CN207351871U - A kind of grouting for water plugging simulation test device - Google Patents
A kind of grouting for water plugging simulation test device Download PDFInfo
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- CN207351871U CN207351871U CN201721498102.6U CN201721498102U CN207351871U CN 207351871 U CN207351871 U CN 207351871U CN 201721498102 U CN201721498102 U CN 201721498102U CN 207351871 U CN207351871 U CN 207351871U
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- 238000012360 testing method Methods 0.000 title claims abstract description 33
- 238000004088 simulation Methods 0.000 title claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims 4
- 239000003245 coal Substances 0.000 claims abstract description 38
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 18
- 230000035699 permeability Effects 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 3
- 238000002474 experimental method Methods 0.000 claims description 2
- 239000002817 coal dust Substances 0.000 claims 1
- 230000006837 decompression Effects 0.000 claims 1
- 238000002347 injection Methods 0.000 claims 1
- 239000007924 injection Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 9
- 239000011435 rock Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 8
- 239000000843 powder Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 239000002002 slurry Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000002269 spontaneous effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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Abstract
本实用新型公开了一种注浆堵漏模拟试验装置,包括试验箱、灌浆机、注浆管、应力加载系统、甲烷气瓶、量筒,采用注浆加固的采用注浆加固的方法可将破碎煤岩体强度重新粘结为统一的整体,封堵煤体内大量裂隙,是治理井下地质类灾害的最有效的技术手段。本实用新型操作简单、方便,能够在实验室条件下模拟出煤层受力情况下的实际注浆堵漏效果。
The utility model discloses a simulation test device for grouting plugging, which comprises a test box, a grouting machine, a grouting pipe, a stress loading system, a methane gas cylinder, and a measuring cylinder. The strength of coal and rock mass is rebonded into a unified whole, and a large number of cracks in the coal body are blocked, which is the most effective technical means to control underground geological disasters. The utility model is simple and convenient to operate, and can simulate the actual plugging effect of grouting under the condition that the coal seam is stressed under laboratory conditions.
Description
技术领域technical field
本实用新型涉及煤矿注浆技术领域,具体涉及一种模拟煤层注浆堵漏实验装置。The utility model relates to the technical field of coal mine grouting, in particular to an experimental device for simulating coal seam grouting plugging.
技术背景technical background
随着我国煤矿开采深度增加,煤层所受地应力逐渐增大,由此导致深部煤层煤质松软,煤体内发育大量孔隙、裂隙,导致煤体承载能力降低,难以抵挡高应力冲击及煤层内瓦斯压力作用的影响,极易引发煤与瓦斯突出事故;同时煤体内裂隙的漏风也会导致煤体自燃,对井下安全生产带来严重隐患。采用注浆加固的方法可将破碎煤岩体强度重新粘结为统一的整体,封堵煤体内大量裂隙,是治理井下地质类灾害的最有效的技术手段。目前关于注浆堵漏方面的实验装置较少,无法在实验室条件下模拟真实煤层注浆堵漏情况,难以对不同的堵漏材料的堵漏效果做出合理的评价。With the increase of coal mining depth in our country, the in-situ stress on the coal seam gradually increases, which leads to the softness of the coal in the deep coal seam, and the development of a large number of pores and fissures in the coal body, resulting in a decrease in the bearing capacity of the coal body, making it difficult to withstand high stress impacts and gas in the coal seam The impact of pressure can easily lead to coal and gas outburst accidents; at the same time, air leakage from cracks in the coal body can also lead to spontaneous combustion of the coal body, which brings serious hidden dangers to underground safety production. The method of grouting reinforcement can re-bond the strength of the broken coal and rock mass into a unified whole, and seal a large number of cracks in the coal body. It is the most effective technical means to control underground geological disasters. At present, there are few experimental devices for grouting plugging, and it is impossible to simulate the situation of real coal seam grouting plugging under laboratory conditions, and it is difficult to make a reasonable evaluation of the plugging effect of different plugging materials.
实用新型内容Utility model content
本实用新型目的提供一种注浆堵漏模拟实验装置,该装置结构简单、操作方便,能够克服以上技术背景中的不足,可在实验室条件下开展注浆堵漏实验,模拟井下煤层注浆情况,对不同的注浆堵漏材料的封堵效果作出评价。The purpose of the utility model is to provide a simulation experiment device for grouting plugging. The device is simple in structure and easy to operate, and can overcome the deficiencies in the above technical background. It can carry out grouting plugging experiments under laboratory conditions to simulate grouting in underground coal seams. According to the situation, the plugging effect of different grouting plugging materials is evaluated.
为解决上述技术问题,本发明采用如下技术方案一种注浆堵漏模拟实验装置,包括试验箱、灌浆机、注浆管、应力加载系统、甲烷气瓶、量筒;试验箱内设有注浆管,注浆管通过胶管与灌浆机相连,试验箱进气口通过气管与甲烷气瓶连接,试验箱出气口通过气管与量筒连接,应力加载系统由多个液压缸组成,可对试验箱的顶板施加载荷。通过以上技术方案可在实验室条件下模拟出煤层在真实受力条件下注浆封堵效果,通过对比注浆堵漏前后试验箱内煤粉渗透率k的变化来评价不同堵漏材料的封堵效果。In order to solve the above-mentioned technical problems, the present invention adopts the following technical scheme: a kind of grouting plugging simulation experiment device, including test box, grouting machine, grouting pipe, stress loading system, methane gas cylinder, measuring cylinder; The grouting pipe is connected to the grouting machine through the rubber pipe, the air inlet of the test chamber is connected to the methane cylinder through the air pipe, the air outlet of the test chamber is connected to the measuring cylinder through the air pipe, and the stress loading system is composed of multiple hydraulic cylinders, which can control the The top plate applies the load. Through the above technical solutions, the plugging effect of coal seam grouting under real stress conditions can be simulated under laboratory conditions, and the sealing of different plugging materials can be evaluated by comparing the change of coal powder permeability k in the test box before and after grouting plugging blocking effect.
采用上述技术方案,本发明具有以下有益效果:(1)该装置操作方便,能够在实验室条件下模拟研究注浆过程;(2)通过应力加载系统可模拟出煤层在受力情况下的注浆效果;(3)通过计算注浆堵漏前、后煤粉渗透率的变化可以合理评价堵漏材料的封堵效果。By adopting the above technical scheme, the present invention has the following beneficial effects: (1) The device is easy to operate and can simulate and study the grouting process under laboratory conditions; (2) The stress loading system can simulate the grouting process of the coal seam under stress. (3) The plugging effect of the plugging material can be reasonably evaluated by calculating the change of the coal powder permeability before and after the grouting plugging.
附图说明Description of drawings
图1 注浆堵漏模拟实验装置结构示意图。Fig. 1 Schematic diagram of the structure of the simulation experiment device for grouting plugging.
图2 试验箱正视图。Figure 2 Front view of the test box.
图3试验箱俯视图。Figure 3 Top view of the test box.
图4 围板7和围板8结构示意图。Fig. 4 Schematic diagram of the structure of the shroud 7 and the shroud 8.
具体实施方式Detailed ways
为了实现本实用新型的技术特征、及功效,参阅图1~图4,结合具体实施内容,进一步详细描述本实用新型的操作方法。In order to realize the technical features and effects of the present utility model, refer to Fig. 1 to Fig. 4, and further describe the operation method of the present utility model in detail in combination with specific implementation contents.
本实用新型所述的一种注浆堵漏模拟实验装置是采用以下技术方案给予实现的:一种注浆堵漏模拟实验装置包括试验箱1、应力加载系统31、注浆管2、注浆阀门10、胶管11、灌浆机12、进气口阀门20、气管21、进气口压力表22、减压阀23、瓦斯气瓶24、出气口阀门40、气管42、出气口阀门41、量筒43;试验箱1由顶板3、底板4、围板5、围板6、围板7和围板8构成,围板5和围板6分别用四个相同的螺杆9固定,围板7和围板8上部设置滑槽,使得顶板3可上、下移动,且围板7上设有注浆孔71,出气孔72,围板8上设有进气孔81;试验箱1内设有注浆管2,注浆管2通过胶管11与灌浆机12相连,胶管11上设有注浆阀10;围板8上的进气口81通过气管21与甲烷气瓶24连接,气管21上分别设有进气口阀门20、进口压力表22和减压阀23;围板7上的出气口72通过气管42与量筒43连接,气管21上设有出气口阀门40和出气口压力表41;试验箱1上设有应力加载系统31,应力加载系统是由多个液压缸组成,可对试验箱1的顶板3施加均匀载荷。A kind of grouting plugging simulation experimental device described in the utility model is realized by adopting the following technical scheme: a kind of grouting plugging simulation experimental device includes test box 1, stress loading system 31, grouting pipe 2, grouting Valve 10, rubber hose 11, grouting machine 12, air inlet valve 20, air pipe 21, air inlet pressure gauge 22, pressure reducing valve 23, gas cylinder 24, air outlet valve 40, air pipe 42, air outlet valve 41, measuring cylinder 43; Test chamber 1 is composed of top plate 3, bottom plate 4, coaming plate 5, coaming plate 6, coaming plate 7 and coaming plate 8, coaming plate 5 and coaming plate 6 are respectively fixed with four same screw rods 9, coaming plate 7 and coaming plate A chute is provided on the upper part of the coaming plate 8, so that the top plate 3 can move up and down, and the coaming plate 7 is provided with a grouting hole 71, an air outlet 72, and the coaming plate 8 is provided with an air inlet 81; Grouting pipe 2, the grouting pipe 2 is connected with the grouting machine 12 through the rubber pipe 11, the rubber pipe 11 is provided with the grouting valve 10; An air inlet valve 20, an inlet pressure gauge 22 and a pressure reducing valve 23 are respectively provided; the air outlet 72 on the coaming plate 7 is connected with the measuring cylinder 43 through the air pipe 42, and the air pipe 21 is provided with an air outlet valve 40 and an air outlet pressure gauge 41 A stress loading system 31 is provided on the test box 1, and the stress loading system is composed of a plurality of hydraulic cylinders, which can apply a uniform load to the top plate 3 of the test box 1.
进一步的,试验箱为1m×0.5m×0.5m(长×宽×高)的长方体刚性模具,由顶板、底板、及围板构成,顶板可上下滑动的,四周的围板可拆卸,方便煤样出模。Further, the test box is a cuboid rigid mold of 1m×0.5m×0.5m (length×width×height), which is composed of a top plate, a bottom plate, and a coaming. Sample out the mold.
进一步的,注浆管为1m的PVC管,孔径为20mm,注浆管前端加工若干个孔径为8mm的花眼,以确保堵漏材料浆液能从花眼中流出向四周煤层内均匀的扩散。Furthermore, the grouting pipe is a 1m PVC pipe with a hole diameter of 20mm, and several eyelets with a hole diameter of 8mm are processed at the front end of the grouting pipe to ensure that the plugging material slurry can flow out of the eyelets and spread evenly into the surrounding coal seams.
进一步的,试验箱内煤粉渗透率k计算公式为: Further, the formula for calculating the permeability k of pulverized coal in the test chamber is:
式中,k为试验箱内煤粉的渗透率,单位mD;μ为气体粘度,单位10-6mPa·s;L为试验箱长度,单位cm;p 0为大气压力,单位MPa;Q 0为瓦斯流量,单位cm³/s;A为试验箱侧面积,单位cm²;p 1、p 2分别为进气口和出气口压力,单位MPa。In the formula, k is the permeability of pulverized coal in the test chamber, in mD; μ is the gas viscosity, in 10 -6 mPa·s; L is the length of the test chamber, in cm; p 0 is the atmospheric pressure, in MPa; Q 0 is the gas flow rate, in cm³/s; A is the side area of the test chamber, in cm²; p 1 and p 2 are the inlet and outlet pressures, in MPa.
本实用新型的具体封孔操作步骤为:Concrete hole sealing operation steps of the present utility model are:
步骤1,首先对试验箱1进行组装,通过螺杆9将底板4和四周围板固定,顶板3可上、下移动;然后向试验箱内铺垫煤粉,并分层夯实,以模拟真实煤层效果,并在煤粉内预埋注浆管2;利用应力加载系统31对试验箱1的顶板3进行加载,模拟真实煤层受力效果状态。打开进气口阀门20和出气口阀门40,利用甲烷气瓶24对试验箱1进行注气,并通过调节减压阀23调节进气口压力,根据量筒43内液面高度变化计算出瓦斯流量,并计算出注浆堵漏前试验箱内煤粉渗透率。Step 1, first assemble the test box 1, fix the bottom plate 4 and the surrounding plates through the screw 9, and the top plate 3 can move up and down; then lay coal powder in the test box and tamp it layer by layer to simulate the real coal seam effect , and pre-embed the grouting pipe 2 in the pulverized coal; use the stress loading system 31 to load the top plate 3 of the test chamber 1 to simulate the stress effect state of the real coal seam. Open the inlet valve 20 and the gas outlet valve 40, use the methane gas cylinder 24 to inject gas into the test chamber 1, and adjust the inlet pressure by adjusting the pressure reducing valve 23, and calculate the gas flow rate according to the change of the liquid level in the measuring cylinder 43 , and calculate the coal powder permeability in the test chamber before grouting plugging.
步骤2,注浆工作前,首先关闭进气口阀门20和出气口阀门40,通过胶管11将注浆管2与灌浆机11相连,打开注浆阀门10,利用灌浆机12将预先调配好的堵漏材料浆液注入试验箱1中的煤粉内,对煤粉进行注浆封堵;注浆工作结束后,关闭注浆阀门10,并将试验箱1置于室温条件下存放,直至堵漏材料完全固化。Step 2, before the grouting work, first close the air inlet valve 20 and the air outlet valve 40, connect the grouting pipe 2 with the grouting machine 11 through the rubber hose 11, open the grouting valve 10, and use the grouting machine 12 to put the pre-prepared The plugging material slurry is injected into the pulverized coal in the test chamber 1, and the pulverized coal is grouted and blocked; after the grouting work is completed, the grouting valve 10 is closed, and the test chamber 1 is stored at room temperature until the plugging The material is fully cured.
步骤3,待煤层内浆液完全固化后,打开试验箱进气口阀门20和出气口阀40门,利用甲烷气瓶24对试验箱1进行注气,通过调节减压阀23控制进气口压力,根据量筒43内液面高度变化计算出瓦斯流量,并计算出注浆堵漏后试验箱内煤粉渗透率。Step 3, after the slurry in the coal seam is completely solidified, open the test chamber inlet valve 20 and the gas outlet valve 40, use the methane gas cylinder 24 to inject gas into the test chamber 1, and control the inlet pressure by adjusting the pressure reducing valve 23 , calculate the gas flow rate according to the change of the liquid level in the measuring cylinder 43, and calculate the coal powder permeability in the test chamber after the grouting plugging.
步骤4,通过对比注浆堵漏前、后试验箱内煤粉渗透率的变化评价不同堵漏材料的实际堵漏效果。Step 4, evaluate the actual plugging effect of different plugging materials by comparing the change of coal powder permeability in the test chamber before and after grouting plugging.
以上所述仅为本实用新型之较佳可行实施例而已,非因此局限本实用新型的专利保护范围。除上述实施例外,本实用新型还可以有其他实施方式。凡采用等同替换或等效变换形成的技术方案,均落在本实用新型要求的保护范围内。本实用新型未经描述的技术特征可以通过或采用现有技术实现,在此不再赘述。The above descriptions are only preferred feasible embodiments of the present utility model, and are not intended to limit the patent protection scope of the present utility model. In addition to the above embodiments, the utility model can also have other implementations. All technical solutions formed by equivalent replacement or equivalent transformation fall within the scope of protection required by the utility model. The undescribed technical features of the utility model can be realized by or adopting the prior art, and will not be repeated here.
Claims (3)
- A kind of 1. grouting for water plugging simulation test device, it is characterised in that:Including chamber, grouter, Grouting Pipe, stress loading system System, methane gas cylinder, graduated cylinder;Grouting Pipe is equipped with the chamber, Grouting Pipe is connected by sebific duct with grouter, the chamber Air inlet is connected by tracheae with methane gas cylinder, and the chamber gas outlet is connected by tracheae with graduated cylinder, stress loading system It is made of multiple hydraulic cylinders.
- 2. grouting for water plugging simulation test device according to claim 1, it is characterised in that:Chamber by top plate, bottom plate and Surrounding coaming plate is formed, and two gusset plate of chamber is equipped with sliding slot, tests the upper and lower fixation of roof box and upper plate can move up and down, Surrounding coaming plate and bottom plate are detachable, facilitate coal sample depanning, and experiment roof box can be applied in load by stress loading system, The real stress in coal seam can be simulated.
- 3. grouting for water plugging simulation test device according to claim 1, it is characterised in that:Chamber air inlet passes through tracheae It is connected with methane gas cylinder, chamber gas outlet is connected by tracheae with graduated cylinder, is carried out gas injection to chamber using methane gas cylinder, is led to Decompression valve regulation inlet pressure is overregulated, gas flow can obtain according to liquid level change in graduated cylinder, thus can calculate The permeability of coal dust in chamber.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110196213A (en) * | 2019-05-15 | 2019-09-03 | 三峡大学 | A kind of visualized experiment device and method for study of rocks crack induction type grouting parameter |
| CN111505237A (en) * | 2020-05-28 | 2020-08-07 | 太原理工大学 | A kind of test device and test method for grouting modification of broken coal and rock mass in re-mining of residual coal |
| CN112504936A (en) * | 2020-11-30 | 2021-03-16 | 中国地质大学(北京) | Testing device and testing method for simulating and researching permeability of deep coal bed methane |
| CN114295788A (en) * | 2021-12-30 | 2022-04-08 | 重庆大学 | Device and method for simulating advance plugging test of harmful gas in tunnel surrounding rock |
| CN116793916A (en) * | 2022-03-17 | 2023-09-22 | 重庆大学 | Water-gas-heat-force coupling seepage test device and method for tunnel face of fractured rock mass tunnel |
| CN117268703A (en) * | 2023-09-25 | 2023-12-22 | 山东建筑大学 | Waterproof plugging test system and method for composite grouting material |
-
2017
- 2017-11-11 CN CN201721498102.6U patent/CN207351871U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110196213A (en) * | 2019-05-15 | 2019-09-03 | 三峡大学 | A kind of visualized experiment device and method for study of rocks crack induction type grouting parameter |
| CN111505237A (en) * | 2020-05-28 | 2020-08-07 | 太原理工大学 | A kind of test device and test method for grouting modification of broken coal and rock mass in re-mining of residual coal |
| CN112504936A (en) * | 2020-11-30 | 2021-03-16 | 中国地质大学(北京) | Testing device and testing method for simulating and researching permeability of deep coal bed methane |
| CN112504936B (en) * | 2020-11-30 | 2021-12-03 | 中国地质大学(北京) | Testing device and testing method for simulating and researching permeability of deep coal bed methane |
| CN114295788A (en) * | 2021-12-30 | 2022-04-08 | 重庆大学 | Device and method for simulating advance plugging test of harmful gas in tunnel surrounding rock |
| CN116793916A (en) * | 2022-03-17 | 2023-09-22 | 重庆大学 | Water-gas-heat-force coupling seepage test device and method for tunnel face of fractured rock mass tunnel |
| CN117268703A (en) * | 2023-09-25 | 2023-12-22 | 山东建筑大学 | Waterproof plugging test system and method for composite grouting material |
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