技术领域Technical Field
本发明涉及一种固废基高含水率软土固化剂与固化装置,属于淤泥固化处理技术领域。The invention relates to a solid waste-based high-water content soft soil curing agent and a curing device, belonging to the technical field of sludge curing treatment.
背景技术Background technique
我国沿海地区存在着大量高含水率淤泥质土,包括天然沉积软土以及人工吹填土,都需经过加固处理才能用于工程建设。目前国内外对淤泥进行固化选取的材料是水泥,生产水泥会排出大量的二氧化碳,因此需要研发一种可部分替代水泥的胶凝材料。我国基础建设飞速发展,消耗大量的建材原料,同时也会产生建筑固废、工业固废以及衍生的生物质固体废弃物等大宗固废。建筑垃圾,直接扔至垃圾填埋场占用大量空间,但是将建筑垃圾磨细之后会产生胶凝性,可以减缓掉里面含有的水分,使得整个体系很规整,并且将它制成一块一块分开的,具有较好的操作性。工业固废,具有潜在的活性,将其用于固化剂存在更大的优势。生物质固废,火山灰质的成分较多,在用作土壤固化剂时具有许多优势。同时纤维材料可以有效的增强固化土的力学性能。高分子材料提升整体材料的力学性能。利用他们的性质和这些固废进行再利用,生产出固化剂。而现有的固化剂处理系统,需要人为测定淤泥中的成分,进一步的判断处理固化剂的用量,其过程繁琐复杂,因此需要研发一种固废基高含水率软土固化剂及其处理系统。There are a lot of high-water content silty soils in my country's coastal areas, including natural sedimentary soft soil and artificial blown fill soil, which need to be reinforced before they can be used for engineering construction. At present, cement is the material selected for silt solidification at home and abroad. The production of cement will emit a large amount of carbon dioxide, so it is necessary to develop a cementitious material that can partially replace cement. my country's infrastructure is developing rapidly, consuming a large amount of building materials and raw materials, and also generating large amounts of solid waste such as construction solid waste, industrial solid waste and derived biomass solid waste. Construction waste, thrown directly into the landfill, takes up a lot of space, but after grinding the construction waste, it will produce gelling properties, which can slow down the water contained in it, making the whole system very regular, and making it separate piece by piece, with better operability. Industrial solid waste has potential activity, and there are greater advantages in using it as a curing agent. Biomass solid waste has a large amount of volcanic ash components, which has many advantages when used as a soil curing agent. At the same time, fiber materials can effectively enhance the mechanical properties of the solidified soil. Polymer materials improve the mechanical properties of the overall material. Use their properties and these solid wastes for reuse to produce curing agents. The existing curing agent treatment system requires manual measurement of the components in the sludge and further judgment of the amount of curing agent to be used. The process is cumbersome and complicated. Therefore, it is necessary to develop a solid waste-based high-moisture content soft soil curing agent and its treatment system.
发明内容Summary of the invention
本发明所要解决的技术问题是:提供一种固废基高含水率软土固化剂与固化装置。The technical problem to be solved by the present invention is to provide a solid waste-based high-water content soft soil curing agent and a curing device.
为了解决上述技术问题,本发明提供了一种固废基高含水率软土固化剂,其原料包括建筑固废,工业固废,生物质固体废弃物,碱激发材料,水泥,纤维材料及高分子材料。In order to solve the above technical problems, the present invention provides a solid waste-based high-water content soft soil solidifier, whose raw materials include construction solid waste, industrial solid waste, biomass solid waste, alkali-activated materials, cement, fiber materials and polymer materials.
优选地,所述的建筑固废为红砖粉、废弃混凝土再生微粉中的至少一种;所述的工业固废为矿粉,钢渣粉、电石渣粉中的至少一种;所述的生物质固体废弃物为稻壳灰中的至少一种;所述的碱激发材料为生石灰、氢氧化钠、氢氧化镁。Preferably, the construction solid waste is at least one of red brick powder and waste concrete recycled micropowder; the industrial solid waste is at least one of mineral powder, steel slag powder and carbide slag powder; the biomass solid waste is at least one of rice husk ash; and the alkali-activated material is quicklime, sodium hydroxide and magnesium hydroxide.
优选地,所述固废基高含水率软土的含水率与建筑固废、工业固废、生物质固体废弃物三者的质量占比的关系如表1所示:Preferably, the relationship between the moisture content of the solid waste-based high-moisture content soft soil and the mass proportion of construction solid waste, industrial solid waste, and biomass solid waste is shown in Table 1:
表1Table 1
所述固废基高含水率软土中有机质的质量含量、盐分的质量浓度与原料的质量比如表2所示:The mass content of organic matter in the solid waste-based high-water content soft soil, the mass concentration of salt and the mass ratio of raw materials are shown in Table 2:
表2Table 2
;;
表2中,质量比依次为建筑固废、工业固废、生物质固体废弃物、碱激发材料、水泥、纤维材料、高分子材料的质量比;In Table 2, the mass ratios are construction solid waste, industrial solid waste, biomass solid waste, alkali-activated materials, cement, fiber materials, and polymer materials;
所述固废基高含水率软土所需固化的强度与部分原料的规格的关系如表3所示:The relationship between the required curing strength of the solid waste-based high-water content soft soil and the specifications of some raw materials is shown in Table 3:
表3table 3
;;
所述固废基高含水率软土的环保要求与部分原料质量百分比的关系如表4所示:The relationship between the environmental protection requirements of the solid waste-based high-water content soft soil and the mass percentage of some raw materials is shown in Table 4:
表4Table 4
;;
所述固废基高含水率软土用于固废浸出毒性的试验时,重金属的浓度控制范围与其在固化土中的质量百分比之间的关系如表5所示:When the solid waste-based high-water content soft soil is used for the solid waste leaching toxicity test, the relationship between the concentration control range of heavy metals and their mass percentage in the solidified soil is shown in Table 5:
表5table 5
;;
所述固废基高含水率软土固化后的裂缝控制范围与纤维材料的质量百分比之间的关系如表6所示:The relationship between the crack control range after solidification of the solid waste-based high-water content soft soil and the mass percentage of the fiber material is shown in Table 6:
表6Table 6
。.
本发明还提供了一种固废基高含水率软土固化装置,其包括:The present invention also provides a solid waste-based high-water content soft soil solidification device, which comprises:
自动开启及关闭装置;Automatic opening and closing devices;
软土进料斗及用于上述固废基高含水率软土固化剂的7种原料进料的7个进料斗,软土进料斗及每个进料斗下方设有一流量阀;A soft soil feed hopper and seven feed hoppers for feeding seven kinds of raw materials of the above-mentioned solid waste-based high-water content soft soil curing agent, and a flow valve is provided under the soft soil feed hopper and each feed hopper;
搅拌装置,搅拌装置设有搅拌仓,搅拌仓上设有与8个流量阀连通的8个搅拌仓进口,搅拌装置沿物料运动方向的下游处设有搅拌装置出口;A stirring device, wherein the stirring device is provided with a stirring chamber, the stirring chamber is provided with 8 stirring chamber inlets connected with 8 flow valves, and a stirring device outlet is provided at a downstream of the stirring device along a material moving direction;
压模装置,压模装置上设有压模装置进口,压模装置进口与搅拌装置出口连通;A die pressing device, wherein the die pressing device is provided with a die pressing device inlet, and the die pressing device inlet is connected to the stirring device outlet;
储存仓,储存仓一侧的储存仓进口与压模装置连通;储存仓的另一侧设有出料口一;A storage bin, wherein the storage bin inlet on one side of the storage bin is connected to the die pressing device; and a discharge port 1 is provided on the other side of the storage bin;
出料包装装置,出料包装装置一侧的进料口与储存仓连通,另一侧设有出料口二;A discharging and packaging device, wherein a feeding port on one side of the discharging and packaging device is connected to the storage bin, and a second discharging port is provided on the other side;
位于底部的动力装置,用于移动整个固化装置;A power unit located at the bottom, used to move the entire curing unit;
所有流量阀、搅拌装置、压模装置、出料包装装置均连接PLC控制器。All flow valves, stirring devices, die pressing devices, and discharging and packaging devices are connected to the PLC controller.
优选地,所述软土进料斗及每个所述进料斗均通过钢管装置连接固定。Preferably, the soft soil feed hopper and each of the feed hoppers are connected and fixed by a steel pipe device.
优选地,所述软土进料斗及每个所述进料斗的顶部进料口处均设有破碎机;所述每个流量阀与对应搅拌仓进口之间设有球磨机或搅拌机。Preferably, the soft soil feed hopper and the top feed port of each feed hopper are provided with a crusher; and a ball mill or a mixer is provided between each flow valve and the corresponding mixing bin inlet.
优选地,所述软土进料斗相对于7个进料斗位于搅拌装置物料运动方向的下游。Preferably, the soft soil feed hopper is located downstream of the material movement direction of the stirring device relative to the seven feed hoppers.
优选地,所述软土进料斗内设有用于检测软土的检测装置,其包括含水率测定装置,有机质检测装置,含盐量检测装置,重金属检测装置,有机物检测装置,检测装置与PLC控制器连接。Preferably, a detection device for detecting soft soil is provided in the soft soil feed hopper, which includes a moisture content measuring device, an organic matter detecting device, a salt content detecting device, a heavy metal detecting device, and an organic matter detecting device, and the detecting device is connected to a PLC controller.
优选地,所述压模装置与储存仓之间还设有强度检测装置、裂缝检测装置中的至少一种。Preferably, at least one of a strength detection device and a crack detection device is provided between the die pressing device and the storage bin.
更优选地,所述压模装置与强度检测装置一侧的强度检测装置进口连接,强度检测装置与裂缝检测装置一侧的裂缝检测装置进口连通,裂缝检测装置与储存仓进口连通;强度检测装置、裂缝检测装置均连接PLC控制器。More preferably, the die pressing device is connected to the strength detection device inlet on one side of the strength detection device, the strength detection device is connected to the crack detection device inlet on one side of the crack detection device, and the crack detection device is connected to the storage bin inlet; the strength detection device and the crack detection device are both connected to the PLC controller.
本发明包含高含水率淤泥固化剂,该固化剂可部分替代水泥,使用的是建筑固废、工业固废等大宗固废,并且使用了纤维材料和高分子材料,环保无污染,有利于生态的保护。并设置高含水率淤泥固化处理系统,通过PLC控制器控制,设置有搅拌装置进行搅拌,压模装置压制成型,在这过程中系统随机抽取样品进行强度检测和裂缝检测,后可进行包装后出料,整个设备利用动力可进行移动,以便应对现场复杂的场地环境。The present invention includes a high-water content sludge solidifying agent, which can partially replace cement, uses bulk solid wastes such as construction solid waste and industrial solid waste, and uses fiber materials and polymer materials, which are environmentally friendly and pollution-free, and are conducive to ecological protection. A high-water content sludge solidification treatment system is provided, which is controlled by a PLC controller, is provided with a stirring device for stirring, and a die pressing device for pressing and molding. During this process, the system randomly extracts samples for strength testing and crack testing, and then can be packaged and discharged. The entire device can be moved by power to cope with the complex site environment on site.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本发明提供的固化装置的示意图;FIG1 is a schematic diagram of a curing device provided by the present invention;
图2为检测装置的示意图。FIG. 2 is a schematic diagram of a detection device.
具体实施方式Detailed ways
为使本发明更明显易懂,兹以优选实施例,并配合附图作详细说明如下。In order to make the present invention more clearly understood, preferred embodiments are described in detail below with reference to the accompanying drawings.
各实施例所采用的固化装置如图1-2所示,一种固废基高含水率软土固化装置,其包括:The solidification device used in each embodiment is shown in FIG. 1-2 , which is a solid waste-based high-water content soft soil solidification device, comprising:
自动开启及关闭装置1;Automatic opening and closing device 1;
软土进料斗9及用于所述的固废基高含水率软土固化剂的7种原料进料的7个进料斗;A soft soil feed hopper 9 and seven feed hoppers for feeding seven kinds of raw materials of the solid waste-based high-water content soft soil curing agent;
搅拌装置36,搅拌装置36设有搅拌仓50,搅拌仓50上设有8个搅拌仓进口(沿搅拌装置36物料运动方向的排列顺序依次为搅拌仓进口一25、搅拌仓进口二26、搅拌仓进口三27、搅拌仓进口四28、搅拌仓进口五29、搅拌仓进口六30、搅拌仓进口七31、搅拌仓进口八32),搅拌装置36沿物料运动方向的下游处设有搅拌装置出口37;A stirring device 36, the stirring device 36 is provided with a stirring bin 50, and the stirring bin 50 is provided with 8 stirring bin inlets (arranged in the order of stirring bin inlet 1 25, stirring bin inlet 26, stirring bin inlet 3 27, stirring bin inlet 4 28, stirring bin inlet 5 29, stirring bin inlet 6 30, stirring bin inlet 7 31, stirring bin inlet 8 32 along the material movement direction of the stirring device 36), and a stirring device outlet 37 is provided at the downstream of the stirring device 36 along the material movement direction;
7个进料斗分别为:第一进料斗2、第二进料斗3、第三进料斗4、第四进料斗5、第五进料斗6、第六进料斗7、第七进料斗8、软土进料斗9,第一进料斗2中放置建筑固废,第二进料斗3中放置工业固废,第三进料斗4中放置生物质固体废弃物,第四进料斗5中放置激发材料,第五进料斗6中放置水泥,第六进料斗7中放置纤维材料,第七进料斗8中放置高分子材料,第一进料斗2出料口设有第一流量阀11,第一流量阀11连接第一球磨机18,第一球磨机18连通搅拌仓进口一25,第二进料斗3出料口设有第二流量阀12,第二流量阀12连接第二球磨机19,第二球磨机19连通搅拌仓进口二26,第三进料斗4出料口设有第三流量阀13,第三流量阀13连接第三球磨机20,第三球磨机20连通搅拌仓进口三27,第四进料斗5出料口设有第四流量阀14,第四流量阀14连接第一搅拌机21,第一搅拌机21连通搅拌仓进口四28,第五进料斗6出料口设有第五流量阀15,第五流量阀15连接第二搅拌机22,第二搅拌机22连通搅拌仓进口五29,第六进料斗7出料口设有第六流量阀16,第六流量阀16连接第三搅拌机23,第三搅拌机23连通搅拌仓进口六30,第七进料斗8出料口设有第七流量阀17,第七流量阀17连接第四搅拌机24,第四搅拌机24连通搅拌仓进口七31,高含水率软土进料斗9中放置高含水率软土,高含水率软土进料斗出料口设有第八流量阀33,第八流量阀33连通搅拌仓进口八32;The 7 feed hoppers are: a first feed hopper 2, a second feed hopper 3, a third feed hopper 4, a fourth feed hopper 5, a fifth feed hopper 6, a sixth feed hopper 7, a seventh feed hopper 8, and a soft soil feed hopper 9. Construction solid waste is placed in the first feed hopper 2, industrial solid waste is placed in the second feed hopper 3, biomass solid waste is placed in the third feed hopper 4, excitation materials are placed in the fourth feed hopper 5, cement is placed in the fifth feed hopper 6, fiber materials are placed in the sixth feed hopper 7, and polymer materials are placed in the seventh feed hopper 8. The first feed hopper 2 is provided with a first flow valve 11 at the discharge port, and the first flow valve 11 is connected to the first ball mill 18, and the first ball mill 18 is connected to the mixing bin inlet 1 25. The second feed hopper 3 is provided with a second flow valve 12 at the discharge port, and the second flow valve 12 is connected to the second ball mill 19, and the second ball mill 19 is connected to the mixing bin inlet 26. The third feed hopper 4 is provided with a third flow valve 13 at the discharge port, and the third flow valve 13 is connected to a third ball mill 20, the third ball mill 20 is connected to the mixing bin inlet three 27, a fourth feed hopper 5 is provided with a fourth flow valve 14 at the discharge port, the fourth flow valve 14 is connected to the first mixer 21, the first mixer 21 is connected to the mixing bin inlet four 28, a fifth feed hopper 6 is provided with a fifth flow valve 15 at the discharge port, the fifth flow valve 15 is connected to the second mixer 22, the second mixer 22 is connected to the mixing bin inlet five 29, a sixth feed hopper 7 is provided with a sixth flow valve 16 at the discharge port, the sixth flow valve 16 is connected to the third mixer 23, the third mixer 23 is connected to the mixing bin inlet six 30, a seventh feed hopper 8 is provided with a seventh flow valve 17 at the discharge port, the seventh flow valve 17 is connected to the fourth mixer 24, the fourth mixer 24 is connected to the mixing bin inlet seven 31, high-water content soft soil is placed in the high-water content soft soil feed hopper 9, and an eighth flow valve 33 is provided at the discharge port of the high-water content soft soil feed hopper, and the eighth flow valve 33 is connected to the mixing bin inlet eight 32;
压模装置39,压模装置39上设有压模装置进口38,压模装置进口38与搅拌装置出口37连通;A die pressing device 39, wherein the die pressing device 39 is provided with a die pressing device inlet 38, and the die pressing device inlet 38 is connected to the stirring device outlet 37;
储存仓44,储存仓44一侧的储存仓进口45与压模装置39连通;储存仓44的另一侧设有出料口一46;A storage bin 44, a storage bin inlet 45 on one side of the storage bin 44 is connected to the die pressing device 39; a discharge port 46 is provided on the other side of the storage bin 44;
出料包装装置47,出料包装装置47一侧的进料口51与储存仓44连通,另一侧设有出料口二48;A discharging and packaging device 47, wherein a feed port 51 on one side of the discharging and packaging device 47 is connected to the storage bin 44, and a second discharging port 48 is provided on the other side;
位于底部的动力装置49,用于移动整个固化装置;A power device 49 located at the bottom is used to move the entire curing device;
所有流量阀18、搅拌装置36、压模装置39、出料包装装置47均连接PLC控制器。All flow valves 18, stirring devices 36, die pressing devices 39, and discharging and packaging devices 47 are connected to the PLC controller.
所述软土进料斗9及每个所述进料斗均通过钢管装置10连接固定。The soft soil feed hopper 9 and each of the feed hoppers are connected and fixed by a steel pipe device 10.
所述软土进料斗9及每个所述进料斗的顶部进料口处均设有破碎机35。The soft soil feed hopper 9 and the top feed port of each feed hopper are provided with a crusher 35 .
所述软土进料斗9内设有用于检测软土的检测装置,如图2所示,其包括含水率测定装置341,有机质检测装置342,含盐量检测装置343,重金属检测装置344,有机物检测装置345。The soft soil feed hopper 9 is provided with a detection device for detecting soft soil, as shown in FIG. 2 , which includes a moisture content determination device 341 , an organic matter detection device 342 , a salt content detection device 343 , a heavy metal detection device 344 , and an organic matter detection device 345 .
所述压模装置39与储存仓44之间还设有强度检测装置40、裂缝检测装置42,所述压模装置39与强度检测装置40一侧的强度检测装置进口41连接,强度检测装置40与裂缝检测装置42一侧的裂缝检测装置进口43连通,裂缝检测装置42与储存仓进口45连通;强度检测装置40、裂缝检测装置42均连接PLC控制器。A strength detection device 40 and a crack detection device 42 are also provided between the die pressing device 39 and the storage bin 44. The die pressing device 39 is connected to a strength detection device inlet 41 on one side of the strength detection device 40, the strength detection device 40 is connected to a crack detection device inlet 43 on one side of the crack detection device 42, and the crack detection device 42 is connected to a storage bin inlet 45; the strength detection device 40 and the crack detection device 42 are both connected to a PLC controller.
使用时,将现场取得的高含水率软土加入软土进料斗9中,含水率测定装置341、有机质检测装置342、含盐量检测装置343、重金属检测装置344、有机物检测装置345测定其含水率、有机质含量、含盐量、重金属浓度、有机物浓度,并将该信息发送至PLC控制器,PLC控制器接收到该信息后,经过数据处理,判断并控制第一流量阀11、第二流量阀12、第三流量阀13、第四流量阀14、第五流量阀15、第六流量阀16、第七流量阀17、第八流量阀18的开闭,从而控制进入搅拌装置36的固化剂配比和加入高含水率软土的量,从而实现调控。并在搅拌装置36的搅拌仓48中搅拌,并通过压模装置39将固化土压制成所需的规格制品,这些制品经过强度检测装置40、裂缝检测装置42会进入储存仓43,在这过程中系统随机抽取样品进行强度检测和裂缝检测。储存仓43的制品可以通过出料口一45出料,也可以进入出料包装装置46,进行包装后通过出料口二47出料。整个设备利用动力装置48进行移动,以便应对现场复杂的场地环境。When in use, the high-water content soft soil obtained on site is added to the soft soil feed hopper 9, and the moisture content measuring device 341, the organic matter detection device 342, the salt content detection device 343, the heavy metal detection device 344, and the organic matter detection device 345 measure its moisture content, organic matter content, salt content, heavy metal concentration, and organic matter concentration, and send the information to the PLC controller. After receiving the information, the PLC controller processes the data, determines and controls the opening and closing of the first flow valve 11, the second flow valve 12, the third flow valve 13, the fourth flow valve 14, the fifth flow valve 15, the sixth flow valve 16, the seventh flow valve 17, and the eighth flow valve 18, thereby controlling the ratio of the curing agent entering the stirring device 36 and the amount of high-water content soft soil added, thereby achieving regulation. The solidified soil is stirred in the mixing bin 48 of the stirring device 36, and is pressed into products of required specifications by the pressing mold device 39. These products pass through the strength detection device 40 and the crack detection device 42 and enter the storage bin 43. During this process, the system randomly selects samples for strength detection and crack detection. The products in the storage bin 43 can be discharged through the discharge port 1 45, or enter the discharge packaging device 46, and then be discharged through the discharge port 2 47 after packaging. The entire equipment is moved by the power device 48 to cope with the complex site environment.
实施例1Example 1
取高含水率软土的泥样,测得其含水率为91%,有机质的质量百分比为3.11%,盐分浓度为0.359%。A mud sample of high-water content soft soil was taken, and its water content was measured to be 91%, the mass percentage of organic matter was 3.11%, and the salt concentration was 0.359%.
需施工的场地要求强度为500kPa,故选取建筑固废(细度为:550μm)、工业固废(细度为:270μm)、The required strength of the construction site is 500kPa, so construction solid waste (fineness: 550μm), industrial solid waste (fineness: 270μm),
生物质固体废弃物(细度为:380μm)、需施工的场地要求重金属含量≤0.005mg/L,故选取固化剂与固化土重量的占比为9%。需施工的场地要求轻微裂缝,故选取成分六的占比为4%。需施工的场地要求现场施工。Biomass solid waste (fineness: 380μm), the site to be constructed requires heavy metal content ≤ 0.005mg/L, so the proportion of curing agent and solidified soil weight is selected as 9%. The site to be constructed requires slight cracks, so the proportion of component six is selected as 4%. The site to be constructed requires on-site construction.
综合选取一种高含水率固化剂:选取建筑固废、工业固废、生物质固体废弃物、碱激发材料、水泥、纤维材料、高分子材料(质量比10:40:30:8:7:4:1)加入到高含水率软土中进行固化。通过搅拌装置进行搅拌后通过出料口送出进行现场固化。固化后的材料压制成型综合减容量为35.5%,强度为755kPa。Comprehensively select a high-water content curing agent: select construction solid waste, industrial solid waste, biomass solid waste, alkali-activated materials, cement, fiber materials, polymer materials (mass ratio 10:40:30:8:7:4:1) and add them to high-water content soft soil for curing. After stirring through a stirring device, it is sent out through a discharge port for on-site curing. The solidified material is pressed and molded with a comprehensive volume reduction of 35.5% and a strength of 755kPa.
实施例2Example 2
取高含水率软土的泥样,测得其含水率为86%,有机质的质量百分比5.31%,盐分浓度为0.569%。A mud sample of high-water content soft soil was taken, and its water content was measured to be 86%, the mass percentage of organic matter was 5.31%, and the salt concentration was 0.569%.
需施工的场地要求强度为1.1MPa,故选取建筑固废(细度为:250μm)、工业固废(细度为:115μm)、The required strength of the construction site is 1.1MPa, so construction solid waste (fineness: 250μm), industrial solid waste (fineness: 115μm),
生物质固体废弃物(细度为:96μm)、需施工的场地要求重金属含量≤0.008mg/L,故选取固化剂与固化土重量的占比为7%。需施工的场地要求轻微裂缝,故选取成分六的占比为4%。需施工的场地要求现场施工。Biomass solid waste (fineness: 96μm), the site to be constructed requires heavy metal content ≤ 0.008mg/L, so the proportion of curing agent and solidified soil weight is selected as 7%. The site to be constructed requires slight cracks, so the proportion of component six is selected as 4%. The site to be constructed requires on-site construction.
综合选取一种高含水率固化剂:选取建筑固废、工业固废、生物质固体废弃物、碱激发材料、水泥、纤维材料、高分子材料(质量比15:40:25:8:7:4:1)加入到高含水率软土中进行固化。通过搅拌装置进行搅拌后通过出料口送出进行现场固化。固化后的材料压制成型综合减容量为41.3%,强度为1.36MPa。Comprehensively select a high-water content curing agent: select construction solid waste, industrial solid waste, biomass solid waste, alkali-activated materials, cement, fiber materials, polymer materials (mass ratio 15:40:25:8:7:4:1) and add them to high-water content soft soil for curing. After stirring through a stirring device, it is sent out through a discharge port for on-site curing. The solidified material is pressed and molded with a comprehensive volume reduction of 41.3% and a strength of 1.36MPa.
实施例3Example 3
取高含水率软土的泥样,测得其含水率为95%,有机质的质量百分比为12.36%,盐分浓度为2.35%。A mud sample of high-water content soft soil was taken, and its water content was measured to be 95%, the mass percentage of organic matter was 12.36%, and the salt concentration was 2.35%.
需施工的场地要求强度为2.2MPa,故选取建筑固废(细度为:23μm)、工业固废(细度为:58μm)、The required strength of the construction site is 2.2MPa, so construction solid waste (fineness: 23μm), industrial solid waste (fineness: 58μm),
生物质固体废弃物(细度为:45μm)、需施工的场地要求重金属含量≤0.011mg/L,故选取固化剂与固化土重量的占比为2%。需施工的场地要求轻微裂缝,故选取成分六的占比为4%。需施工的场地要求现场施工。Biomass solid waste (fineness: 45μm), the site to be constructed requires heavy metal content ≤ 0.011mg/L, so the proportion of curing agent and solidified soil weight is selected as 2%. The site to be constructed requires slight cracks, so the proportion of component six is selected as 4%. The site to be constructed requires on-site construction.
综合选取一种高含水率固化剂:选取建筑固废、工业固废、生物质固体废弃物、碱激发材料、水泥、纤维材料、高分子材料(质量比20:40:20:9:6:4:1)加入到高含水率软土中进行固化。通过搅拌装置进行搅拌后通过出料口送出进行现场固化。固化后的材料压制成型综合减容量为31.5,强度为2.25MPa。Comprehensively select a high-water content curing agent: select construction solid waste, industrial solid waste, biomass solid waste, alkali-activated materials, cement, fiber materials, polymer materials (mass ratio 20:40:20:9:6:4:1) and add them to high-water content soft soil for curing. After stirring through a stirring device, it is sent out through a discharge port for on-site curing. The cured material is pressed and molded with a comprehensive volume reduction of 31.5 and a strength of 2.25MPa.
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310074642.5ACN116003037B (en) | 2023-01-16 | 2023-01-16 | A solid waste-based high-water content soft soil curing agent and curing device |
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310074642.5ACN116003037B (en) | 2023-01-16 | 2023-01-16 | A solid waste-based high-water content soft soil curing agent and curing device |
| Publication Number | Publication Date |
|---|---|
| CN116003037A CN116003037A (en) | 2023-04-25 |
| CN116003037Btrue CN116003037B (en) | 2024-07-30 |
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310074642.5AActiveCN116003037B (en) | 2023-01-16 | 2023-01-16 | A solid waste-based high-water content soft soil curing agent and curing device |
| Country | Link |
|---|---|
| CN (1) | CN116003037B (en) |
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113880544A (en)* | 2021-10-14 | 2022-01-04 | 温州市渣土利用开发股份有限公司 | Silt soft soil curing agent and silt soft soil curing method |
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105152615A (en)* | 2015-08-20 | 2015-12-16 | 刘祥勇 | All solid waste based soft soil foundation consolidation and pressure-relief material as well as application method thereof |
| CN105418005A (en)* | 2015-11-20 | 2016-03-23 | 南京工程学院 | Rapid curing agent for soft soil |
| CH714568B1 (en)* | 2017-11-24 | 2020-03-13 | Univ Southeast | Treatment system for ex situ carbonization and consolidation of a silt soil using active magnesium oxide and associated process. |
| CN109853310A (en)* | 2018-10-25 | 2019-06-07 | 浙江工业大学 | A kind of dredging silt industrial residue composite curing light soil and roadbed placement in layers construction method |
| CN110078457A (en)* | 2019-05-24 | 2019-08-02 | 唐山工业职业技术学院 | A kind of groundwork firming agent for soft soil prepared using industrial residue |
| CN110964534B (en)* | 2019-09-20 | 2021-10-01 | 上海市政工程设计研究总院(集团)有限公司 | High-performance environment-friendly soft soil curing agent and preparation method thereof |
| CN112921945A (en)* | 2021-01-27 | 2021-06-08 | 中钢集团马鞍山矿山研究总院股份有限公司 | Method for reinforcing soft soil foundation by taking industrial solid wastes as main raw materials |
| CN113277780A (en)* | 2021-04-12 | 2021-08-20 | 东南大学 | Curing agent based on biomass waste rice hull ash and road-using method |
| CN113698167B (en)* | 2021-08-31 | 2022-12-13 | 东南大学 | Soft foundation reinforced composite base material and method for preparing soft foundation reinforced composite base material by multi-type solid waste normal-temperature recombination |
| CN115159944A (en)* | 2022-07-06 | 2022-10-11 | 华东交通大学 | A kind of industrial solid waste soft clay curing agent and its resource utilization method |
| CN115196938A (en)* | 2022-08-08 | 2022-10-18 | 中电建路桥集团有限公司 | Slurry slag curing treatment, construction building slurry and construction method |
| CN115594373B (en)* | 2022-10-17 | 2024-12-17 | 中国科学院武汉岩土力学研究所 | Solid waste-based sludge curing agent and preparation method thereof |
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113880544A (en)* | 2021-10-14 | 2022-01-04 | 温州市渣土利用开发股份有限公司 | Silt soft soil curing agent and silt soft soil curing method |
| Publication number | Publication date |
|---|---|
| CN116003037A (en) | 2023-04-25 |
| Publication | Publication Date | Title |
|---|---|---|
| Zhang et al. | Effects of carrier on the performance of bacteria-based self-healing concrete | |
| Wang et al. | Strength characteristics and microstructure evolution of cemented tailings backfill with rice straw ash as an alternative binder | |
| CN105481314B (en) | Utilize the colliery Paste-like body filler and its preparation and fill method of building waste | |
| Taherlou et al. | Sustainable use of municipal solid waste incinerator bottom ash and the treated industrial wastewater in self-compacting concrete | |
| CN110451864A (en) | Ardealite baking-free ceramicite light-weight aggregate and preparation method thereof | |
| Dai et al. | Insights to compressive strength, impermeability and microstructure of micro-expansion steel slag cement under constraint conditions | |
| CN103253899B (en) | Silt solidification method | |
| CN109721297A (en) | A kind of baking-free ceramicite and preparation method thereof containing sludge and building waste | |
| Duan et al. | Solid waste-based dry-mix mortar using fly ash, carbide slag, and flue gas desulfurization gypsum | |
| CN103319067B (en) | Environment-friendly type mud solidification method | |
| CN101922236A (en) | The C50 made sand ultra-high pump concrete construction method | |
| CN104045298A (en) | Preparation method of phosphogypsum-based sludge drying agent and application of preparation method in drying sludge | |
| CN107200526A (en) | C40 grades are mixed slag regeneration aggregate self-compacting concrete and preparation method thereof | |
| CN105601135A (en) | Method for preparing geopolymer materials from red mud and coal ash | |
| Ogundiran et al. | Geopolymerisation of fly ashes with waste aluminium anodising etching solutions | |
| CN110835568A (en) | Preparation method of sludge derived fuel for hazardous waste disposal | |
| CN102887682B (en) | Sintering-free washed-out sand sludge brick and preparation process thereof | |
| CN1986480A (en) | No-backing brick and its production process | |
| CN103965918A (en) | Curing agent for water quenching manganese slag mollisol | |
| CN112284892B (en) | A method of using straw ash to replace part of cement to improve the compressive strength of full tailings cemented filling body | |
| CN202055143U (en) | Production device of road base material produced by brick-concrete type building rubbish | |
| CN103011758A (en) | High-strength red mud concrete and industrial production method and application thereof | |
| CN116003082A (en) | Silt curing agent and device for curing silt by using same | |
| CN116003037B (en) | A solid waste-based high-water content soft soil curing agent and curing device | |
| CN109399879B (en) | Curing method of dredger fill mud quilt |
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |