Movatterモバイル変換


[0]ホーム

URL:


CN112443274A - Construction method of coal bunker cable hole - Google Patents

Construction method of coal bunker cable hole
Download PDF

Info

Publication number
CN112443274A
CN112443274ACN201910850045.0ACN201910850045ACN112443274ACN 112443274 ACN112443274 ACN 112443274ACN 201910850045 ACN201910850045 ACN 201910850045ACN 112443274 ACN112443274 ACN 112443274A
Authority
CN
China
Prior art keywords
hole
coal bunker
cable hole
drill
diameter
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910850045.0A
Other languages
Chinese (zh)
Inventor
魏垂胜
张红军
刘二层
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yongcheng Coal and Electricity Holding Group Co Ltd
Original Assignee
Yongcheng Coal and Electricity Holding Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yongcheng Coal and Electricity Holding Group Co LtdfiledCriticalYongcheng Coal and Electricity Holding Group Co Ltd
Priority to CN201910850045.0ApriorityCriticalpatent/CN112443274A/en
Publication of CN112443274ApublicationCriticalpatent/CN112443274A/en
Pendinglegal-statusCriticalCurrent

Links

Images

Classifications

Landscapes

Abstract

The invention discloses a construction method of a coal bunker cable hole, which comprises the first step of vertically constructing a drill hole with the diameter of 28-32mm from bottom to top at the designed position of a coal bunker lower opening cable hole by using an anchor rod machine as a guide hole; secondly, pulling out the drill rod after the drill hole penetrates to the upper opening of the waste bin, and installing a hole expanding drill bit with the diameter of 73mm for expanding the hole; and thirdly, pre-burying a steel pipe with the diameter of 50mm in the hole after reaming is finished, and performing pipe fixing operation, wherein the construction of the cable hole is finished after the pipe is fixed. The cable hole machining method is simple to operate, the complex process of using a raise boring machine to open holes underground is omitted, the construction efficiency is improved, and the construction cost is effectively reduced.

Description

Construction method of coal bunker cable hole
Technical Field
The invention relates to the technical field of underground coal mine construction, in particular to a construction method of a coal bunker cable hole.
Background
The conventional construction method needs to use a raise boring machine, so that the operation is inconvenient and the construction cost is high.
Disclosure of Invention
The invention aims to provide a construction method of a coal bunker cable hole suitable for underground, and the construction cost can be effectively reduced by adopting the method to construct the cable hole.
The technical scheme adopted by the invention is as follows:
a construction method of a coal bunker cable hole comprises the following steps:
firstly, vertically constructing a drill hole with the diameter of 28-32mm from bottom to top at the designed position of a cable hole at the lower opening of a coal bunker by using an anchor rod machine as a guide hole;
secondly, pulling out the drill rod after the drill hole penetrates to the upper opening of the waste bin, and installing a hole expanding drill bit with the diameter of 73mm for expanding the hole;
and thirdly, pre-burying a steel pipe with the diameter of 50mm in the hole after reaming is finished, and performing pipe fixing operation, wherein the construction of the cable hole is finished after the pipe is fixed.
Further, the operation of pipe fixing is to use a block to block the bottom of the hole enlargement, and cement slurry is poured into a gap between the steel pipe and the hole enlargement.
Further, the wall thickness of the steel pipe is 2 mm.
The invention has the following beneficial effects: the construction method of the cable hole is simple to operate, the complex process of using a raise boring machine to construct and drill the hole underground is omitted, the construction efficiency is improved, and the construction cost is effectively reduced.
Drawings
FIG. 1 is a schematic view of the present invention during punching;
FIG. 2 is a schematic structural view of the steel pipe of the present invention after installation;
in the figure: 1-coal bunker, 2-roadway, 3-guide hole, 4-reaming, 5-cable hole, 6-rock mass, 7-steel pipe and 8-cement slurry.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
The invention relates to a construction method of a coal bunker cable hole, which is applied to the construction of the cable hole under a coal mine or in a similar scene, and comprises the following steps:
firstly, as shown in figure 1, arock mass 6 between anupper roadway 2 and alower roadway 2 of a coal bunker 1 is vertically drilled with a bolting machine from bottom to top to form a drill hole with the diameter of 28-32mm as aguide hole 3;
secondly, pulling out a drill rod after theguide hole 3 penetrates into the upperopening roadway 2 of the waste bin, and installing a hole expanding drill bit with the diameter of 73mm for expandingholes 4;
thirdly, as shown in fig. 2, after the hole expansion is finished, asteel pipe 7 with the diameter of 50mm and the wall thickness of 2mm is pre-buried in the hole, the bottom of the hole expansion is blocked by a blocking block,cement slurry 8 is poured into a gap between thesteel pipe 7 and thehole expansion 4 to carry out the pipe fixing operation, and after the pipe is fixed, the construction of thecable hole 5 is finished.
The method is simple to operate, the complex process of using the raise boring machine to construct and drill holes underground is omitted, the construction efficiency is improved, and the construction cost is effectively reduced.

Claims (3)

CN201910850045.0A2019-08-272019-08-27Construction method of coal bunker cable holePendingCN112443274A (en)

Priority Applications (1)

Application NumberPriority DateFiling DateTitle
CN201910850045.0ACN112443274A (en)2019-08-272019-08-27Construction method of coal bunker cable hole

Applications Claiming Priority (1)

Application NumberPriority DateFiling DateTitle
CN201910850045.0ACN112443274A (en)2019-08-272019-08-27Construction method of coal bunker cable hole

Publications (1)

Publication NumberPublication Date
CN112443274Atrue CN112443274A (en)2021-03-05

Family

ID=74733537

Family Applications (1)

Application NumberTitlePriority DateFiling Date
CN201910850045.0APendingCN112443274A (en)2019-08-272019-08-27Construction method of coal bunker cable hole

Country Status (1)

CountryLink
CN (1)CN112443274A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
EP0202013A2 (en)*1985-04-051986-11-20Gas Research InstituteSteering and control system for percussion boring tools
CN105673934A (en)*2015-12-242016-06-15上海神洁环保科技股份有限公司Non-excavation cable laying and pipe arranging method
CN109989710A (en)*2017-12-302019-07-09中国人民解放军63653部队High-precision heavy-caliber horizontal resistance force method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
EP0202013A2 (en)*1985-04-051986-11-20Gas Research InstituteSteering and control system for percussion boring tools
CN105673934A (en)*2015-12-242016-06-15上海神洁环保科技股份有限公司Non-excavation cable laying and pipe arranging method
CN109989710A (en)*2017-12-302019-07-09中国人民解放军63653部队High-precision heavy-caliber horizontal resistance force method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
李瑞群: "神东矿区井下各类常用钻孔的特点分析和施工工艺研究", 《煤炭工程》*
郭端英: "引黄入晋工程地下泵站电缆井施工设计", 《水利水电工程设计》*

Similar Documents

PublicationPublication DateTitle
CN101649740B (en)Ground bored well body structure for gas extraction
CN101736746B (en)Construction method for vibrator pipe sinking high-pressure grouting underpinning pile extracting
CN105155516B (en)The method of construction drill bored concrete pile before making an overall screening underground obstacle
CN111395330B (en)Construction method for concrete cast-in-situ bored pile complete steel casing penetrating through underground gallery
CN103603342A (en)Construction method of ultra-long bored concrete pile with large-diameter casing combination
CN110630321A (en)Goaf on-well filling equipment and method thereof
CN1963044A (en)Construction method for withdrawal of waste pile
CN103233467A (en)Construction method for expanded-base cast-in-place piles
CN105649073A (en)Static root drilling type construction method for planting piles
CN102747729A (en)Sleeve connection device for bored cast-in-place pile construction
CN105350569A (en)Diaphragm wall parallel drilling method grooving process
CN110185390B (en)Miniature pile group pile drilling positioning and guiding device and use method
KR101381325B1 (en)The non-open cut tunnel construction method using the multistage small diameter steel pipe
CN203741843U (en)Punching grouting conical head
CN112443274A (en)Construction method of coal bunker cable hole
KR101345457B1 (en)Driving piles pressure device and using the device driving pile method
CN115075249B (en)Pile foundation cleaning device and pile foundation cleaning process
CN204252131U (en)The casing device of pore-forming in a kind of building lot
CN115387845B (en)High-level filling method for coal mine roof
CN215367226U (en) A kind of introduction and expansion hole expansion pile with grouting root reinforcement after middle excavation
CN204344048U (en)Foreign matter fisher in hole
CN105156148B (en)Gas vertical gas tube mounting process
CN208857813U (en)Ram vibration base expanding and base expanding post jacking hollow preformed pile
CN101105032A (en)Hydraulic ceiling coil pore-forming technique and device
CN111764388A (en) A kind of special geological pile foundation construction equipment and construction method

Legal Events

DateCodeTitleDescription
PB01Publication
PB01Publication
SE01Entry into force of request for substantive examination
SE01Entry into force of request for substantive examination
WD01Invention patent application deemed withdrawn after publication

Application publication date:20210305

WD01Invention patent application deemed withdrawn after publication

[8]ページ先頭

©2009-2025 Movatter.jp