CN108051566A - A kind of gushing water experimental rig and its test method - Google Patents
A kind of gushing water experimental rig and its test method Download PDFInfo
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Abstract
本发明公开了一种突水试验装置及其试验方法,它包括水箱和模型箱,所述模型箱的底部有储水箱,模型箱的外壁上设有若干监测元件,所述储水箱的顶部有变通道隔板和隔板,变通道隔板和隔板的上面设有透水板,所述水箱与储水箱之间通过注水管道连接有加压泵和定压阀,所述加压泵的出口管道上设有压力表,水箱的底部内侧设有加热装置,所述储水箱的侧壁上有若干进水孔,储水箱的侧壁与变通道隔板之间有进板口,所述进板口的底部上有排水阀。可以达到不同的试验温度和水压,以及不同的突水流速下的突水现象,本装置可以对不同的试验材料进行突水试验,结构简单,功能齐全。
The invention discloses a water inrush test device and a test method thereof. It comprises a water tank and a model box. A water storage tank is arranged at the bottom of the model box. Several monitoring elements are arranged on the outer wall of the model box. The top of the water storage tank has a Channel-changing partitions and partitions, water-permeable panels are arranged above the variable-channel partitions and partitions, a booster pump and a constant pressure valve are connected between the water tank and the water storage tank through a water injection pipeline, and the outlet of the booster pump There is a pressure gauge on the pipeline, and a heating device is installed on the inside of the bottom of the water tank. There are several water inlet holes on the side wall of the water storage tank. There is a plate inlet between the side wall of the water storage tank and the variable channel partition. There is a drain valve on the bottom of the plate mouth. It can achieve different test temperatures and water pressures, as well as water inrush phenomena under different water inrush flow rates. This device can perform water inrush tests on different test materials. It has a simple structure and complete functions.
Description
技术领域technical field
本发明涉及一种突水试验装置,特别涉及一种突水试验装置及其试验方法,属于水文地质学研究技术领域。The invention relates to a water inrush test device, in particular to a water inrush test device and a test method thereof, belonging to the technical field of hydrogeology research.
背景技术Background technique
复杂的地质条件情况是我们解决地下地质问题的难点,对于地下水的赋存条件而言,存在不同形态的储存空间以及通道,包括空隙、裂隙、溶洞。矿井突水问题是采矿工程中比较难以解决的问题,有各种现场的特殊性和复杂性,若要研究其工作原理和解决的办法,需要模拟各种现场的条件和成因,现有技术中,一般是通过实验室内进行突水相似模拟试验,但模拟实验基本上是采用平面应力模型。但模拟实验都为单孔注水,没有考虑到单一注水影响加载过程中的压力不均匀性,也没有考虑到突水通道形态对突水的影响,在矿井开采的过程中,地下深度能达到300~700m,地下温度随着埋深的增加而增加,以往的试验条件中可调参数较少,不能调整试验的温度,以及温度与压力的联合作用,不能准确高效模拟各个深度的地下突水情况。Complex geological conditions are the difficulty for us to solve underground geological problems. For the occurrence conditions of groundwater, there are different forms of storage spaces and channels, including voids, fissures, and caves. Mine water inrush is a difficult problem to solve in mining engineering. It has the particularity and complexity of various sites. To study its working principle and solution, it is necessary to simulate the conditions and causes of various sites. In the prior art Generally, similar simulation tests of water inrush are carried out in the laboratory, but the simulation experiments basically adopt the plane stress model. However, the simulation experiments were all single-hole water injection, which did not take into account the influence of single water injection on the pressure inhomogeneity during the loading process, nor did it take into account the influence of the shape of the water inrush channel on the water inrush. In the process of mine mining, the underground depth can reach 300 ~700m, the underground temperature increases with the increase of buried depth. In the previous test conditions, there were few adjustable parameters, and the temperature of the test could not be adjusted, and the combined effect of temperature and pressure could not accurately and efficiently simulate the underground water inrush at various depths. .
发明内容Contents of the invention
本发明要解决的技术问题是:提供一种用于室内突水模拟试验的变温度变水压注水以及可以多孔注水变过水通道的试验装置,可以达到不同的试验温度和水压,以及不同的突水流速下的突水现象,通过多个进水孔同时进水,能够均匀的向试验材料加载;通过改变储水箱顶部的过水通道的形状进行试验,本装置可以对不同的情况进行模拟突水试验,结构简单,功能齐全,解决了上述存在的问题。The technical problem to be solved by the present invention is to provide a test device for water injection with variable temperature and pressure for indoor water inrush simulation test and a test device that can change water passage through porous water injection, which can achieve different test temperatures and water pressures, and different The water inrush phenomenon under the water inrush flow rate can be uniformly loaded to the test material through multiple water inlet holes at the same time; by changing the shape of the water passage on the top of the water storage tank to test, this device can be used for different situations. The simulated water inrush test has a simple structure and complete functions, and solves the above-mentioned existing problems.
本发明的技术方案是:一种突水试验装置,它包括水箱和模型箱,所述模型箱的底部有储水箱,模型箱的外壁上设有若干监测元件,所述储水箱的顶部有变通道隔板和隔板,变通道隔板和隔板的上面设有透水板,所述水箱与储水箱之间通过注水管道连接有加压泵和定压阀,所述加压泵的出口管道上设有压力表,水箱的底部内侧设有加热装置,所述储水箱的侧壁上有若干进水孔,储水箱的侧壁与变通道隔板之间有进板口,所述进板口的底部上有排水阀。The technical solution of the present invention is: a water inrush test device, which includes a water tank and a model box, the bottom of the model box has a water storage tank, the outer wall of the model box is provided with a number of monitoring elements, and the top of the water storage tank has a variable Channel partitions and partitions, variable channel partitions and partitions are provided with water-permeable plates, a booster pump and a constant pressure valve are connected between the water tank and the water storage tank through a water injection pipeline, and the outlet pipeline of the booster pump There is a pressure gauge on the top of the water tank, and a heating device is provided on the inside of the bottom of the water tank. There are a number of water inlet holes on the side wall of the water storage tank. There is a plate inlet between the side wall of the water storage tank and the variable channel partition. There is a drain valve at the bottom of the port.
所述水箱的侧壁上设有温度控制器,所述温度控制器与加热装置连接,水箱的侧壁上设有液位计,水箱的尺寸为1m×1m×1m,材料为强度高、耐高温、寿命长、耐腐蚀性好的低碳钢。The side wall of the water tank is provided with a temperature controller, the temperature controller is connected with the heating device, the side wall of the water tank is provided with a liquid level gauge, the size of the water tank is 1m×1m×1m, and the material is high strength, durable Low carbon steel with high temperature, long life and good corrosion resistance.
所述注水管道的尺寸为:内径20mm,外径30mm,材料为内环为低碳钢,外环为铝塑管。The size of the water injection pipeline is: the inner diameter is 20mm, the outer diameter is 30mm, and the material is low carbon steel for the inner ring and aluminum-plastic pipe for the outer ring.
所述模型箱的外壁上固定连接有加强筋,所述加强筋为槽钢或角钢,模型箱的尺寸为1m×2m×2m,材料为强度高、耐高温、寿命长、耐腐蚀性好的低碳钢。The outer wall of the model box is fixedly connected with reinforcing ribs, the reinforcing ribs are channel steel or angle steel, the size of the model box is 1m×2m×2m, and the material is high strength, high temperature resistance, long life and good corrosion resistance Low-carbon steel.
所述透水板上设有若干均匀分布的通孔,透水板的材料为强度高、耐高温、寿命长、耐腐蚀性好的低碳钢,尺寸为1m×2m×0.01m。The permeable plate is provided with a number of evenly distributed through holes, and the material of the permeable plate is low-carbon steel with high strength, high temperature resistance, long life and good corrosion resistance, and the size is 1m×2m×0.01m.
所述变通道隔板上有若干形态的通孔,变通道隔板从储水箱侧壁中间的进板口进入储水箱顶部中间,与隔水板契合密闭,变通道隔板的尺寸为0.7m×1m×0.01m,变通道隔板的材料为低碳钢。There are several forms of through holes on the variable channel partition plate. The variable channel partition plate enters the middle of the top of the water storage tank from the inlet opening in the middle of the side wall of the water storage tank, and fits and seals with the water baffle plate. The size of the variable channel partition plate is 0.7m ×1m×0.01m, the material of the variable channel partition is low carbon steel.
所述隔水板为不透水板,隔水板分为两块固定于储水箱顶部的两侧,与变通道隔板契合密闭,其尺寸为0.65m×1m×0.01m,隔水板的材料为低碳钢。The water baffle is an impermeable board. The water baffle is divided into two pieces and fixed on both sides of the top of the water storage tank. It fits with the variable channel partition and is airtight. Its size is 0.65m×1m×0.01m. The material of the water baffle is For low carbon steel.
所述加压泵为活塞泵或螺杆泵。The booster pump is a piston pump or a screw pump.
所述加热装置为电加热。The heating device is electric heating.
一种突水试验装置的试验方法,包括以下八步:A test method for a water inrush test device, comprising the following eight steps:
一、组装模型试验系统:根据试验要求将试验材料填入模型箱的内部,根据试验要求布设监测元件;1. Assemble the model test system: fill the test material into the interior of the model box according to the test requirements, and arrange the monitoring components according to the test requirements;
二、启动加热装置,通过温度控制器设定试验所需要的水温;2. Start the heating device and set the water temperature required for the test through the temperature controller;
三、关闭储水箱底部排水阀,打开定压阀并设定试验所需压力;3. Close the drain valve at the bottom of the water storage tank, open the constant pressure valve and set the pressure required for the test;
四、根据试验需要,将变形通道隔板通过进板口插入储水箱顶端;4. Insert the deformation channel partition into the top of the water storage tank through the plate inlet according to the test requirements;
五、打开加压泵,水箱的水经注水管道通过定压阀、进水孔向储水箱注水加压;5. Turn on the pressurization pump, and the water in the water tank will be injected into the water storage tank through the water injection pipeline through the constant pressure valve and the water inlet hole;
六、注水达到额定压力后加压泵自动停止加压,观察模型箱内试验材料在底部局部加压的条件下,渗压、位移,变形等力学参数的变化;6. After the water injection reaches the rated pressure, the pressurization pump automatically stops pressurization, and observes the changes of mechanical parameters such as osmotic pressure, displacement and deformation of the test material in the model box under the condition of partial pressurization at the bottom;
七、试验结束后排水:当试验结束后,打开排水阀,可将储水箱内的水排出;7. Drainage after the test: When the test is over, open the drain valve to drain the water in the water storage tank;
八、重复试验:重新通过温度控制器设置水温、通过定压阀调节压力以及更换变通道隔板再进行组合重复试验。8. Repeat the test: re-set the water temperature through the temperature controller, adjust the pressure through the constant pressure valve and replace the variable channel partition, and then perform the combined repeated test.
本发明的有益效果是:与现有的装置相比,本发明在原有单一的水压力因素控制的试验装置下,在注水水箱内部加了一个电热装置,在水箱外部链接有一个温度控制器,通过设置额定温度,保持水温一直为试验需要的温度。另外在压力控制上,改进为压力表与压力阀一体的定压阀,可以有效防止水的加压回流,能精准控制加载的精度,安装操作更加便捷简单。通过上述的结构改进,现在可以模拟不同水温水压在突水实验试验,因为地下水温度与埋深成正相关,现在可以通过不同温度压力来模拟不同深度的突水试验;温度影响了水的内能,不同温度下可以通过试验反映,不同水温对试验材料的破坏程度。在提高模拟试验的准确性取得较好的使用效果。能够准确高效完成模型试验的变温和水压加载。与现有技术相比,本发明通过以上技术方案,在原有的单孔注水的基础上,通过在储水箱外侧增加几个注水孔,对储水箱同时注水,提高了注水速度,同时也优化加载的统一性,能够在试验材料变形阶段保持水压稳定。与原有挡板相比,本发明通过以上技术方案,可以制作试验需要的各种形态的过水通道,可以模拟空隙、裂隙、溶洞、断层等复杂的地质条件情况还能通过改变尺寸改变通道的面积,在提高模拟试验的准确性取得较好的使用效果。The beneficial effect of the present invention is: compared with the existing device, the present invention adds an electric heating device inside the water injection tank under the original single water pressure factor control test device, and a temperature controller is connected outside the water tank, By setting the rated temperature, keep the water temperature at the temperature required by the test. In addition, in terms of pressure control, it is improved to a constant pressure valve integrated with a pressure gauge and a pressure valve, which can effectively prevent the pressurized backflow of water, accurately control the accuracy of loading, and make installation and operation more convenient and simple. Through the above-mentioned structural improvements, it is now possible to simulate different water temperatures and pressures in water inrush experiments, because groundwater temperature is positively correlated with buried depth, and now it is possible to simulate water inrush tests at different depths through different temperatures and pressures; temperature affects the internal energy of water , different temperatures can be tested to reflect the degree of damage to the test material at different water temperatures. It has achieved good results in improving the accuracy of simulation tests. It can accurately and efficiently complete the variable temperature and water pressure loading of the model test. Compared with the prior art, the present invention adopts the above technical scheme, on the basis of the original single-hole water injection, by adding several water injection holes on the outside of the water storage tank, and injecting water into the water storage tank at the same time, which improves the water injection speed and optimizes the loading at the same time The uniformity of the test material can keep the water pressure stable during the deformation stage of the test material. Compared with the original baffle, the present invention can make various forms of water passages required by the test through the above technical solutions, can simulate complex geological conditions such as gaps, cracks, caves, faults, etc., and can also change the size of the passage The area can achieve better results in improving the accuracy of the simulation test.
附图说明Description of drawings
图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.
具体实施方式Detailed ways
为使本发明的目的、技术方案和优点更加清楚,下面将参照本说明书附图对本发明作进一步的详细描述。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below with reference to the accompanying drawings of this specification.
实施例1:如附图1所示,一种突水试验装置,它包括水箱15和模型箱1,所述模型箱1的底部有储水箱17,模型箱1的外壁上设有若干监测元件2,所述储水箱17的顶部有变通道隔板5和隔板6,变通道隔板5和隔板6的上面设有透水板4,所述水箱15与储水箱17之间通过注水管道16连接有加压泵11和定压阀10,所述加压泵11的出口管道上设有压力表10,水箱15的底部内侧设有加热装置14,所述储水箱17的侧壁上有若干进水孔9,储水箱17的侧壁与变通道隔板5之间有进板口7,所述进板口7的底部上有排水阀8。Embodiment 1: As shown in accompanying drawing 1, a kind of water inrush test device, it comprises water tank 15 and model box 1, and the bottom of described model box 1 has water storage tank 17, and the outer wall of model box 1 is provided with some monitoring elements 2. The top of the water storage tank 17 has a channel-changing partition 5 and a partition 6, and a water-permeable plate 4 is arranged on the top of the channel-changing partition 5 and the partition 6, and the water injection pipeline is passed between the water tank 15 and the water storage tank 17 16 is connected with a booster pump 11 and a constant pressure valve 10, the outlet pipeline of the booster pump 11 is provided with a pressure gauge 10, the inner side of the bottom of the water tank 15 is provided with a heating device 14, and the side wall of the water storage tank 17 has a Some water inlet holes 9, a board inlet 7 is arranged between the side wall of the water storage tank 17 and the channel-changing partition 5, and a drain valve 8 is arranged on the bottom of the board inlet 7.
所述水箱15的侧壁上设有温度控制器13,所述温度控制器13与加热装置14连接,水箱15的侧壁上设有液位计12,水箱15的尺寸为1m×1m×1m,材料为强度高、耐高温、寿命长、耐腐蚀性好的低碳钢。The side wall of the water tank 15 is provided with a temperature controller 13, the temperature controller 13 is connected with the heating device 14, the side wall of the water tank 15 is provided with a liquid level gauge 12, and the size of the water tank 15 is 1m×1m×1m , The material is low carbon steel with high strength, high temperature resistance, long life and good corrosion resistance.
所述注水管道16的尺寸为:内径20mm,外径30mm,材料为内环为低碳钢,外环为铝塑管。The size of the water injection pipeline 16 is: inner diameter 20mm, outer diameter 30mm, the material is low carbon steel for the inner ring, and aluminum-plastic pipe for the outer ring.
所述模型箱1的外壁上固定连接有加强筋3,所述加强筋3为槽钢或角钢,模型箱1的尺寸为1m×2m×2m,材料为强度高、耐高温、寿命长、耐腐蚀性好的低碳钢。The outer wall of the model box 1 is fixedly connected with reinforcing ribs 3, the reinforcing ribs 3 are channel steel or angle steel, the size of the model box 1 is 1m×2m×2m, and the material is high in strength, high temperature resistance, long life, durable Low carbon steel with good corrosion resistance.
所述透水板4上设有若干均匀分布的通孔,透水板4的材料为强度高、耐高温、寿命长、耐腐蚀性好的低碳钢,尺寸为1m×2m×0.01m。The permeable plate 4 is provided with a number of evenly distributed through holes. The material of the permeable plate 4 is low carbon steel with high strength, high temperature resistance, long life and good corrosion resistance, and its size is 1m×2m×0.01m.
所述变通道隔板5上有若干形态的通孔,变通道隔板5从储水箱17侧壁中间的进板口7进入储水箱17顶部中间,与隔水板6契合密闭,变通道隔板5的尺寸为0.7m×1m×0.01m,变通道隔板5的材料为低碳钢。The channel-changing partition 5 has through holes of several shapes, and the channel-changing partition 5 enters the middle of the top of the water storage tank 17 from the plate inlet 7 in the middle of the side wall of the water storage tank 17, and fits with the water baffle 6 to be airtight, and the channel-changing partition The size of the plate 5 is 0.7m×1m×0.01m, and the material of the variable channel partition plate 5 is low carbon steel.
所述隔水板6为不透水板,隔水板6分为两块固定于储水箱17顶部的两侧,与变通道隔板5契合密闭,其尺寸为0.65m×1m×0.01m,隔水板6的材料为低碳钢。The water baffle 6 is an impermeable board, and the water baffle 6 is divided into two pieces and fixed on both sides of the top of the water storage tank 17, and fits and seals with the channel-changing baffle 5, and its size is 0.65m×1m×0.01m. The material of water plate 6 is low carbon steel.
所述加压泵11为活塞泵或螺杆泵。The pressurizing pump 11 is a piston pump or a screw pump.
所述加热装置14为电加热。The heating device 14 is electric heating.
一种突水试验装置的试验方法,包括以下八步:A test method for a water inrush test device, comprising the following eight steps:
一、组装模型试验系统:根据试验要求将试验材料填入模型箱1的内部,根据试验要求布设监测元件2;1. Assemble the model test system: fill the test material into the inside of the model box 1 according to the test requirements, and arrange the monitoring components 2 according to the test requirements;
二、启动加热装置14,通过温度控制器13设定试验所需要的水温;Two, start the heating device 14, set the water temperature required for the test by the temperature controller 13;
三、关闭储水箱17底部排水阀8,打开定压阀10并设定试验所需压力;3. Close the drain valve 8 at the bottom of the water storage tank 17, open the constant pressure valve 10 and set the required pressure for the test;
四、根据试验需要,将变形通道隔板5通过进板口7插入储水箱顶端;4. According to the test requirements, insert the deformation channel partition 5 into the top of the water storage tank through the plate inlet 7;
五、打开加压泵11,水箱15的水经注水管道16通过定压阀10、进水孔9向储水箱17注水加压;5. Turn on the booster pump 11, and the water in the water tank 15 will inject water into the water storage tank 17 and pressurize it through the water injection pipeline 16 through the constant pressure valve 10 and the water inlet hole 9;
六、注水达到额定压力后加压泵11自动停止加压,观察模型箱1内试验材料在底部局部加压的条件下,渗压、位移,变形等力学参数的变化;6. After the water injection reaches the rated pressure, the pressurizing pump 11 automatically stops pressurizing, and observes the changes of mechanical parameters such as osmotic pressure, displacement, and deformation of the test material in the model box 1 under the condition of partial pressurization at the bottom;
七、试验结束后排水:当试验结束后,打开排水阀8,可将储水箱17内的水排出;7. Drainage after the test: When the test is over, open the drain valve 8 to drain the water in the water storage tank 17;
八、重复试验:重新通过温度控制器13设置水温、通过定压阀10调节压力以及更换变通道隔板5再进行组合重复试验。Eight, repeat test: set water temperature again by temperature controller 13, regulate pressure by constant pressure valve 10 and change variable channel dividing plate 5 and carry out combination repeat test again.
本发明未详述之处,均为本技术领域技术人员的公知技术。最后说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的宗旨和范围,其均应涵盖在本发明的权利要求范围当中。The parts of the present invention that are not described in detail are known technologies of those skilled in the art. Finally, it is noted that the above embodiments are only used to illustrate the technical solutions of the present invention without limitation. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be carried out Modifications or equivalent replacements without departing from the spirit and scope of the technical solution of the present invention shall be covered by the claims of the present invention.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109030782A (en) * | 2018-08-20 | 2018-12-18 | 临沂大学 | A kind of water sand is prominent to gush pilot system and monitoring method |
| CN109470839A (en) * | 2018-11-22 | 2019-03-15 | 山东科技大学 | Physical test device and method for simulating deep fault formation, fault activation and fault water inrush |
| CN111238990A (en) * | 2020-02-05 | 2020-06-05 | 山东大学 | Fault activation water inrush evolution test system and test method under multi-field coupling effect |
| CN115541844B (en) * | 2022-09-15 | 2023-06-16 | 西南交通大学 | A tunnel water inrush test device and method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101576458A (en) * | 2009-06-08 | 2009-11-11 | 中国矿业大学(北京) | Geomechanics test platform for water invasion regularity of mine |
| CN103674597A (en) * | 2013-12-18 | 2014-03-26 | 中国矿业大学(北京) | Bi-directional variable cross-section water pressure bearing circulation testing system used for coal mine water burst model test |
| CN106197944A (en) * | 2016-07-13 | 2016-12-07 | 中国矿业大学 | The testing system apparatus of simulation complex condition deep tunnel inrush through faults and method |
-
2017
- 2017-12-31 CN CN201711496793.0A patent/CN108051566A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101576458A (en) * | 2009-06-08 | 2009-11-11 | 中国矿业大学(北京) | Geomechanics test platform for water invasion regularity of mine |
| CN103674597A (en) * | 2013-12-18 | 2014-03-26 | 中国矿业大学(北京) | Bi-directional variable cross-section water pressure bearing circulation testing system used for coal mine water burst model test |
| CN106197944A (en) * | 2016-07-13 | 2016-12-07 | 中国矿业大学 | The testing system apparatus of simulation complex condition deep tunnel inrush through faults and method |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109030782A (en) * | 2018-08-20 | 2018-12-18 | 临沂大学 | A kind of water sand is prominent to gush pilot system and monitoring method |
| CN109030782B (en) * | 2018-08-20 | 2020-12-22 | 临沂大学 | A water-sand inrush test system and monitoring method |
| CN109470839A (en) * | 2018-11-22 | 2019-03-15 | 山东科技大学 | Physical test device and method for simulating deep fault formation, fault activation and fault water inrush |
| CN109470839B (en) * | 2018-11-22 | 2023-07-21 | 山东科技大学 | Physical test device and method for simulating deep fault formation, fault activation and fault water inrush |
| CN111238990A (en) * | 2020-02-05 | 2020-06-05 | 山东大学 | Fault activation water inrush evolution test system and test method under multi-field coupling effect |
| CN115541844B (en) * | 2022-09-15 | 2023-06-16 | 西南交通大学 | A tunnel water inrush test device and method |
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