Energy deep-well downhole stored transportation system and its method of constructionTechnical field
The invention belongs to dig up mine and energy storage technical field, and in particular to a kind of energy deep-well downhole stored transportation systemAnd its method of construction.
Background technique
In metallic mineral resources recovery process, goaf has Space Scale huge, and geological environment is complicated, security riskSerious feature.Mainly have to the treatment measures in metal mine goaf at present: the processing of avalanche country rock, is permanently stayed filling treatmentIf the methods of ore pillar processing, Seal treatment.It permanently stays and sets ore pillar and be unfavorable for resource high-efficiency exploitation, the processing of avalanche country rock is unfavorable for pairGround surface environment protection, Seal treatment security risk are big.Filling is to realize the effective technology method of mineral deposit safely cleaning high-efficiency mining,Play a dual role of protecting environment and improve ore utilization ratio, but whole goaf spaces are filled, on the one hand fillsBig between filling a vacancy, on the other hand higher cost lacks the effective use to huge Goaf Area space.2 months 2017,It thanks to peaceful academician and proposes abandoned mine transition and upgrade in " coal resources fluidization exploitation and colliery engineering revolution " seminarWith the strategic idea of mine underground space comprehensive utilization, the consistent approval of industry specialists is obtained.
The energy reserves in China is horizontal far below developed country.Many petroleum import big countries, such as the U.S., Japan, European Union,150-200 days by a definite date strategic energy reserves are completed, and China only has the oil reserve amount less than 40 days, and according to the worldThe suggestion of energy source tissue, petroleum importer should possess the deposit of 90 days petroleum import amounts, and calculating China in 2015 by this should possess50000000 tons or more of oil reserve amount at least needs about 72,000,000 m of construction3Warehouse.
Currently, underground energy storage cavern mainly has Gas Storages For Depleted Reservoirs, water-bearing layer gas storage, salt cave storage cavern and water seal stoneOily cave depot etc..Underground water seal petroleum cave depot is high to geology environmental requirement, and ineffective to protection of groundwater resource, stability is relativelyDifference is prone to accidents.Salt cave storage cavern requires geological conditions high, and the rock salt stratum in China has that " the ore bed number of plies is more, single monolayer thickThin, salt deposit taste is spent to be unevenly distributed " the characteristics of, chamber is built in such geological environment and is easy to cause cavity lopsided, causes to build chamberBody the accidents such as is scrapped and is occurred.Therefore research is dedicated to while overcome its technical problem, explores novel underground energy storage cavern meaningJustice is outstanding, significant to promotion energy underground storage.
In face of problem above, energy storage cavern or Nuclear Waste Repository are constructed in the group of Deep Mine large dead zone, to store upThe strategic energy such as standby petroleum, natural gas and stockpiling level radioactive nuclear waste etc., to cope with war, strong earthquakes, terrorist incident, extreme gasTime and oil gas extremely anxiety etc., which cause energy supply to interrupt bring, to be influenced, and will be had following important meaning: 1. be realized by adoptingThe theory transformation utilized to goaf is administered in dead zone, opens the new direction that mine underground goaf utilizes；2. proposing to adopt in mineA kind of novel storage cavern is constructed using filling in dead zone, enriches China's storage cavern structure type, provides new think of for the exploration of energy storage cavernRoad；3. enrich filling in mine new function, explore mining, filling, storage cavern field co-development new method.But it is existingIn technology, such energy deep-well downhole stored transportation system is also lacked, also has not been used in the such energy deep-well well of constructionThe method of lower storing/conveying system, and when building such energy deep-well downhole stored transportation system, energy storage cavern is in deep-wellLower specifically how to lay, how energy delivery system designs, and how to connect between multiple energy storage caverns, is all the technology to be solvedProblem.
Summary of the invention
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that providing a kind of novel designRationally, it is convenient to realize, energy storage it is highly-safe, the stability of energy storage cavern group is good, the stable structure in energy reserves library, strongIt is good to spend height, good seal performance, barrier performance, progress can be cooperateed with deposit mining, can be realized the reasonable benefit of mine goafEnergy deep-well downhole stored transportation system.
In order to solve the above technical problems, the technical solution adopted by the present invention is that: a kind of energy deep-well downhole stored delivery systemSystem, it is characterised in that: including be arranged under deep-well energy storage cavern group, for will be to be laid in energy delivery to energy storage cavern groupIn or from energy storage cavern group by energy delivery system that the energy of deposit exports, the pressure for being used to stablize pressure in energy storage cavern groupPower systems stabilisation and controller for being controlled energy reserves process；The energy storage cavern group includes multiple energy storage cavernsGroup, each energy storage cavern group include multiple energy storage caverns, and the top of two neighboring energy storage cavern is logical in each energy storage cavern groupConnecting pipe connection is crossed, the lower part of two neighboring energy storage cavern is connected by lower communicating tube road in each energy storage cavern group, oftenAdjacent three energy storage caverns laying in equilateral triangle in a energy storage cavern group, the energy storage cavern includes storage cavern main body, is located atEnergy delivery conduit assembly, the energy delivery pipeline group are provided in the storage cavern main body of energy storage cavern immediately below haulage driftPart is connect with energy delivery system and pressure stabilizing system.
Above-mentioned energy deep-well downhole stored transportation system, it is characterised in that: the energy immediately below haulage driftIt is provided with access hole at the top of the storage cavern main body of source storage cavern, maintenance velar plate is provided on the access hole；The energy storage cavernShape be cylinder, in each energy storage cavern group the distance between two neighboring energy storage cavern for energy storage cavern internal diameter1.5~3 times.
Above-mentioned energy deep-well downhole stored transportation system, it is characterised in that: the storage cavern main body includes storage cavern main body bottomStructure in the middle part of the storage cavern main body that portion's component and Strengthening Roof and one layer of storage cavern main body middle member or multilayer are fixedly connected up and downPart is fixedly connected at the top of the bottom of the storage cavern main body middle member of the bottom and storage cavern bottom part body component, described to addGu top plate is fixedly connected on the top of the storage cavern main body middle member positioned at top；The storage cavern bottom part body component includes usingThe storage cavern bottom part body prefabricated components in energy reserves space and the bottom of storage cavern bottom part body prefabricated components periphery is set in surroundingPortion's tradition filling layer, the storage cavern bottom part body prefabricated components include that bottom reinforces filling layer and setting in bottom reinforcing filling layerInternal base impervious filling layer, the base impervious filling layer, bottom reinforce the surrounding of filling layer and bottom tradition filling layerAnd bottom connects anchor pole by bottom and is fixedly connected, the bottom reinforces filling layer and the bottom side of base impervious filling layer is equalRecess forms the collecting pit for being located at bottom in storage cavern main body downwards；The storage cavern main body middle member includes for surrounding energy storagePrefabricated components and the middle part tradition filling layer that prefabricated components periphery in the middle part of storage cavern main body is set in the middle part of the storage cavern main body in standby space,Prefabricated components include that middle part reinforcing filling layer and the middle part being arranged in inside middle part reinforcing filling layer are anti-in the middle part of the storage cavern main bodyFilling layer is seeped, during the middle part antiseepage filling layer, middle part reinforce the surrounding of filling layer and middle part tradition filling layer and bottom passes throughPortion's connection anchor pole is fixedly connected；The Strengthening Roof includes the top impervious material layer and roof reinforcement set gradually from top to bottomMaterial layer is embedded with reinforcing rib in the roof reinforcement material layer；The bottom connection anchor pole connects the structure of anchor pole with middle partIt is identical and include casing, be threaded in the interior anchor bar body of casing one end and be threaded in the outer anchor pole of the casing other endBody, the interior anchor bar body are not provided with external screw thread with one end of casing connection and are threaded with nut, the nut end withClamping plate is provided between interior anchor bar body, the outer anchor bar body does not have anchor head with one end end of casing connection.
Above-mentioned energy deep-well downhole stored transportation system, it is characterised in that: the controller is arranged at the top of surface layer,The pressure that Strengthening Roof enters in energy storage cavern is provided through in the Strengthening Roof of energy storage cavern immediately below haulage driftDynamic balance interface tube pipe and pressure pipe are provided with pressure-control valve on the pressure-equalizing pipe mouthpiece, connect on the pressure pipeBe connected to pressure sensor, the pressure sensor by pass through mine haulage drift and courtyard signal wire and controller it is defeatedEnter end connection, the pressure-control valve across the output end of the haulage drift of mine and the signal wire of courtyard and controller by connectingIt connects；
The pressure stabilizing system includes pressure-equalizing pipe and the stable-pressure device that is arranged at the top of surface layer, the pressure stabilizing dressIt sets including compressor set, compensator and high pressure tank, the pressure balance interface of the compensator and one end of pressure-equalizing pipeThe other end of connection, the pressure-equalizing pipe passes through the courtyard of mine and haulage drift is connect with pressure-equalizing pipe mouthpiece, instituteState the gas outlet of compensator by first gas delivery pipe and the first electric controlled regulating valve being connected in first gas delivery pipe andThe air inlet of compressor set connects, and the gas outlet of the compressor set by second gas delivery pipe and is connected to second gasThe air inlet of First Heat Exchanger and the second electric controlled regulating valve and high pressure tank in delivery pipe connects, the high pressure tankGas outlet passes through third gas delivery pipe and the throttle valve being connected in third gas delivery pipe, the second heat exchanger and third electricityThe connection of the air inlet of control regulation valve and compensator；
First electric controlled regulating valve, the second electric controlled regulating valve, third electric controlled regulating valve and compressor set are and controllerOutput end connection.
Above-mentioned energy deep-well downhole stored transportation system, it is characterised in that: the energy delivery conduit assembly includes wearingIt crosses Strengthening Roof and enters the intracorporal energy input channel mouthpiece of storage cavern master and energy output channel mouthpiece, the energy inputIt is provided with energy input control valve on pipe joint pipe, energy output control is provided on the energy output channel mouthpieceValve, the energy output channel mouthpiece protrude into collecting pit；The energy delivery system include for will be to be laid in the energyThe energy input system being transported in energy storage cavern and the energy output system for exporting the energy of deposit from energy storage cavernSystem, the energy input system include energy input transport vehicle, energy input channel and energy front pump, the energy input fortuneDefeated vehicle is arranged at the top of surface layer, and one end of the energy input channel is connect with the energy exportation on energy input transport vehicle,The other end of the energy input channel passes through the courtyard of mine and haulage drift is connect with energy input channel mouthpiece, describedEnergy front pump is connected on one section of energy input channel of energy input transport vehicle；The energy output system includes energySource exports transport vehicle, energy output channel and energy rear pump, and the energy output transport vehicle is arranged at the top of surface layer, describedOne end of energy output channel is connect with energy output channel mouthpiece, and the other end of the energy output channel passes through mineHaulage drift and courtyard are connect with the energy source inlet of energy output transport vehicle, and the energy rear pump is connected to be exported close to the energyOn one section of energy output channel of transport vehicle；The energy input control valve and energy output control valve are by passing through mineThe output end of the signal wire and controller of haulage drift and courtyard connects；The energy front pump and energy rear pump with controlThe output end of device connects.
Above-mentioned energy deep-well downhole stored transportation system, it is characterised in that: the energy delivery conduit assembly includes wearingStrengthening Roof is crossed to enter the intracorporal energy input and output pipe joint pipe of storage cavern master and be arranged in energy input and output pipe jointEnergy input and output control valve on pipe, the energy input and output pipe joint pipe protrude into collecting pit；The energy deliverySystem include be arranged in energy input and output transport vehicle at the top of surface layer and energy delivery pump and the first electric T-shaped valve andSecond electric T-shaped valve；The import of the energy delivery pump passes through the end B of the first energy delivery pipeline and the first electric T-shaped valveThe port A of mouth connection, first electric T-shaped valve passes through on the second energy delivery pipeline and energy input and output transport vehicleThe outlet of energy exportation connection, the energy delivery pump passes through the C port of third energy delivery pipeline and the second electric T-shaped valveConnection, the port A of second electric T-shaped valve is by passing through the courtyard of mine and the 4th energy delivery pipeline of haulage driftConnect with energy input and output pipe joint pipe, the port B of second electric T-shaped valve by the 5th energy delivery pipeline withThe C port of first electric T-shaped valve connects, and the second energy delivery pipeline and third energy delivery pipeline pass through the 6th energyConveyance conduit is connected with the electric switching valve being arranged on the 6th energy delivery pipeline；The energy input and output control valve is logicalIt crosses and is connected across the output end of the haulage drift of mine and the signal wire of courtyard and controller, first electric T-shaped valve, theTwo electric T-shaped valves, electric switching valve and energy delivery pump are connect with the output end of controller.
Above-mentioned energy deep-well downhole stored transportation system, it is characterised in that: the energy storage immediately below haulage driftIt is provided through Strengthening Roof in the Strengthening Roof in library enters in energy storage cavern and take temperature pipe, described take is connected on temperature pipeTemperature sensor, the temperature sensor pass through the input terminal across the haulage drift of mine and the signal wire of courtyard and controllerConnection.
The present invention also provides a kind of method and steps, and simple, realization conveniently, with deposit mining cooperates with, does not influence actual mineWell separate zone production and filling, can be realized mine goaf it is reasonable utilization, for energy reserves library exploration provide new approachesThe construction method of energy deep-well downhole stored transportation system, which is characterized in that method includes the following steps:
Step 1: the building of deep downhole energy source storage cavern group, detailed process are as follows:
Step 101, before being filled to mine goaf, using the prefabricated multiple storage cavern main bodys bottom of storage cavern bottom part body moldPortion's prefabricated components are respectively provided at the top of each storage cavern bottom part body prefabricated components for connecting prefabricated components in the middle part of storage cavern main bodySpill interface, and the surrounding of each storage cavern bottom part body prefabricated components and bottom be all connected with bottom connection anchor pole；
Step 102 fills mine goaf using traditional filler from top to bottom, until filling thickness reaches bottom biographyThe bottom thickness of system filling layer；
Step 103, when traditional filler is tentatively bonded to the degree that can be supported oneself, firstly, by multiple storage cavern main bodysBottom prefabricated components are individually positioned at multiple energy storage cavern design positions, and will each be located at storage cavern bottom part body prefabricated componentsThe bottom connection anchor pole of bottom is inserted into traditional filler；Then, the energy in an energy storage cavern group is stored upThe two neighboring storage cavern bottom part body prefabricated components in library are connected in the lower part of storage cavern bottom part body prefabricated components using lower communicating tube roadIt connects；
Step 104 is filled around multiple storage cavern bottom part body prefabricated components using traditional filler, until filling is highDegree has reached the height of storage cavern bottom part body prefabricated components, forms bottom tradition filling layer；
Step 105 consolidates to form multiple storage cavern masters to bottom tradition filling layer and multiple storage cavern bottom part body prefabricated componentsAfter body bottom member, wooden cover board is covered in each storage cavern bottom part body component top, continues mining；
Step 106, using prefabricated components in the middle part of the prefabricated multiple storage cavern main bodys of mold in the middle part of storage cavern main body, in each storage cavern masterThe bottom of prefabricated components is respectively provided with for connecting prefabricated components in the middle part of storage cavern bottom part body prefabricated components or storage cavern main body in the middle part of bodyConvex interface, be respectively provided at the top of prefabricated components for connecting prefabricated components in the middle part of storage cavern main body in the middle part of each storage cavern main bodyOr the spill interface of Strengthening Roof, and anchor is connected in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of each storage cavern main bodyBar；
Step 107, to when carrying out the mine goaf that is newly formed of mining and filling, cover firstly, opening multipleThe wooden cover board of storage cavern bottom part body component top, at the top of multiple storage cavern bottom part body prefabricated components on spill interface inner surfaceCementitious material is smeared, and smears cementitious material on the bottom convex interface outer surface of prefabricated components in the middle part of multiple storage cavern main bodys,Then, the bottom convex interface of prefabricated components in the middle part of multiple storage cavern main bodys is respectively corresponded and multiple prefabricated structures of storage cavern bottom part bodySpill interface docking at the top of part glues prefabricated components in the middle part of multiple storage cavern main bodys with multiple storage cavern bottom part body prefabricated components respectivelyIt becames one；
Step 108, firstly, the bottom convex interface of prefabricated components and multiple storage cavern masters in the middle part of multiple storage cavern main bodys respectivelyThe overlapping region of spill interface drilling anchor rod aperture from inside to outside at the top of body bottom prefabricated components；Then, interface connection anchor pole is penetratedIn bolthole, it is separately connected the bottom convex interface section of prefabricated components and multiple storage cavern bottom part bodies in the middle part of multiple storage cavern main bodysSpill interface section at the top of prefabricated components；Finally, injection impervious material repairs the middle part antiseepage filling being destroyed when drilling anchor rod apertureLayer；
Step 109 is filled in the middle part of multiple storage cavern main bodys using traditional filler around prefabricated components, until filling is highDegree has reached the height of prefabricated components in the middle part of storage cavern main body, forms the traditional filling layer in middle part；
Step 1010 consolidates to form multiple storage cavern masters to prefabricated components in the middle part of middle part tradition filling layer and multiple storage cavern main bodysAfter body middle member, wooden cover board is covered at the top of each storage cavern main body middle member, continues mining；
Step 1011, using prefabricated components in the middle part of the prefabricated multiple storage cavern main bodys of mold in the middle part of storage cavern main body, in each storage cavernThe bottom of prefabricated components is respectively provided with for connecting prefabricated structure in the middle part of storage cavern bottom part body prefabricated components or storage cavern main body in the middle part of main bodyThe convex interface of part is respectively provided with for connecting prefabricated structure in the middle part of storage cavern main body in the middle part of each storage cavern main body at the top of prefabricated componentsThe spill interface of part or Strengthening Roof, and anchor is connected in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of each storage cavern main bodyBar；
Step 1012, to when carrying out the mine goaf that is newly formed of mining and filling, cover firstly, opening multipleWooden cover board at the top of storage cavern main body middle member is being opened in the middle part of multiple storage cavern main bodys after wooden cover board at the top of prefabricated componentsCementitious material is smeared on spill interface inner surface, and the bottom convex of prefabricated components connects in the middle part of multiple new prefabricated storage cavern main bodysMouth smears cementitious material on outer surface, then, by the bottom convex interface of prefabricated components in the middle part of multiple new prefabricated storage cavern main bodysRespectively correspond and open spill interface at the top of multiple storage cavern bottom part body prefabricated components after wooden cover board and dock, will it is multiple newly in advancePrefabricated components are bonded as with prefabricated components in the middle part of multiple storage cavern main bodys opened after wooden cover board respectively in the middle part of the storage cavern main body of systemOne；
Step 1013, firstly, respectively in the middle part of multiple new prefabricated storage cavern main bodys the bottom convex interface of prefabricated components withThe overlapping regions of spill interface drilling anchor bar from inside to outside at the top of prefabricated components in the middle part of multiple storage cavern main bodys opened after wooden cover boardHole；Then, interface connection anchor pole is penetrated in bolthole, is separately connected prefabricated components in the middle part of multiple new prefabricated storage cavern main bodysBottom convex interface section and multiple storage cavern bottom part body prefabricated components top spill interface sections opened after wooden cover board；MostAfterwards, injection impervious material repairs the middle part antiseepage filling layer being destroyed when drilling anchor rod aperture；
Step 1014 is filled in the middle part of multiple new prefabricated storage cavern main bodys using traditional filler around prefabricated components,Until packed height has reached the height of prefabricated components in the middle part of new prefabricated storage cavern main body, one layer of new middle part tradition filling is formedLayer；
Step 1015 is consolidated to prefabricated components in the middle part of filling layer traditional in the middle part of in the of new one layer and multiple new prefabricated storage cavern main bodysAfter knot forms one layer of new multiple storage cavern main body middle member, covered at the top of one layer of new each storage cavern main body middle memberWooden cover board, continues mining；
Step 1016 repeats step 1011 to step 1015, until the top for the mineral deposit layering exploited；And at lastAfter secondary repetition step 1013, before step 1014, for the two neighboring of the energy storage cavern in an energy storage cavern groupPrefabricated components in the middle part of new prefabricated storage cavern main body, the top of prefabricated components is connected using upper connecting pipe in the middle part of storage cavern main body；
Step 1017 is used to be fixedly connected on non-position using the prefabricated muti-piece Strengthening Roof of Strengthening Roof mold, and prefabricatedWhen the Strengthening Roof of the energy storage cavern immediately below haulage drift, preformed hole is not set in Strengthening Roof；Prefabricated for solidWhen being connected to the Strengthening Roof of the energy storage cavern immediately below haulage drift surely, when the energy inputs and exports using two root canal roadsWhen, energy input channel preformed hole is set in Strengthening Roof, energy output channel preformed hole, pressure-equalizing pipe preformed hole, is takenPressure pipe preformed hole and take temperature pipe preformed hole；When the energy is inputted with exporting using a root canal road, energy is set in Strengthening RoofSource input and output pipeline preformed hole, pressure-equalizing pipe preformed hole, pressure pipe preformed hole and take temperature pipe preformed hole；
Step 1018, firstly, the wooden cover board covered at the top of multiple storage cavern main body middle members of top is opened, mostCementitious material is smeared on spill interface inner surface at the top of prefabricated components in the middle part of multiple storage cavern main bodys of top layer；Then, for non-positionThe Strengthening Roof of not set preformed hole is placed in the middle part of the storage cavern main body of top by the energy storage cavern immediately below haulage driftAt the top of prefabricated components in spill interface, and use cementitious material by prefabricated components in the middle part of the storage cavern main body of Strengthening Roof and topIt is connected as one；It, will when the energy is inputted with exporting using two root canal roads for being located at the energy storage cavern immediately below haulage driftIt is provided with energy input channel preformed hole, energy output channel preformed hole, pressure-equalizing pipe preformed hole, pressure pipe preformed hole and takesThe Strengthening Roof of temperature pipe preformed hole is placed in the middle part of the storage cavern main body of top at the top of prefabricated components in spill interface, and is usedPrefabricated components in the middle part of the storage cavern main body of Strengthening Roof and top are connected as one by cementitious material；It is adopted when the energy is inputted with outputWhen with a root canal road, energy input and output pipeline preformed hole, pressure-equalizing pipe preformed hole, pressure pipe preformed hole will be provided with and takenThe Strengthening Roof of temperature pipe preformed hole is placed in the middle part of the storage cavern main body of top at the top of prefabricated components in spill interface, and is usedPrefabricated components in the middle part of the storage cavern main body of Strengthening Roof and top are connected as one by cementitious material；
Step 1019, when the energy is inputted with exporting using two root canal roads, be inserted into energy in energy input channel preformed holeSource input channel mouthpiece is inserted into energy output channel mouthpiece in energy output channel preformed hole；When the energy input with it is defeatedWhen using a root canal road out, energy input and output pipe joint pipe is inserted into energy input and output pipeline preformed hole；
Step 1020, when the energy is inputted with exporting using two root canal roads, it is defeated in energy input channel mouthpiece and the energyEnter and pour cementitious material in the gap of pipeline preformed hole, energy input channel mouthpiece is connected as one with Strengthening Roof；AndCementitious material is poured in the gap of energy output channel mouthpiece and energy output channel preformed hole, energy output channel is connectMouth pipe is connected as one with Strengthening Roof；When the energy is inputted with exporting using a root canal road, connect in energy input and output pipelineCementitious material is poured in mouth pipe and the gap of energy input and output pipeline preformed hole, by energy input and output pipe joint Guan YujiaGu top plate is connected as one；
Step 1021, when the energy is inputted with exporting using two root canal roads, connect energy on energy input channel mouthpieceSource input control valve connects energy output control valve on energy output channel mouthpiece；When the energy inputs and exports using oneWhen root canal road, energy input and output control valve is connected on energy input and output pipe joint pipe；
Step 1022, firstly, pressure-equalizing pipe mouthpiece is inserted into pressure-equalizing pipe mouthpiece preformed hole, and in pressurePressure-control valve is connected on balance pipe mouthpiece；Then in the gap of pressure-equalizing pipe mouthpiece and pressure-equalizing pipe preformed holeCementitious material is poured, pressure-equalizing pipe and Strengthening Roof are connected as one；
Step 1023, firstly, be inserted into pressure pipe in pressure pipe preformed hole, and pressure sensor is connected on pressure pipe；It is taking insertion in temperature pipe preformed hole to take temperature pipe, and is connecting temperature sensor on taking temperature pipe；Then, pressure pipe with takeCementitious material is poured in the gap of pressure pipe preformed hole, pressure pipe and Strengthening Roof are connected as one；It is taking temperature pipe and is taking temperatureIt spends in the gap of pipe preformed hole and pours cementitious material, temperature pipe will be taken to be connected as one with Strengthening Roof；
Step 2: connection energy storage cavern, energy delivery system, pressure stabilizing system and controller, detailed process are as follows:
Step 201, at the top of the surface layer at the position of the courtyard of mine foundation construction, by stable-pressure device and controllerOn the basis of being fixed on；
Step 202, when the energy is inputted with exporting using two root canal roads, energy front pump and energy rear pump are fixed onOn the basis of, one end of energy input channel is connect with the energy exportation on energy input transport vehicle, by energy input channelThe other end passes through the courtyard of mine and haulage drift is connect with energy input channel mouthpiece, and energy front pump is connected to and is leaned onOn one section of energy input channel of nearly energy input transport vehicle；By energy input control valve by pass through mine haulage drift andThe signal wire of courtyard and the output end of controller connect；One end of energy output channel and energy output channel mouthpiece are connectedIt connects, the other end of energy output channel is passed through to the haulage drift of mine and the energy source inlet company of courtyard and energy output transport vehicleIt connects, and energy rear pump is connected on one section of energy output channel of energy output transport vehicle；The energy is exported and is controlledValve across the output end of the haulage drift of mine and the signal wire of courtyard and controller by connecting；It is adopted when the energy is inputted with outputWhen with a root canal road, on the basis of energy delivery pump is fixed on, one end of the first energy delivery pipeline and energy delivery are pumpedImport connection, the other end are connect with the port B of the first electric T-shaped valve；One end of second energy delivery pipeline and first is electronicThe port A of triple valve connects, and the other end is connect with the energy exportation on energy input and output transport vehicle；By third energy delivery pipeThe one end in road is connect with the outlet that energy delivery pumps, and the other end is connect with the C port of the second electric T-shaped valve；4th energy is defeatedOne end of pipeline is sent to connect with the port A of the second electric T-shaped valve, courtyard and haulage drift and the energy of the other end across mineThe connection of input and output pipe joint pipe；One end of 5th energy delivery pipeline is connect with the port B of the second electric T-shaped valve, separatelyOne end is connect with the C port of the first electric T-shaped valve；One end of 6th energy delivery pipeline is passed through into three-way interface and the second energyThe other end of 6th energy delivery pipeline is connect by three-way interface with third energy delivery pipeline by the connection of source conveyance conduit,And electric switching valve is connected on the 6th energy delivery pipeline；Energy input and output control valve is passed through into the transport across mineThe output end of the signal wire and controller of tunnel and courtyard connects；
Step 203 connects the pressure balance interface of one end of pressure-equalizing pipe and compensator, by the another of pressure-equalizing pipeOne end passes through the courtyard of mine and haulage drift is connect with pressure-equalizing pipe mouthpiece；
Step 204, by pressure sensor by pass through mine haulage drift and courtyard signal wire and controller it is defeatedEnter end connection, by temperature sensor by connecting across the input terminal of the haulage drift of mine and the signal wire of courtyard and controllerIt connects, by pressure-control valve by being connected across the output end of the haulage drift of mine and the signal wire of courtyard and controller；
Step 205, when the energy is inputted with exporting using two root canal roads, by the first electric controlled regulating valve, the second automatically controlled adjustingValve, third electric controlled regulating valve, compressor set, energy front pump and energy rear pump are connect with the output end of controller respectively；WhenEnergy input with output using a root canal road when, by the first electric controlled regulating valve, the second electric controlled regulating valve, third electric controlled regulating valve,Compressor set, energy delivery pump, the first electric T-shaped valve, the second electric T-shaped valve and electric switching valve are defeated with controller respectivelyOutlet connection.
Above-mentioned method, it is characterised in that: the structure that the bottom connection anchor pole connects anchor pole with middle part is identical and wrapsCasing is included, the interior anchor bar body of casing one end is threaded in and is threaded in the outer anchor bar body of the casing other end, the interior anchorThe body of rod is not provided with external screw thread with one end of casing connection and is threaded with nut, between the nut end and interior anchor bar bodyIt is provided with clamping plate, the outer anchor bar body does not have anchor head with one end end of casing connection；
The mold of storage cavern bottom part body described in step 101 include the base circle external mold that is spliced to form by muti-piece arc panel andThe base circle internal model being sleeved on inside base circle external mold, the base circle internal model include by being provided at the top of muti-piece outwardThe base circle internal model frame that the arc panel of the boss of protrusion is spliced to form, and base circle internal model base of frame is setBottom base panel and collecting pit bottom plate, the setting position of the collecting pit bottom plate are lower than the setting position of bottom base panel, the collectionBottom of pond plate is connect by connecting plate with bottom base panel, and multiple external mold boltholes, the bottom are provided on the base circle external moldMultiple internal model boltholes matched respectively with the position of multiple external mold boltholes, the bottom are provided on portion's annular internal model frameMultiple internal model boltholes are provided on portion's bottom plate and collecting pit bottom plate；
The prefabricated multiple storage cavern bottom part body prefabricated components of storage cavern bottom part body mold are used described in step 101, eachThe spill interface for connecting prefabricated components in the middle part of storage cavern main body is respectively provided at the top of storage cavern bottom part body prefabricated components, and everyWhen the surrounding of a storage cavern bottom part body prefabricated components and bottom are all connected with bottom connection anchor pole, prefabricated each storage cavern bottom part body is pre-The detailed process of component processed are as follows:
Step 10101, after spreading diaphragm on the ground, it is storage cavern bottom part body mold assembly is good and be uprightly placed on diaphragmOn；
Step 10102, firstly, by bottom connection anchor pole middle sleeve pass through base circle external mold on outer bolthole and bottomInterior bolthole on annular internal model frame, and make casing for connecting one end end face and the base circle internal model frame of interior anchor bar bodyInner wall it is concordant, make casing for connect outer anchor bar body one end end face it is concordant with the outside wall surface of base circle external mold；Then,Bottom connection anchor pole middle sleeve is passed through into the interior bolthole in bottom base panel and collecting pit bottom plate, and makes casing for connecting interior anchorOne end end face of the body of rod is concordant with the inner wall of bottom base panel and collecting pit bottom plate, makes casing for connecting one end of outer anchor bar bodyEnd face drops down on diaphragm on the ground；
Reinforcement material is poured in step 10103, the gap between base circle external mold and base circle internal model, until pouringBuild the height that height has reached storage cavern bottom part body mold；
Step 10104, after reinforcing material solidification, remove storage cavern bottom part body mold；
Step 10105 screws in the threaded one end of interior anchor bar body in casing, until the length of the interior anchor bar body other end is justEnough connecting cleats and nut, by plywood sleeve on interior anchor bar body, attaching nut is simultaneously locked；
Step 10106, the internal spray impervious material in reinforcement material, keep impervious material upper end prefabricated to warehouse bottomThe bottom of the spill interface of component, and make impervious material that nut be completely covered, base impervious filling layer is formed, and to base imperviousFilling layer is polished and repairing treatment, it is ensured that surfacing and flawless；
Step 10107, after impervious material solidification after, by outer anchor bar body not with anchor head one end screw in casing, formStorage cavern bottom part body prefabricated components；
In the middle part of storage cavern main body described in step 106 and step 1011 mold include be provided with by muti-piece bottom it is inwardly projectingThe middle part annular external mold and the middle part annular internal model being sleeved on inside the annular external mold in middle part that the arc panel of boss is spliced to form, it is describedMiddle part annular internal model is spliced to form by the arc panel for being provided with the boss outwardly protruded at the top of muti-piece, on the middle part annular external moldMultiple external mold boltholes are provided with, multiple position phases with multiple external mold boltholes respectively are provided in the middle part annular internal modelThe internal model bolthole of cooperation；
Using prefabricated structure in the middle part of the prefabricated multiple storage cavern main bodys of mold in the middle part of storage cavern main body described in step 106 and step 1011Part, the bottom of prefabricated components is respectively provided with for connecting storage cavern bottom part body prefabricated components or storage cavern master in the middle part of each storage cavern main bodyThe convex interface of prefabricated components in the middle part of body is respectively provided with for connecting storage cavern master in the middle part of each storage cavern main body at the top of prefabricated componentsPrefabricated components or the spill interface of Strengthening Roof in the middle part of body, and the surrounding of prefabricated components and bottom connect in the middle part of each storage cavern main bodyWhen connecing middle part connection anchor pole, the detailed process of prefabricated components in the middle part of prefabricated each storage cavern main body are as follows:
Step A, mold assembly in the middle part of storage cavern main body is good and be uprightly placed on diaphragm after spreading diaphragm on the ground；
Step B, middle part connection anchor pole middle sleeve is passed through into outer bolthole and middle part annular internal model on middle part annular external moldOn interior bolthole, and make casing for connect interior anchor bar body one end end face it is concordant with the inner wall of middle part annular internal model, makeOne end end face that casing is used to connect outer anchor bar body is concordant with the outside wall surface of middle part annular external mold；
Step C, reinforcement material is poured in the gap between middle part annular external mold and middle part annular internal model, until pouring heightDegree has reached the height of mold in the middle part of storage cavern main body；
Step D, after reinforcing material solidification, mold in the middle part of storage cavern main body is removed；
Step E, the threaded one end of interior anchor bar body is screwed in casing, until the length of the interior anchor bar body other end is just enough to connectFishplate and nut, by plywood sleeve on interior anchor bar body, attaching nut is simultaneously locked；
Step F, in the internal spray impervious material of reinforcement material, make prefabricated structure in the middle part of impervious material upper end to storage cavern main bodyThe bottom of the spill interface of part, and make impervious material that nut be completely covered, middle part antiseepage filling layer is formed, and fill to middle part antiseepagePacking course is polished and repairing treatment, it is ensured that surfacing and flawless；
Step G, after impervious material solidification, one end by outer anchor bar body not with anchor head screws in casing, forms storage cavernPrefabricated components in the middle part of main body.
Above-mentioned method, it is characterised in that: Strengthening Roof mold described in step 1017 is provided with inwardly by muti-piece bottomThe arc panel of the boss of protrusion is spliced to form, and the Strengthening Roof mold bottom inwardly projecting one section is for top antiseepage materialThe molding mold of the bed of material, the Strengthening Roof die top not inwardly projecting one section is molding for roof reinforcement material layerMold；
It is prefabricated for being fixedly connected on the reinforcing for the energy storage cavern being not located at immediately below haulage drift described in step 1017The detailed process of top plate are as follows:
Step 101711, after spreading diaphragm on the ground, it is the assembly of Strengthening Roof mold is good and be uprightly placed on diaphragm；
Step 101712 pours impervious material in Strengthening Roof mold, reinforces until the upper surface of impervious material reachesOne section of inwardly projecting top surface flush of top plate mold bottom；
Step 101713, after impervious material tentatively solidifies, reinforcement material is poured in Strengthening Roof mold, and pouringDuring reinforcement material, reinforcing rib is added, pours reinforcement material until the upper surface of reinforcement material reaches Strengthening Roof moldTop；
Step 101714 removes Strengthening Roof mold；
It is prefabricated for being fixedly connected on the reinforcing top of the energy storage cavern immediately below haulage drift described in step 1017The detailed process of plate are as follows:
Step 101721, after spreading diaphragm on the ground, it is the assembly of Strengthening Roof mold is good and be uprightly placed on diaphragm；
Step 101722, when the energy is inputted with exporting using two root canal roads, antiseepage material is poured in Strengthening Roof moldMaterial, and during pouring impervious material, it is inserted into the septate energy input channel preformed hole formed pipe of external package, outsideWrap up septate energy output channel preformed hole formed pipe, it is external wrap up septate pressure-equalizing pipe preformed hole formed pipe,Outside wraps up septate pressure pipe preformed hole formed pipe and external package is septate takes temperature pipe preformed hole formed pipe, poursImpervious material is until the upper surface of impervious material reaches one section of inwardly projecting top surface flush of Strengthening Roof mold bottom；Work as energyWhen source input uses a root canal road with output, impervious material is poured in Strengthening Roof mold, and in the mistake for pouring impervious materialIt is flat to be inserted into the septate energy input and output pipeline preformed hole formed pipe of external package, the external septate pressure of package by Cheng ZhongWeighing apparatus pipe preformed hole formed pipe external wraps up septate pressure pipe preformed hole formed pipe and external package is septate takes temperature pipePreformed hole formed pipe pours impervious material until the upper surface of impervious material reaches inwardly projecting one of Strengthening Roof mold bottomSection top surface flush；
Step 101723, after impervious material tentatively solidifies, reinforcement material is poured in Strengthening Roof mold, and pouringDuring reinforcement material, reinforcing rib is added, pours reinforcement material until the upper surface of reinforcement material reaches Strengthening Roof moldTop；
Step 101724, when the energy is inputted with exporting using two root canal roads, after reinforcing material solidification, take out external packetWrap up in septate energy input channel preformed hole formed pipe, it is external wrap up septate energy output channel preformed hole formed pipe,Septate pressure-equalizing pipe preformed hole formed pipe is wrapped up in outside, septate pressure pipe preformed hole formed pipe is wrapped up in outside and outerPortion's package is septate to take temperature pipe preformed hole formed pipe, formed energy input channel preformed hole, energy output channel preformed hole,Pressure-equalizing pipe preformed hole, pressure pipe preformed hole and take temperature pipe preformed hole；When the energy is inputted with exporting using a root canal road,After reinforcing material solidification, the septate energy input and output pipeline preformed hole formed pipe of external package is taken out, outside is enclosed withThe pressure-equalizing pipe preformed hole formed pipe of diaphragm, it is external wrap up septate pressure pipe preformed hole formed pipe and outside be enclosed with everyFilm takes temperature pipe preformed hole formed pipe, and it is pre- to form energy input and output pipeline preformed hole, pressure-equalizing pipe preformed hole, pressure pipeIt boxes out and takes temperature pipe preformed hole；
Step 101725 removes Strengthening Roof mold.
Compared with the prior art, the present invention has the following advantages:
1, energy deep-well downhole stored transportation system of the invention innovatively proposes and energy storage is arranged under deep-wellLibrary has engineering by mine by the design of energy delivery system, can by energy delivery to be laid in be arranged in deep-wellUnder energy storage cavern in or from the energy storage cavern energy of deposit is exported, inputted and exported using a root canal road also according to the energyIt is the difference in two root canal roads, gives the scheme of two kinds of goaf realization energy reserves under Deep Mine.
2, energy deep-well downhole stored transportation system of the invention matches hop controller by the design of pressure stabilizing systemControl, real-time control can be carried out to the pressure in energy storage cavern, can be realized the stabilization of pressure in energy storage cavern, realize libraryBody internal pressure Real-time Balancing outer low pressure, improves the safety of energy storage.
3, energy deep-well downhole stored transportation system of the invention, energy storage cavern therein using warehouse bottom member,The combined laminal structure of warehouse middle member, Strengthening Roof, novel in structural design is reasonable, and it is convenient to realize.
4, energy deep-well downhole stored transportation system of the invention, in energy storage cavern therein, warehouse bottom member andThe design of warehouse middle member is all made of antiseepage filling layer, reinforces the three-decker that filling layer and antiseepage filling layer match,The connection of warehouse bottom member, warehouse middle member, Strengthening Roof is matched using concave-convex interface, then uses cementitious materialThe mode of bonding, so that the stable structure of energy storage cavern, intensity is high, good seal performance, and barrier performance is good.
5, energy deep-well downhole stored transportation system of the invention takes temperature pipe by setting, connects temperature sensor, energyEnough to be measured in real time to the temperature in energy storage cavern, complete function is highly-safe.
6, adjacent three energy storage caverns laying in equilateral triangle in each energy storage cavern group of the present invention, energy storage cavern useCylindrical structure, in each energy storage cavern group the distance between two neighboring energy storage cavern for energy storage cavern internal diameter 1.5~3Times, it is ensured that the stability of energy storage cavern group is good.
7, the method for construction of energy deep-well downhole stored transportation system of the invention, it is contemplated that mine separate zone production and fillingActual condition, using layering building warehouse bottom member, warehouse middle member and Strengthening Roof, and then form energy storageThe mode in library, and the top of energy storage cavern two neighboring in each energy storage cavern group is connected by upper connecting pipe, Mei GenengThe lower part of two neighboring energy storage cavern is connected by lower communicating tube road in the storage cavern group of source, and it is defeated finally to reconnect energy storage cavern, the energySystem, pressure stabilizing system and controller are sent, realization cooperates with progress with deposit mining, and detail design is new reasonable, method and stepSimply, easy to accomplish.
8, the method for construction of energy deep-well downhole stored transportation system of the invention, the process of layering building energy storage cavernIn, actual mine separate zone production and filling are not influenced, pass through the specially treated of Strengthening Roof, moreover it is possible to the inbreak of top plate is prevented,Further improve the safety of energy storage cavern.
9, apply the present invention in Deep Mine exploitation, can be realized the reasonable utilization of mine goaf, and enrichThe structure type of China's storage cavern provides new approaches for the exploration of energy storage cavern, and safety is economical.
10, practical, application value height of the invention can be national development green mining, the green mine of constructionThe strategic development on mountain is contributed share.
In conclusion novel design of the invention is rationally, it is convenient to realize, the stability of energy storage cavern group is good, energy storage cavernStable structure, intensity is high, good seal performance, and barrier performance is good；Energy storage it is highly-safe, can be realized mine goafReasonable utilization, provide new approaches for the exploration of energy storage cavern, application value is high.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of energy deep-well downhole stored transportation system in the embodiment of the present invention 1.
Fig. 2 is the structural schematic diagram of energy deep-well downhole stored transportation system in the embodiment of the present invention 2.
Fig. 3 is the A-A cross-sectional view of Fig. 1 or Fig. 2.
Fig. 4 is the connection relationship diagram of energy delivery system in the embodiment of the present invention 2.
Fig. 5 is the laying position of the port A of the first electric T-shaped valve and the second electric T-shaped valve of the invention, the port B and C portSet schematic diagram.
Fig. 6 is the connection schematic diagram of two neighboring energy storage cavern in energy storage cavern group of the present invention.
Fig. 7 is the structural schematic diagram for the energy storage cavern that the present invention is not located at immediately below haulage drift.
Fig. 8 is the present invention when the energy inputs and energy storage cavern when exporting using two root canal roads immediately below haulage driftStructural schematic diagram.
Fig. 9 is the present invention when the energy inputs and energy storage cavern when exporting using a root canal road immediately below haulage driftStructural schematic diagram.
Figure 10 is that warehouse bottom part body component top of the present invention covers the structural schematic diagram after wooden cover board.
Figure 11 is that connection bottom connects the structural schematic diagram after anchor pole on warehouse bottom part body prefabricated components of the present invention.
Figure 12 is the structural schematic diagram of warehouse main body middle member of the present invention.
Figure 13 is the structural schematic diagram in the middle part of warehouse main body of the present invention on prefabricated components after connection middle part connection anchor pole.
Figure 14 is the structural schematic diagram of the Strengthening Roof for the energy storage cavern that the present invention is not located at immediately below haulage drift.
Figure 15 is that the present invention is stored up when the energy is inputted with energy when exporting using two root canal roads immediately below haulage driftThe structural schematic diagram of the Strengthening Roof in library.
Figure 16 is that the present invention is stored up when the energy is inputted with energy when exporting using a root canal road immediately below haulage driftThe structural schematic diagram of the Strengthening Roof in library.
Figure 17 is that bottom of the present invention connects anchor pole, middle part connects the structural schematic diagram that anchor pole connects anchor pole with interface.
Figure 18 is the main view of warehouse bottom part body mold of the present invention.
Figure 19 is the top view of Figure 18.
Figure 20 is the main view of mold in the middle part of warehouse main body of the present invention.
Figure 21 is the top view of Figure 20.
Figure 22 is the main view of Strengthening Roof mold of the present invention.
Figure 23 is the top view of Figure 22.
Figure 24 is the structural schematic diagram of stable-pressure device of the present invention.
Figure 25 is the connection relationship diagram of controller and other each units in the embodiment of the present invention 1.
Figure 26 is the connection relationship diagram of controller and other each units in the embodiment of the present invention 2.
Description of symbols:
1-warehouse bottom member；1-1-bottom tradition filling layer；
1-2-bottom reinforces filling layer；1-3-base impervious filling layer；1-4-collecting pit；
2-warehouse middle members；2-1-middle part tradition filling layer；
2-2-middle part reinforces filling layer；2-3-middle part antiseepage filling layer；3-Strengthening Roofs；
3-1-top impervious material layer；3-2-roof reinforcement material layer；3-3-reinforcing rib；
4-energy input channel mouthpieces；5-energy output channel mouthpieces；6-energy input control valves；
7-energy output control valves；8-pressure-equalizing pipe mouthpieces；9-pressure-control valves；
10-pressure pipes；11-take temperature pipe；12-pressure sensors；
13-temperature sensors；14-bottoms connect anchor pole；14-1-casing；
The interior anchor bar body of 14-2-；The outer anchor bar body of 14-3-； 14-4—；Nut
14-5-clamping plate；14-6-anchor head；15-middle parts connect anchor pole；
16-wooden cover boards；17-energy input channel mouthpiece preformed holes；
18-energy output channel mouthpiece preformed holes；19-pressure-equalizing pipe mouthpiece preformed holes；
20-pressure pipe preformed holes；21-take temperature pipe preformed hole；
22-interfaces connect anchor pole；23-1-base circle external mold；23-2-base circle internal model frame；
23-3-bottom base panel；23-4-collecting pit bottom plate；23-5-connecting plate；
24-1-middle part annular external mold；24-2-middle part annular internal model；25-Strengthening Roof molds；
26-energy storage caverns；27-the energy input transport vehicle；28-energy input channels；
29-energy front pumps；30-surface layers；31-courtyards；
32-haulage drifts；33-the energy export transport vehicle；34-energy output channels；
35-energy rear pumps；36-controllers；36-1-PLC module；
36-2-touch LCD screen；The first relay of 36-3-；The second relay of 36-4-；
36-5-third relay；The 4th relay of 36-6-；37-pressure-equalizing pipes；
38-stable-pressure devices；38-1-compressor set；38-2-compensator；
38-3-high pressure tank；38-4-first gas delivery pipe；The first electric controlled regulating valve of 38-5-；
38-6-second gas delivery pipe；38-7-First Heat Exchanger；
The second electric controlled regulating valve of 38-8-；38-9-third gas delivery pipe；
The second heat exchanger of 38-10-；38-11-third electric controlled regulating valve；38-12-throttle valve；
39-mineral deposits；40-soil horizons；41-the five energy delivery pipeline；
42-the six energy delivery pipeline；43-upper connecting pipes；44-lower communicating tube roads；
45-energy input and output pipeline preformed holes；46-energy input and output pipe joint pipes；
47-energy input and output control valves；48-energy storage cavern groups；49-the first electric T-shaped valve；
50-the second electric T-shaped valve；51-electric switching valves；52-energy input and output transport vehicles；
53-the first energy delivery pipeline；54-energy deliveries pump；
55-the second energy delivery pipeline；56-third energy delivery pipelines；
57-the four energy delivery pipeline；58-stopes.
Specific embodiment
Embodiment 1
As shown in Fig. 1, Fig. 3, Fig. 6, Fig. 7 and Fig. 8, the energy deep-well downhole stored transportation system of the present embodiment, including setSet under deep-well energy storage cavern group, for will be to be laid in energy delivery into energy storage cavern group or from energy storage cavern group willThe energy delivery system of the energy output of deposit, for stablizing in the energy storage cavern group pressure stabilizing system of pressure and for energyThe controller 36 that source deposit process is controlled；The energy storage cavern group includes multiple energy storage cavern groups 48, each energy storage cavernGroup 48 includes multiple energy storage caverns 26, and the top of two neighboring energy storage cavern 26 passes through upper connection in each energy storage cavern group 48Pipeline 43 connects, and the lower part of two neighboring energy storage cavern 26 is connected by lower communicating tube road 44 in each energy storage cavern group 48, oftenAdjacent three energy storage caverns 26 laying in equilateral triangle in a energy storage cavern group 48, the energy storage cavern 26 include storage cavern masterBody is provided with energy delivery conduit assembly, the energy in the storage cavern main body of the energy storage cavern 26 of 32 underface of haulage driftSource conveyance conduit component is connect with energy delivery system and pressure stabilizing system.
In the present embodiment, it is provided at the top of the storage cavern main body of the energy storage cavern 26 immediately below haulage drift 32Access hole is provided with maintenance velar plate on the access hole；The shape of the energy storage cavern 26 is cylinder, each energy storage cavernThe distance between two neighboring energy storage cavern 26 is 1.5~3 times of the internal diameter of energy storage cavern 26 in group 48.It is overhauled by settingMouthful, people can be entered inside energy storage cavern 26 by access hole to overhaul.
Adjacent three energy storage caverns 26 laying in equilateral triangle in each energy storage cavern group 48, energy storage cavern 26 is using circleColumn construction, in each energy storage cavern group 48 the distance between two neighboring energy storage cavern 26 for energy storage cavern 26 internal diameter1.5~3 times, it is ensured that the stability of energy storage cavern group is good.
It is soil horizon 40 below surface layer 30 in actual condition, is mineral deposit 39, down-hole below soil horizon 40It is provided with haulage drift 32 and stope 58, mine is additionally provided with courtyard 31.
In the present embodiment, as shown in Figure 7 and Figure 8, the storage cavern main body includes storage cavern bottom part body component 1 and Strengthening Roof3 and the storage cavern main body middle member 2 that is fixedly connected up and down of one layer of storage cavern main body middle member 2 or multilayer, positioned at the bottomThe bottom of storage cavern main body middle member 2 is fixedly connected with the top of storage cavern bottom part body component 1, and the Strengthening Roof 3 is fixed to be connectedIt connects at the top for the storage cavern main body middle member 2 for being located at top；In conjunction with Figure 10 and Figure 11, the storage cavern bottom part body component 1Including the storage cavern bottom part body prefabricated components for surrounding energy reserves space and it is arranged outside storage cavern bottom part body prefabricated componentsThe bottom tradition filling layer 1-1 enclosed, the storage cavern bottom part body prefabricated components include that bottom reinforces filling layer 1-2 and is arranged the bottom of atPortion reinforces base impervious filling layer 1-3, the base impervious filling layer 1-3, bottom reinforcing filling layer 1- inside filling layer 1-22, which connect anchor pole 14 by bottom with the surrounding of bottom tradition filling layer 1-1 and bottom, is fixedly connected, and the bottom reinforces filling layerRecess forms the collecting pit 1-4 for being located at bottom in storage cavern main body to the bottom side of 1-2 and base impervious filling layer 1-3 downwards；In conjunction with Figure 12 and Figure 13, the storage cavern main body middle member 2 includes pre- in the middle part of the storage cavern main body in energy reserves space for surroundingComponent processed and the middle part tradition filling layer 2-1 that prefabricated components periphery in the middle part of storage cavern main body is arranged in, the storage cavern main body middle part are pre-Component processed includes the middle part antiseepage filling layer 2-3 that middle part reinforces filling layer 2-2 and is arranged in inside middle part reinforcing filling layer 2-2,During the middle part antiseepage filling layer 2-3, the surrounding of middle part reinforcing filling layer 2-2 and middle part tradition filling layer 2-1 and bottom pass throughPortion's connection anchor pole 15 is fixedly connected；In conjunction with Figure 14 and Figure 15, the Strengthening Roof 3 includes that the top set gradually from top to bottom is preventedIt seeps in material layer 3-1 and roof reinforcement material layer 3-2, the roof reinforcement material layer 3-2 and is embedded with reinforcing rib 3-3；Such as Figure 17Shown, the structure that the bottom connection anchor pole 14 connects anchor pole 15 with middle part is identical and includes casing 14-1, is threaded inThe interior anchor bar body 14-2 of the one end the casing 14-1 and outer anchor bar body 14-3 for being threaded in the casing 14-1 other end, the interior anchor poleBody 14-2 is not provided with external screw thread with the one end connecting casing 14-1 and is threaded with nut 14-4, the end the nut 14-4Clamping plate 14-5, one end end band that the outer anchor bar body 14-3 is not connect with casing 14-1 are provided between interior anchor bar body 14-2There is anchor head 14-6.
When it is implemented, the reinforcing rib 3-3 is Steel material reinforcing rib, by setting reinforcing rib 3-3, reinforcing can be enhancedThe intensity of top plate 3 can prevent the inbreak of Strengthening Roof 3, guarantee the safety of energy storage cavern.
In the present embodiment, the setting of controller 36 is located at transportation roadway as shown in Figure 18 and Figure 25 at 30 top of surface layerThe pressure that Strengthening Roof 3 enters in energy storage cavern 26 is provided through in the Strengthening Roof 3 of energy storage cavern 26 immediately below road 32Balance pipe mouthpiece 8 and pressure pipe 10 are provided with pressure-control valve 9, the pressure pipe 10 on the pressure-equalizing pipe mouthpiece 8On be connected with pressure sensor 12, the pressure sensor 12 passes through the signal wire of the haulage drift 32 and courtyard 31 that pass through mineIt is connect with the input terminal of controller 36, the pressure-control valve 9 is by passing through the haulage drift 32 of mine and the signal of courtyard 31Line is connect with the output end of controller 36；
In the present embodiment, as shown in Figure 1, the pressure stabilizing system includes pressure-equalizing pipe 37 and is arranged in surface layer 30The stable-pressure device 38 at top, in conjunction with Figure 24, the stable-pressure device 38 includes compressor set 38-1, compensator 38-2 and high-pressure gasTank 38-3, the pressure balance interface of the compensator 38-2 are connect with one end of pressure-equalizing pipe 37, the pressure-equalizing pipe 37The other end pass through mine courtyard 31 and haulage drift 32 connect with pressure-equalizing pipe mouthpiece 8, the compensator 38-2'sGas outlet passes through first gas delivery pipe 38-4 and the first electric controlled regulating valve 38-5 being connected on first gas delivery pipe 38-4Connect with the air inlet of compressor set 38-1, the gas outlet of the compressor set 38-1 by second gas delivery pipe 38-6 andThe First Heat Exchanger 38-7 and the second electric controlled regulating valve 38-8 and high pressure tank 38- being connected on second gas delivery pipe 38-6The gas outlet of 3 air inlet connection, the high pressure tank 38-3 by third gas delivery pipe 38-9 and is connected to thirdThrottle valve 38-12, the second heat exchanger 38-10 and third electric controlled regulating valve 38-11 and compensator 38- on air shooter 38-92 air inlet connection；
In conjunction with Figure 25, the first electric controlled regulating valve 38-5, the second electric controlled regulating valve 38-8, third electric controlled regulating valve 38-11 and compressor set 38-1 is connect with the output end of controller 36.
When it is implemented, the pressure stabilizing system is balanced the specific mistake of control to the internal pressure in energy reserves libraryJourney are as follows: opened firstly, controller 36 controls pressure-control valve 9, pressure sensor 12 carries out the pressure in energy reserves library 26The real-time detection and signal that will test is exported to controller 36；Then, controller 36 is by received energy reserves library 26Interior detection pressure is compared with preset pressure threshold range limit and lower limit pair, when the detection pressure in energy reserves library 26Power be higher than pressure threshold range limit when, controller 36 control the first electric controlled regulating valve 38-5 and the second electric controlled regulating valve 38-8 byStep is opened, and third electric controlled regulating valve 38-11 is closed, and compressor set 38-1 starting, compressor set 38-1 will be in pressure-equalizing pipe 37Gas extract and be compressed into high pressure gas out, by First Heat Exchanger 38-7 cooling after, stored into high pressure tank 38-3Come, reduces the pressure in pressure-equalizing pipe 37, and then by the pressure reduction in energy warehouse 26 to preset pressure thresholdIt is worth in range；When the detection pressure in energy reserves library 26 is lower than pressure threshold range limit, first electricity of the control of controller 36Control regulation valve 38-5 and the second electric controlled regulating valve 38-8 is closed, and third electric controlled regulating valve 38-11 is gradually opened, throttle valve 38-12It opens, the gas in high pressure tank 38-3 is after reducing pressure by regulating flow, after the second heat exchanger 38-10 heat temperature raising, into flatWeigh tank 38-2, improves the pressure in pressure-equalizing pipe 37, and then the pressure in energy warehouse 26 is improved to presetWithin the scope of pressure threshold；When the detection pressure in energy reserves library 26 is within the scope of pressure threshold, the control of controller 36 firstElectric controlled regulating valve 38-5, the second electric controlled regulating valve 38-8, third electric controlled regulating valve 38-11 and throttle valve 38-12 are turned off, compressionUnit 38-1 is closed.
In the present embodiment, as shown in figure 8, the energy delivery conduit assembly includes entering storage cavern master across Strengthening Roof 3Intracorporal energy input channel mouthpiece 4 and energy output channel mouthpiece 5 are arranged on the energy input channel mouthpiece 4There is energy input control valve 6, energy output control valve 7, the energy output are provided on the energy output channel mouthpiece 5Pipe joint pipe 5 protrudes into collecting pit 1-4；In conjunction with Fig. 1, the energy delivery system include for will be to be laid in energy deliverySystem is exported to the energy input system in energy storage cavern 26 and the energy for exporting the energy of deposit from energy storage cavern 26System, the energy input system include energy input transport vehicle 27, energy input channel 28 and energy front pump 29, the energyThe setting of transport vehicle 27 is inputted on 30 top of surface layer, one end of the energy input channel 28 and energy input transport vehicle 27Energy exportation connection, the other end of the energy input channel 28 passes through the courtyard 31 of mine and haulage drift 32 is inputted with the energyPipe joint pipe 4 connects, and the energy front pump 29 is connected to one section of energy input channel close to energy input transport vehicle 27On 28；The energy output system includes energy output transport vehicle 33, energy output channel 34 and energy rear pump 35, the energySource exports the setting of transport vehicle 33 in 30 top of surface layer, one end of the energy output channel 34 and energy output channel mouthpieceThe other end of 5 connections, the energy output channel 34 exports transport vehicle across the haulage drift 32 and courtyard 31 and the energy of mine33 energy source inlet connection, the energy rear pump 35 are connected to one section of energy output channel close to energy output transport vehicle 33On 34；The energy input control valve 6 and energy output control valve 7 pass through the haulage drift 32 that passes through mine and courtyard 31Signal wire is connect with the output end of controller 36；The output of the energy front pump 29 and energy rear pump 35 with controller 36End connection.
In the present embodiment, as shown in figure 25, the controller 36 includes PLC module 36-1 and connects with PLC module 36-1The output of touch LCD screen 36-2, the PLC module 36-1 be terminated with for the power on/off to compressor set 38-1The first relay 36-3 for being controlled, the second relay 36-4 controlled for the power on/off to energy front pump 29 andFor the third relay 36-5 that the power on/off to energy rear pump 35 is controlled, the pressure sensor 12 is by passing through mineThe haulage drift 32 of well and the signal wire of courtyard 31 are connect with the input terminal of PLC module 36-1, and the temperature sensor 13 passes throughIt is connect across the haulage drift 32 of mine and the signal wire of courtyard 31 with the input terminal of PLC module 36-1, the pressure-control valve9, energy input control valve 6 and energy output control valve 7 are by passing through the haulage drift 32 of mine and the signal wire of courtyard 31It is connect with the output end of PLC module 36-1, contactor and the first relay 36- in the current supply circuit of the compressor set 38-13 output end connects, and the sending end of contactor and the second relay 36-4 in the current supply circuit of the energy front pump 29 connectsIt connects, the contactor in the current supply circuit of the energy rear pump 35 is connect with the output end of third relay 36-5.
In the present embodiment, as depicted in figure 8, in the Strengthening Roof 3 of the energy storage cavern 26 immediately below haulage drift 32It is provided through Strengthening Roof 3 and takes temperature pipe 11 into energy storage cavern 26, described take is connected with temperature biography on temperature pipe 11Sensor 13, the temperature sensor 13 is by passing through the defeated of the haulage drift 32 of mine and signal wire and the controller 36 of courtyard 31Enter end connection.
In the present embodiment, energy input and the output of energy storage cavern use two root canal roads, i.e. energy input uses a root canalRoad, energy output use a root canal road.
The construction method of the energy deep-well downhole stored transportation system of the present embodiment, comprising the following steps:
Step 1: the building of deep downhole energy source storage cavern group, detailed process are as follows:
Step 101, before being filled to mine goaf, using the prefabricated multiple storage cavern main bodys bottom of storage cavern bottom part body moldPortion's prefabricated components are respectively provided at the top of each storage cavern bottom part body prefabricated components for connecting prefabricated components in the middle part of storage cavern main bodySpill interface, and the surrounding of each storage cavern bottom part body prefabricated components and bottom be all connected with bottom connection anchor pole 14；
In the present embodiment, as shown in figure 17, the bottom connection anchor pole 14 includes casing 14-1, is threaded in casingThe interior anchor bar body 14-2 of the one end the 14-1 and outer anchor bar body 14-3 for being threaded in the casing 14-1 other end, the interior anchor bar body14-2 is not provided with external screw thread with the one end connecting casing 14-1 and is threaded with nut 14-4, the end the nut 14-4 withClamping plate 14-5 is provided between interior anchor bar body 14-2, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 hasAnchor head 14-6；
In the present embodiment, as shown in Figure 18 and Figure 19, the mold of storage cavern bottom part body described in step 101 includes by muti-piece arcThe base circle external mold 23-1 and the base circle internal model being sleeved on inside base circle external mold 23-1 that shape plate is spliced to form, it is describedBase circle internal model includes the base circle internal model being spliced to form by being provided with the arc panel of the boss outwardly protruded at the top of muti-pieceFrame 23-2, and the bottom base panel 23-3 and collecting pit bottom plate 23-4 of the bottom base circle internal model frame 23-2, institute are setThe setting position for stating collecting pit bottom plate 23-4 is lower than the setting position of bottom base panel 23-3, and the collecting pit bottom plate 23-4 passes through companyFishplate bar 23-5 is connect with bottom base panel 23-3, is provided with multiple external mold boltholes, the bottom on the base circle external mold 23-1Multiple internal model boltholes matched respectively with the position of multiple external mold boltholes, institute are provided on portion annular internal model frame 23-2It states and is provided with multiple internal model boltholes on bottom base panel 23-3 and collecting pit bottom plate 23-4；The base circle external mold 23-1 andBase circle internal model frame 23-2 is all made of assembly form, facilitates demoulding；
It is prefabricated using the prefabricated multiple storage cavern bottom part bodies of storage cavern bottom part body mold described in step 101 in the present embodimentComponent is respectively provided with the spill for connecting prefabricated components in the middle part of storage cavern main body at the top of each storage cavern bottom part body prefabricated componentsInterface, and when the surrounding of each storage cavern bottom part body prefabricated components and bottom are all connected with bottom connection anchor pole 14, it is prefabricated eachThe detailed process of storage cavern bottom part body prefabricated components are as follows:
Step 10101, after spreading diaphragm on the ground, it is storage cavern bottom part body mold assembly is good and be uprightly placed on diaphragmOn；
Step 10102, firstly, by bottom connection 14 middle sleeve 14-1 of anchor pole pass through base circle external mold 23-1 on outer anchorInterior bolthole in rod aperture and base circle internal model frame 23-2, and make casing 14-1 for connecting one end of interior anchor bar body 14-2End face is concordant with the inner wall of base circle internal model frame 23-2, makes casing 14-1 for connecting one end end of outer anchor bar body 14-3Face is concordant with the outside wall surface of base circle external mold 23-1；Then, bottom connection 14 middle sleeve 14-1 of anchor pole is passed through into bottom base panelInterior bolthole on 23-3 and collecting pit bottom plate 23-4, and make casing 14-1 for connect one end end face of interior anchor bar body 14-2 withBottom base panel 23-3 is concordant with the inner wall of collecting pit bottom plate 23-4, makes casing 14-1 for connecting one end of outer anchor bar body 14-3End face drops down on diaphragm on the ground；
Reinforcement material is poured in step 10103, the gap between base circle external mold 23-1 and base circle internal model, directlyThe height of storage cavern bottom part body mold is reached to height is poured；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step 10104, after reinforcing material solidification, remove storage cavern bottom part body mold；
Step 10105 screws in the threaded one end of interior anchor bar body 14-2 in casing 14-1, until interior anchor bar body 14-2 anotherThe length at end is just enough to connecting cleat 14-5 and nut 14-4, clamping plate 14-5 is covered on interior anchor bar body 14-2, attaching nut 14-It 4 and locks；
Step 10106, the internal spray impervious material in reinforcement material, keep impervious material upper end prefabricated to warehouse bottomThe bottom of the spill interface of component, and make impervious material that nut 14-4 be completely covered, base impervious filling layer 1-3 is formed, and rightBase impervious filling layer 1-3 is polished and repairing treatment, it is ensured that surfacing and flawless；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step 10107, after impervious material solidification after, by outer anchor bar body 14-3 not with anchor head 14-6 one end screw in casing14-1 forms storage cavern bottom part body prefabricated components；
As shown in figure 11, the spill interface internal diameter of storage cavern bottom part body prefabricated components is Dj, in base impervious filling layer 1-3Wall diameter is Di,f；
Step 102 fills mine goaf using traditional filler from top to bottom, until filling thickness reaches bottom biographyThe bottom thickness of system filling layer 1-1；Such as the h in Figure 101；
When it is implemented, the tradition filler is barren rock, the tailings, river sand, sea selected according to mine physical conditionThe natures such as sand, rod milling sand, microlith or the industrial wastes such as manual sandstone and flyash, clinker.
Step 103, when traditional filler is tentatively bonded to the degree that can be supported oneself, firstly, by multiple storage cavern main bodysBottom prefabricated components are individually positioned at multiple energy storage cavern design positions, and will each be located at storage cavern bottom part body prefabricated componentsThe bottom connection anchor pole 14 of bottom is inserted into traditional filler；Then, for the energy in an energy storage cavern group 48The two neighboring storage cavern bottom part body prefabricated components of source storage cavern use lower communicating tube in the lower part of storage cavern bottom part body prefabricated componentsRoad 44 connects；
Step 104 is filled around multiple storage cavern bottom part body prefabricated components using traditional filler, until filling is highDegree has reached the height of storage cavern bottom part body prefabricated components, forms bottom tradition filling layer 1-1；
Step 105 consolidates to form multiple storage caverns to bottom tradition filling layer 1-1 and multiple storage cavern bottom part body prefabricated componentsAfter bottom part body component 1, wooden cover board 16 is covered at each 1 top of storage cavern bottom part body component, continues mining；The wooden cover board 16 in 1 top cover of warehouse bottom part body component can prevent ore from falling into warehouse bottom part body component 1In the energy storage cavern space of formation, as shown in Figure 10；
Step 106, using prefabricated components in the middle part of the prefabricated multiple storage cavern main bodys of mold in the middle part of storage cavern main body, in each storage cavern masterThe bottom of prefabricated components is respectively provided with for connecting prefabricated components in the middle part of storage cavern bottom part body prefabricated components or storage cavern main body in the middle part of bodyConvex interface, be respectively provided at the top of prefabricated components for connecting prefabricated components in the middle part of storage cavern main body in the middle part of each storage cavern main bodyOr the spill interface of Strengthening Roof 3, and anchor is connected in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of each storage cavern main bodyBar 15；
In the present embodiment, as shown in figure 17, the middle part connection anchor pole 15 includes casing 14-1, is threaded in casingThe interior anchor bar body 14-2 of the one end the 14-1 and outer anchor bar body 14-3 for being threaded in the casing 14-1 other end, the interior anchor bar body14-2 is not provided with external screw thread with the one end connecting casing 14-1 and is threaded with nut 14-4, the end the nut 14-4 withClamping plate 14-5 is provided between interior anchor bar body 14-2, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 hasAnchor head 14-6；
In the present embodiment, as shown in Figure 20 and Figure 21, mold includes by muti-piece bottom in the middle part of storage cavern main body described in step 106The middle part annular external mold 24-1 and be sleeved on the annular external mold in middle part that the arc panel that portion is provided with inwardly projecting boss is spliced to formMiddle part annular internal model 24-2 inside 24-1, the middle part annular internal model 24-2 are by being provided with the boss outwardly protruded at the top of muti-pieceArc panel be spliced to form, multiple external mold boltholes, the middle part annular internal model are provided on the middle part annular external mold 24-1Multiple internal model boltholes matched respectively with the position of multiple external mold boltholes are provided on 24-2；The middle part annular external mold24-1 and middle part annular internal model 24-2 are all made of assembly form, facilitate demoulding；
In the present embodiment, using prefabricated in the middle part of the prefabricated multiple storage cavern main bodys of mold in the middle part of storage cavern main body described in step 106Component, the bottom of prefabricated components is respectively provided with for connecting storage cavern bottom part body prefabricated components or storage cavern in the middle part of each storage cavern main bodyThe convex interface of prefabricated components in the middle part of main body is respectively provided with for connecting storage cavern in the middle part of each storage cavern main body at the top of prefabricated componentsPrefabricated components or the spill interface of Strengthening Roof 3 in the middle part of main body, and the surrounding of prefabricated components and bottom in the middle part of each storage cavern main bodyWhen the connection anchor pole 15 of portion connection middle part, the detailed process of prefabricated components in the middle part of prefabricated each storage cavern main body are as follows:
Step A, mold assembly in the middle part of storage cavern main body is good and be uprightly placed on diaphragm after spreading diaphragm on the ground；
Step B, by middle part connection 15 middle sleeve 14-1 of anchor pole pass through middle part annular external mold 24-1 on outer bolthole and inInterior bolthole on portion annular internal model 24-2, and make casing 14-1 for connecting one end end face and the middle part ring of interior anchor bar body 14-2The inner wall of shape internal model 24-2 is concordant, makes casing 14-1 for connecting one end end face and the middle part annular external mold of outer anchor bar body 14-3The outside wall surface of 24-1 is concordant；
Step C, reinforcement material is poured in the gap between middle part annular external mold 24-1 and middle part annular internal model 24-2, directlyTo the height for pouring height and having reached mold in the middle part of storage cavern main body；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step D, after reinforcing material solidification, mold in the middle part of storage cavern main body is removed；
Step E, the threaded one end of interior anchor bar body 14-2 is screwed in casing 14-1, until the interior anchor bar body 14-2 other endLength is just enough to connecting cleat 14-5 and nut 14-4, clamping plate 14-5 is covered on interior anchor bar body 14-2, attaching nut 14-4 is simultaneouslyLocking；
Step F, in the internal spray impervious material of reinforcement material, make prefabricated structure in the middle part of impervious material upper end to storage cavern main bodyThe bottom of the spill interface of part, and make impervious material that nut 14-4 be completely covered, form middle part antiseepage filling layer 2-3, and centeringPortion's antiseepage filling layer 2-3 is polished and repairing treatment, it is ensured that surfacing and flawless；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step G, after impervious material solidification, outer anchor bar body 14-3 is screwed in into casing 14- not with one end of anchor head 14-61, form prefabricated components in the middle part of storage cavern main body.
As shown in Figure 12 and Figure 13, the outer diameter of the convex interface of the prefabricated middle part prefabricated components of storage cavern is Dj, during storage cavern is prefabricatedThe internal diameter of the spill interface of portion's prefabricated components is Dj, antiseepage filling layer 2-3 inner diameter in middle part is Di,f；
Step 107, to when carrying out the mine goaf that is newly formed of mining and filling, cover firstly, opening multipleThe wooden cover board 16 at the top of storage cavern bottom part body component 1, the table in spill interface at the top of multiple storage cavern bottom part body prefabricated componentsIt smears cementitious material on face, and smears gelling material on the bottom convex interface outer surface of prefabricated components in the middle part of multiple storage cavern main bodysThen material respectively corresponds the bottom convex interface of prefabricated components in the middle part of multiple storage cavern main bodys pre- with multiple storage cavern bottom part bodiesComponent top spill interface processed docking, by prefabricated components in the middle part of multiple storage cavern main bodys respectively with multiple prefabricated structures of storage cavern bottom part bodyPart is bonded as one；
Step 108, firstly, the bottom convex interface of prefabricated components and multiple storage cavern masters in the middle part of multiple storage cavern main bodys respectivelyThe overlapping region of spill interface drilling anchor rod aperture from inside to outside at the top of body bottom prefabricated components；Then, interface connection anchor pole 22 is wornEnter in bolthole, is separately connected the bottom convex interface section and multiple storage cavern main bodys bottom of prefabricated components in the middle part of multiple storage cavern main bodysSpill interface section at the top of portion's prefabricated components；Finally, injection impervious material is repaired the middle part antiseepage being destroyed when drilling anchor rod aperture and is filledPacking course 2-3；
When it is implemented, as shown in figure 17, the structure of the interface connection anchor pole 22 connect anchor pole 14 and middle part with bottomThe structure of connection anchor pole 15 is identical and includes casing 14-1, the interior anchor bar body 14-2 and spiral shell for being threaded in the one end casing 14-1Line is connected to the outer anchor bar body 14-3 of the casing 14-1 other end, and the interior anchor bar body 14-2 is not set with the one end connecting casing 14-1It is equipped with external screw thread and is threaded with nut 14-4, be provided with clamping plate between the end the nut 14-4 and interior anchor bar body 14-214-5, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 have anchor head 14-6.Specifically, interface is connectedIt is after connecting interior anchor bar body 14-2 with casing 14-1 with outer anchor bar body 14-3, by outer anchor when connecing anchor pole 22 and penetrating in boltholeBody of rod 14-3 is penetrated in bolthole first with one end of anchor head 14-6, and interior anchor bar body 14-2 is made to expose the partial-length of boltholeIt is just enough to connecting cleat 14-5 and nut 14-4, after connecting clamping plate 14-5 and nut 14-4, injection impervious material repairs drilling anchorThe middle part antiseepage filling layer 2-3 being destroyed when rod aperture.
Step 109 is filled in the middle part of multiple storage cavern main bodys using traditional filler around prefabricated components, until filling is highDegree has reached the height of prefabricated components in the middle part of storage cavern main body, forms the traditional filling layer 2-1 in middle part；
Step 1010 consolidates to form multiple storages to prefabricated components in the middle part of middle part tradition filling layer 2-1 and multiple storage cavern main bodysAfter library main body middle member 2, wooden cover board 16 is covered at each 2 top of storage cavern main body middle member, continues mining and makeesIndustry；The wooden cover board 16 in 2 top cover of warehouse main body middle member can prevent ore from falling into structure in the middle part of warehouse main bodyIn the energy storage cavern space that part 2 is formed；
Step 1011, using prefabricated components in the middle part of the prefabricated multiple storage cavern main bodys of mold in the middle part of storage cavern main body, in each storage cavernThe bottom of prefabricated components is respectively provided with for connecting prefabricated structure in the middle part of storage cavern bottom part body prefabricated components or storage cavern main body in the middle part of main bodyThe convex interface of part is respectively provided with for connecting prefabricated structure in the middle part of storage cavern main body in the middle part of each storage cavern main body at the top of prefabricated componentsThe spill interface of part or Strengthening Roof 3, and connected in the middle part of the surrounding of prefabricated components and bottom connection in the middle part of each storage cavern main bodyAnchor pole 15；
In the present embodiment, as shown in Figure 20 and Figure 21, mold includes by muti-piece in the middle part of storage cavern main body described in step 1011The middle part annular external mold 24-1 and be sleeved on outside the annular of middle part that the arc panel that bottom is provided with inwardly projecting boss is spliced to formMiddle part annular internal model 24-2 inside mould 24-1, the middle part annular internal model 24-2 by be provided at the top of muti-piece outwardly protrude it is convexThe arc panel of platform is spliced to form, and is provided with multiple external mold boltholes on the middle part annular external mold 24-1, in the middle part annularMultiple internal model boltholes matched respectively with the position of multiple external mold boltholes are provided on mould 24-2；The middle part annular is outerMould 24-1 and middle part annular internal model 24-2 are all made of assembly form, facilitate demoulding；
In the present embodiment, using prefabricated in the middle part of the prefabricated multiple storage cavern main bodys of mold in the middle part of storage cavern main body described in step 1011Component, the bottom of prefabricated components is respectively provided with for connecting storage cavern bottom part body prefabricated components or storage cavern in the middle part of each storage cavern main bodyThe convex interface of prefabricated components in the middle part of main body is respectively provided with for connecting storage cavern in the middle part of each storage cavern main body at the top of prefabricated componentsPrefabricated components or the spill interface of Strengthening Roof 3 in the middle part of main body, and the surrounding of prefabricated components and bottom in the middle part of each storage cavern main bodyWhen the connection anchor pole 15 of portion connection middle part, the detailed process of prefabricated components in the middle part of prefabricated each storage cavern main body are as follows:
Step A, mold assembly in the middle part of storage cavern main body is good and be uprightly placed on diaphragm after spreading diaphragm on the ground；
Step B, by middle part connection 15 middle sleeve 14-1 of anchor pole pass through middle part annular external mold 24-1 on outer bolthole and inInterior bolthole on portion annular internal model 24-2, and make casing 14-1 for connecting one end end face and the middle part ring of interior anchor bar body 14-2The inner wall of shape internal model 24-2 is concordant, makes casing 14-1 for connecting one end end face and the middle part annular external mold of outer anchor bar body 14-3The outside wall surface of 24-1 is concordant；
Step C, reinforcement material is poured in the gap between middle part annular external mold 24-1 and middle part annular internal model 24-2, directlyTo the height for pouring height and having reached mold in the middle part of storage cavern main body；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step D, after reinforcing material solidification, mold in the middle part of storage cavern main body is removed；
Step E, the threaded one end of interior anchor bar body 14-2 is screwed in casing 14-1, until the interior anchor bar body 14-2 other endLength is just enough to connecting cleat 14-5 and nut 14-4, clamping plate 14-5 is covered on interior anchor bar body 14-2, attaching nut 14-4 is simultaneouslyLocking；
Step F, in the internal spray impervious material of reinforcement material, make prefabricated structure in the middle part of impervious material upper end to storage cavern main bodyThe bottom of the spill interface of part, and make impervious material that nut 14-4 be completely covered, form middle part antiseepage filling layer 2-3, and centeringPortion's antiseepage filling layer 2-3 is polished and repairing treatment, it is ensured that surfacing and flawless；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step G, after impervious material solidification, outer anchor bar body 14-3 is screwed in into casing 14- not with one end of anchor head 14-61, form prefabricated components in the middle part of storage cavern main body.
As shown in Figure 12 and Figure 13, the outer diameter of the convex interface of the prefabricated middle part prefabricated components of storage cavern is Dj, during storage cavern is prefabricatedThe internal diameter of the spill interface of portion's prefabricated components is Dj, antiseepage filling layer 2-3 inner diameter in middle part is Di,f；
Step 1012, to when carrying out the mine goaf that is newly formed of mining and filling, cover firstly, opening multipleThe wooden cover board 16 at 2 top of storage cavern main body middle member, is opening prefabricated structure in the middle part of multiple storage cavern main bodys after wooden cover board 16Cementitious material is smeared at the top of part on spill interface inner surface, and in the middle part of multiple new prefabricated storage cavern main bodys prefabricated components bottomConvex interface smears cementitious material on outer surface, then, the bottom of prefabricated components in the middle part of multiple new prefabricated storage cavern main bodys is convexShape interface respectively corresponds and opens spill interface at the top of multiple storage cavern bottom part body prefabricated components after wooden cover board 16 and dock, generalIn the middle part of multiple new prefabricated storage cavern main bodys prefabricated components respectively with it is prefabricated in the middle part of multiple storage cavern main bodys opened after wooden cover board 16Component is bonded as one；
Step 1013, firstly, respectively in the middle part of multiple new prefabricated storage cavern main bodys the bottom convex interface of prefabricated components withThe overlapping regions of spill interface drilling anchor from inside to outside at the top of prefabricated components in the middle part of multiple storage cavern main bodys opened after wooden cover board 16Rod aperture；Then, interface connection anchor pole 22 is penetrated in bolthole, is separately connected prefabricated structure in the middle part of multiple new prefabricated storage cavern main bodysThe bottom convex interface section of part and multiple storage cavern bottom part body prefabricated components top spill interfaces opened after wooden cover board 16Part；Finally, injection impervious material repairs the middle part antiseepage filling layer 2-3 being destroyed when drilling anchor rod aperture；
When it is implemented, as shown in figure 17, the structure of the interface connection anchor pole 22 connect anchor pole 14 and middle part with bottomThe structure of connection anchor pole 15 is identical and includes casing 14-1, the interior anchor bar body 14-2 and spiral shell for being threaded in the one end casing 14-1Line is connected to the outer anchor bar body 14-3 of the casing 14-1 other end, and the interior anchor bar body 14-2 is not set with the one end connecting casing 14-1It is equipped with external screw thread and is threaded with nut 14-4, be provided with clamping plate between the end the nut 14-4 and interior anchor bar body 14-214-5, one end end that the outer anchor bar body 14-3 is not connect with casing 14-1 have anchor head 14-6.Specifically, interface is connectedIt is after connecting interior anchor bar body 14-2 with casing 14-1 with outer anchor bar body 14-3, by outer anchor when connecing anchor pole 22 and penetrating in boltholeBody of rod 14-3 is penetrated in bolthole first with one end of anchor head 14-6, and interior anchor bar body 14-2 is made to expose the partial-length of boltholeIt is just enough to connecting cleat 14-5 and nut 14-4, after connecting clamping plate 14-5 and nut 14-4, injection impervious material repairs drilling anchorThe middle part antiseepage filling layer 2-3 being destroyed when rod aperture.
Step 1014 is filled in the middle part of multiple new prefabricated storage cavern main bodys using traditional filler around prefabricated components,Until packed height has reached the height of prefabricated components in the middle part of new prefabricated storage cavern main body, one layer of new middle part tradition filling is formedLayer 2-1；
Step 1015, to new one layer of middle part tradition filling layer 2-1 and multiple new prefabricated prefabricated structures in storage cavern main bodys middle partPart consolidates to form the multiple storage cavern main body middle members 2 of new one layer after, at new one layer each 2 top of storage cavern main body middle memberWooden cover board 16 is covered, mining is continued；The wooden lid in one layer of new 2 top cover of warehouse main body middle memberPlate 16 can prevent ore from falling in the energy storage cavern space formed into warehouse main body middle member 2；
Step 1016 repeats step 1011 to step 1015, until the top for the mineral deposit layering exploited；And at lastAfter secondary repetition step 1013, before step 1014, for adjacent two of the energy storage cavern in an energy storage cavern group 48Prefabricated components in the middle part of a new prefabricated storage cavern main body, the top of prefabricated components is connected using upper connecting pipe 43 in the middle part of storage cavern main bodyIt connects；
Step 1017 is used to be fixedly connected on not using the prefabricated muti-piece Strengthening Roof 3 of Strengthening Roof mold 25, and prefabricatedWhen the Strengthening Roof 3 of the energy storage cavern 26 immediately below haulage drift 32, preformed hole is not set in Strengthening Roof 3；Pre-When making the Strengthening Roof 3 for being fixedly connected on the energy storage cavern 26 being located at immediately below haulage drift 32, set in Strengthening Roof 3Set energy input channel preformed hole 17, energy output channel preformed hole 18, pressure-equalizing pipe preformed hole 19, pressure pipe preformed hole 20With take temperature pipe preformed hole 21；
In the present embodiment, as shown in Figure 22 and Figure 23, Strengthening Roof mold described in step 1,017 25 is set by muti-piece bottomThe arc panel for being equipped with inwardly projecting boss is spliced to form, 25 bottom of Strengthening Roof mold inwardly projecting one section for forThe molding mold of top impervious material layer 3-1, not inwardly projecting one section in 25 top of the Strengthening Roof mold is for topThe molding mold of reinforcement material layer 3-2；
It is prefabricated for being fixedly connected on the energy storage cavern 26 being not located at immediately below haulage drift 32 described in step 1017The detailed process of Strengthening Roof 3 are as follows:
25 assembly of Strengthening Roof mold after spreading diaphragm on the ground, is placed on well and uprightly diaphragm by step 101711On；
Step 101712 pours impervious material in Strengthening Roof mold 25, adds until the upper surface of impervious material reachesGu one section of inwardly projecting top surface flush of 25 bottom of top plate mold；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step 101713, after impervious material tentatively solidifies, reinforcement material is poured in Strengthening Roof mold 25, and pouringDuring building reinforcement material, reinforcing rib 3-3 is added, pours reinforcement material until the upper surface of reinforcement material reaches Strengthening Roof25 top of mold；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step 101714 removes Strengthening Roof mold 25；
It is prefabricated for being fixedly connected on adding for the energy storage cavern 26 immediately below haulage drift 32 described in step 1017Gu the detailed process of top plate 3 are as follows:
25 assembly of Strengthening Roof mold after spreading diaphragm on the ground, is placed on well and uprightly diaphragm by step 101721On；
Step 101722 pours impervious material in Strengthening Roof mold 25, and during pouring impervious material, insertsEnter the septate energy input channel preformed hole formed pipe of external package, the external septate energy output channel preformed hole of packageFormed pipe, it is external wrap up septate pressure-equalizing pipe preformed hole formed pipe, it is external wrap up septate pressure pipe preformed hole atType pipe and external package is septate takes temperature pipe preformed hole formed pipe, pours impervious material until the upper surface of impervious material is arrivedThe one section top surface flush inwardly projecting up to 25 bottom of Strengthening Roof mold；
When it is implemented, the impervious material is clay, sandy loam, bentonite etc..
Step 101723, after impervious material tentatively solidifies, reinforcement material is poured in Strengthening Roof mold 25, and pouringDuring building reinforcement material, reinforcing rib 3-3 is added, pours reinforcement material until the upper surface of reinforcement material reaches Strengthening Roof25 top of mold；
When it is implemented, the reinforcement material is mining reinforcing filler.
Step 101724, after reinforcing material solidification, take out it is external wrap up septate energy input channel preformed hole atType pipe, the septate energy output channel preformed hole formed pipe of external package, the external septate pressure-equalizing pipe of package are reservedHole forming pipe, it is external wrap up septate pressure pipe preformed hole formed pipe and external package it is septate take temperature pipe preformed hole atType pipe forms energy input channel preformed hole 17, energy output channel preformed hole 18, pressure-equalizing pipe preformed hole 19, pressure pipePreformed hole 20 and take temperature pipe preformed hole 21；As shown in figure 15；
Step 101725 removes Strengthening Roof mold 25.
Step 1018, firstly, open the wooden cover board 16 covered at the top of multiple storage cavern main body middle members 2 of top,Cementitious material is smeared on spill interface inner surface at the top of prefabricated components in the middle part of multiple storage cavern main bodys of top；Then, forThe Strengthening Roof 3 of not set preformed hole, is placed in the storage of top by the energy storage cavern 26 being not located at immediately below haulage drift 32In the middle part of the main body of library at the top of prefabricated components in spill interface, and use cementitious material by the storage cavern main body of Strengthening Roof 3 and topMiddle part prefabricated components are connected as one；For being located at the energy storage cavern 26 immediately below haulage drift 32, energy input will be provided withPipeline preformed hole 17, energy output channel preformed hole 18, pressure-equalizing pipe preformed hole 19, pressure pipe preformed hole 20 and take temperature pipeThe Strengthening Roof 3 of preformed hole 21 is placed in the middle part of the storage cavern main body of top at the top of prefabricated components in spill interface, and uses glueStrengthening Roof 3 and prefabricated components in the middle part of the storage cavern main body of top are connected as one by gel material；
Step 1019 is inserted into energy input channel mouthpiece 4 in energy input channel preformed hole 17, in energy efferent ductEnergy output channel mouthpiece 5 is inserted into road preformed hole 18；When it is implemented, energy output channel mouthpiece 5 is protruded into collectionIn the 1-4 of pond；
Step 1020 pours gelling in the gap of energy input channel mouthpiece 4 and energy input channel preformed hole 17Energy input channel mouthpiece 4 is connected as one by material with Strengthening Roof 3；And in energy output channel mouthpiece 5 and the energyCementitious material is poured in the gap of output channel preformed hole 18, energy output channel mouthpiece 5 and Strengthening Roof 3 are connected as oneBody；
Step 1021 connects energy input control valve 6 on energy input channel mouthpiece 4, connects in energy output channelEnergy output control valve 7 is connected on mouth pipe 5；
Step 1022, firstly, be inserted into pressure-equalizing pipe mouthpiece 8 in pressure-equalizing pipe preformed hole 19, and it is flat in pressurePressure-control valve 9 is connected on weighing apparatus interface tube pipe 8；Then between pressure-equalizing pipe mouthpiece 8 and pressure-equalizing pipe preformed hole 19Cementitious material is poured in gap, and pressure-equalizing pipe mouthpiece 8 and Strengthening Roof 3 are connected as one；
Step 1023, firstly, in pressure pipe preformed hole 20 be inserted into pressure pipe 10, and on pressure pipe 10 connect pressure passSensor 12；It is taking insertion in temperature pipe preformed hole 21 to take temperature pipe 11, and is connecting temperature sensor 13 on taking temperature pipe 11；SoAfterwards, cementitious material is poured in the gap of pressure pipe 10 and pressure pipe preformed hole 20, pressure pipe 10 and Strengthening Roof 3 is connected asOne；Cementitious material is poured in the gap for taking temperature pipe 11 and taking temperature pipe preformed hole 21, temperature pipe 11 will be taken and reinforced and pushed upPlate 3 is connected as one；
Step 2: connection energy storage cavern 26, energy delivery system, pressure stabilizing system and controller, detailed process are as follows:
Step 201, the foundation construction at the position of the courtyard 31 of the close mine in 30 top of surface layer, by 38 He of stable-pressure deviceOn the basis of controller 36 is fixed on；
Step 202, on the basis of energy front pump 29 and energy rear pump 35 are fixed on, by the one of energy input channel 28It holds and is connect with the energy exportation on energy input transport vehicle 27, the other end of energy input channel 28 is passed through to the courtyard 31 of mineIt is connect with haulage drift 32 with energy input channel mouthpiece 4, and energy front pump 29 is connected to close to energy input transportOn one section of energy input channel 28 of vehicle 27；Energy input control valve 6 is passed through into the haulage drift 32 and courtyard 31 across mineSignal wire connect with the output end of controller 36；One end of energy output channel 34 and energy output channel mouthpiece 5 are connectedIt connects, the other end of energy output channel 34 is passed through to the haulage drift 32 of mine and the energy of courtyard 31 and energy output transport vehicle 33Source inlet connection, and energy rear pump 35 is connected on one section of energy output channel 34 of energy output transport vehicle 33；By energy output control valve 7 by connecting across the output end of the haulage drift 32 of mine and the signal wire of courtyard 31 and controller 36It connects；
One end of pressure-equalizing pipe 37 is connect by step 203 with the pressure balance interface of compensator 38-2, by pressure balanceThe other end of pipe 37 passes through the courtyard 31 of mine and haulage drift 32 is connect with pressure-equalizing pipe mouthpiece 8；
Pressure sensor 12 is passed through signal wire and the control of haulage drift 32 and courtyard 31 across mine by step 204The input terminal of device 36 connects, and temperature sensor 13 is passed through signal wire and the control of haulage drift 32 and courtyard 31 across mineThe input terminal of device 36 connects, and pressure-control valve 9 is passed through signal wire and the control of haulage drift 32 and courtyard 31 across mineThe output end of device 36 connects；
Step 205, by the first electric controlled regulating valve 38-5, the second electric controlled regulating valve 38-8, third electric controlled regulating valve 38-11,Compressor set 38-1, energy front pump 29 and energy rear pump 35 are connect with the output end of controller 36 respectively.
Embodiment 2
In the present embodiment, energy input and the output of energy storage cavern use a root canal road.
As shown in Figure 2 and Figure 9, the energy deep-well downhole stored transportation system of the present embodiment, unlike the first embodiment:The energy delivery conduit assembly includes entering the intracorporal energy input and output pipe joint pipe 46 of storage cavern master across Strengthening Roof 3With the energy input and output control valve 47 being arranged on energy input and output pipe joint pipe 46, the energy input and output pipelineMouthpiece 46 protrudes into collecting pit 1-4；The energy delivery system includes that the energy input and output at 30 top of surface layer are arranged inTransport vehicle 52 and energy delivery pump 54 and the first electric T-shaped valve 49 and the second electric T-shaped valve 50；The energy delivery pump54 import is connect by the first energy delivery pipeline 53 with the port B of the first electric T-shaped valve 49, first electric three passesThe port A of valve 49 is connect by the second energy delivery pipeline 55 with the energy exportation on energy input and output transport vehicle 52, describedThe outlet of energy delivery pump 54 is connect by third energy delivery pipeline 56 with the C port of the second electric T-shaped valve 50, and described theThe port A of two electric T-shaped valves 50 is by passing through the courtyard 31 of mine and the 4th energy delivery pipeline 57 and energy of haulage drift 32Source input and output pipe joint pipe 46 connects, and the port B of second electric T-shaped valve 50 passes through the 5th energy delivery pipeline 41It is connect with the C port of the first electric T-shaped valve 49, the second energy delivery pipeline 55 passes through with third energy delivery pipeline 566th energy delivery pipeline 42 is connected with the electric switching valve 51 being arranged on the 6th energy delivery pipeline 42；The energy is defeatedEnter output control valve 47 to connect by the signal wire of the haulage drift 32 and courtyard 31 that pass through mine with the output end of controller 36,First electric T-shaped valve 49, the second electric T-shaped valve 50, electric switching valve 51 and energy delivery pump 54 with controller 36Output end connection.
When needing the energy delivery wait lay in into energy reserves library 26, controller 36 controls energy delivery pump 54 and opensDynamic, the port A of the first electric T-shaped valve 49 of control is connected to the port B, and electric switching valve 51 is closed, the second electric T-shaped valve 50C port is connected to the port A, and energy input and output control valve 47 is opened；The energy in energy input and output transport vehicle 52 successively passes throughCross the second energy delivery pipeline 55, the first electric T-shaped valve 49 and the first energy delivery pipeline 53 enter energy delivery pump 54 intoMouthful, successively pass through third energy delivery pipeline 56, the second electric T-shaped valve 50, the 4th energy again after 54 pressurization of energy delivery pumpSource conveyance conduit 57 and energy input and output pipe joint pipe 46 enter in energy storage cavern 26；
When needing to export the energy of deposit from energy reserves library 26, controller 36 controls energy delivery pump 54 and opensDynamic, the C port of the first electric T-shaped valve 49 of control is connected to the port B, and electric switching valve 51 is opened, the second electric T-shaped valve 50The port A is connected to the port B, and energy input and output control valve 47 is opened；The energy in energy storage cavern 26 successively passes through energy inputOutput channel mouthpiece 46, the 4th energy delivery pipeline 57, the second electric T-shaped valve 50, the 5th energy delivery pipeline 41, firstElectric T-shaped valve 49 and the first energy delivery pipeline 53 enter the import of energy delivery pump 54, after 54 pressurization of energy delivery pumpSuccessively enter in energy input and output transport vehicle 52 by the 6th energy delivery pipeline 42 and the second energy delivery pipeline 55 again.
In the present embodiment, as shown in figure 26, the controller 36 includes PLC module 36-1 and connects with PLC module 36-1The output of touch LCD screen 36-2, the PLC module 36-1 be terminated with for the power on/off to compressor set 38-1The the first relay 36-3 controlled and the 4th relay 36-6 controlled for the power on/off to energy delivery pump 54,The pressure sensor 12 passes through the input terminal across the haulage drift 32 of mine and the signal wire of courtyard 31 and PLC module 36-1Connection, the temperature sensor 13 is by passing through the haulage drift 32 of mine and the signal wire of courtyard 31 with PLC module 36-1'sInput terminal connection, the pressure-control valve 9 and energy input and output control valve 47 pass through the haulage drift 32 and day across mineThe signal wire of well 31 is connect with the output end of PLC module 36-1, first electric T-shaped valve 49,50 and of the second electric T-shaped valveElectric switching valve 51 is connect with the output end of PLC module 36-1, the contactor in the current supply circuit of the compressor set 38-1It is connect with the output end of the first relay 36-3, the contactor and the 4th relay in the current supply circuit of the energy delivery pump 54The sending end of 36-6 connects.
Remaining structure is same as Example 1.
The construction method of the energy deep-well downhole stored transportation system of the present embodiment, unlike the first embodiment:
Energy input and output pipeline preformed hole 45, pressure-equalizing pipe preformed hole is arranged in step 1017 in Strengthening Roof 319, pressure pipe preformed hole 20 and temperature pipe preformed hole 21 is taken；
Step 101722 pours impervious material in Strengthening Roof mold 25, and during pouring impervious material, insertsIt is reserved to enter the septate energy input and output pipeline preformed hole formed pipe of external package, the external septate pressure-equalizing pipe of packageHole forming pipe, it is external wrap up septate pressure pipe preformed hole formed pipe and external package it is septate take temperature pipe preformed hole atType pipe pours impervious material until the upper surface of impervious material reaches one section of inwardly projecting top surface of 25 bottom of Strengthening Roof moldFlush；
Step 101724, after reinforcing material solidification, take out that external to wrap up septate energy input and output pipeline reservedHole forming pipe, the septate pressure-equalizing pipe preformed hole formed pipe of external package, the external septate pressure pipe preformed hole of packageFormed pipe and external package are septate to take temperature pipe preformed hole formed pipe, formation energy input and output pipeline preformed hole 45, pressureDynamic balance pipe preformed hole 19, pressure pipe preformed hole 20 and take temperature pipe preformed hole 21；As shown in figure 16；
Step 1018, will to be provided with energy input and output pipeline preformed hole 45, pressure-equalizing pipe preformed hole 19, pressure pipe pre-Box out 20 and take the Strengthening Roof 3 of temperature pipe preformed hole 21 to be placed in top storage cavern main body in the middle part of spill at the top of prefabricated componentsIn interface, and Strengthening Roof 3 and prefabricated components in the middle part of the storage cavern main body of top are connected as one using cementitious material；
Step 1019 is inserted into energy input and output pipe joint pipe 46 in energy input and output pipeline preformed hole 45；ToolWhen body is implemented, energy input and output pipe joint pipe 46 is protruded into collecting pit 1-4；
Step 1020, in the gap of energy input and output pipe joint pipe 46 and energy input and output pipeline preformed hole 45Cementitious material is poured, energy input and output pipe joint pipe 46 is connected as one with Strengthening Roof 3；
Step 1021 connects energy input and output control valve 47 on energy input and output pipe joint pipe 46；
Step 202, on the basis of energy front pump 29 and energy rear pump 35 are fixed on, by the first energy delivery pipeline 53The import of one end and energy delivery pump 54 connect, the other end is connect with the port B of the first electric T-shaped valve 49；By second energyOne end of conveyance conduit 55 is connect with the port A of the first electric T-shaped valve 49, on the other end and energy input and output transport vehicle 52Energy exportation connection；The outlet of one end of third energy delivery pipeline 56 and energy delivery pump 54 is connect, the other end and theThe C port of two electric T-shaped valves 50 connects；By the port A of one end of the 4th energy delivery pipeline 57 and the second electric T-shaped valve 50Connection, the other end passes through the courtyard 31 of mine and haulage drift 32 is connect with energy input and output pipe joint pipe 46；By the 5thOne end of energy delivery pipeline 41 is connect with the port B of the second electric T-shaped valve 50, the C of the other end and the first electric T-shaped valve 49Port connection；One end of 6th energy delivery pipeline 42 is connect by three-way interface with the second energy delivery pipeline 55, by theThe other end of six energy delivery pipelines 42 is connect by three-way interface with third energy delivery pipeline 56, and by electric switching valve 51It is connected on the 6th energy delivery pipeline 42；Energy input and output control valve 47 is passed through into the haulage drift 32 and day across mineThe signal wire of well 31 is connect with the output end of controller 36；
Step 205, by the first electric controlled regulating valve 38-5, the second electric controlled regulating valve 38-8, third electric controlled regulating valve 38-11,Compressor set 38-1, energy delivery pump the 54, first electric T-shaped valve 49, the second electric T-shaped valve 50 and electric switching valve 51 and distinguishIt is connect with the output end of controller 36.
Remaining step is same as Example 1.
The above is only presently preferred embodiments of the present invention, is not intended to limit the invention in any way, it is all according to the present inventionTechnical spirit any simple modification to the above embodiments, change and equivalent structural changes, still fall within skill of the present inventionIn the protection scope of art scheme.