CN207585705U - A kind of can monitor in real time is poured by the device of note medium grouting amount - Google Patents
A kind of can monitor in real time is poured by the device of note medium grouting amount Download PDFInfo
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- 238000012360 testing method Methods 0.000 claims abstract description 45
- 239000002002 slurry Substances 0.000 claims abstract description 30
- 239000011440 grout Substances 0.000 claims abstract description 10
- 238000012544 monitoring process Methods 0.000 claims abstract description 9
- 238000001802 infusion Methods 0.000 claims abstract description 4
- 239000003638 chemical reducing agent Substances 0.000 claims description 10
- 239000005341 toughened glass Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000005303 weighing Methods 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 3
- 239000011521 glass Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 13
- 230000008595 infiltration Effects 0.000 abstract description 7
- 238000001764 infiltration Methods 0.000 abstract description 7
- 239000011435 rock Substances 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
本实用新型涉及一种可实时监测灌入被注介质注浆量的装置,属于岩石工程技术领域。该注浆试验装置包括供压装置、储浆容器、试验箱、电子天平、高清数码摄像仪,供压装置的出口端通过输压管道与储浆容器装置顶端中心的通气孔连通,储浆容器底部中心的浆体出口端通过输液管道与试验箱的注浆管连通,试验箱设置在电子天平上,高清数码摄像仪设置在试验箱的正前方。采用本实用新型的试验装置开展试验获得的结果,不仅可建立整个渗透注浆过程灌入被注介质注浆量质量及体积与注浆时间的定量关系式,而且能分析得到精度与可靠性较高的渗透注浆灌入被注介质的注浆量预测模型,可为注浆工程实践提供理论支撑。
The utility model relates to a device capable of real-time monitoring of the amount of grout injected into an injected medium, which belongs to the technical field of rock engineering. The grouting test device includes a pressure supply device, a slurry storage container, a test chamber, an electronic balance, and a high-definition digital camera. The slurry outlet in the center of the bottom is connected to the grouting pipe of the test box through the infusion pipeline. The test box is set on the electronic balance, and the high-definition digital camera is set in front of the test box. The test results obtained by using the test device of the utility model can not only establish the quantitative relational expression of the grouting quantity, quality and volume of the injected medium in the whole infiltration grouting process, and the grouting time, but also can analyze the accuracy and reliability. The prediction model of the amount of grout injected into the injected medium by permeable grouting can provide theoretical support for the practice of grouting engineering.
Description
技术领域technical field
本实用新型涉及一种可实时监测灌入被注介质注浆量的装置,属于岩石工程技术领域。The utility model relates to a device capable of real-time monitoring of the amount of grout injected into an injected medium, which belongs to the technical field of rock engineering.
背景技术Background technique
在地质工程、矿业工程与岩土工程等领域工程实践中,注浆是一种应用非常广泛的加固、堵水与防渗技术。渗透注浆是注浆领域中被人们最早使用的一种岩土施工技术,因它在注浆过程中对被注介质或材料的扰动影响较小,所以在这些工程领域中得到了非常广泛地应用,并取得了良好的工程效果。In engineering practice in the fields of geological engineering, mining engineering and geotechnical engineering, grouting is a very widely used reinforcement, water blocking and anti-seepage technology. Infiltration grouting is the earliest geotechnical construction technology used in the field of grouting. Because it has little disturbance to the injected medium or material during the grouting process, it has been widely used in these engineering fields. application, and achieved good engineering results.
然而,目前的注浆理论远滞后于实际工程实践,依靠当前理论计算得到的注浆参数理论值远大于注浆工程实践中的实际值,因此,难以满足工程实践的需要及保证实际的注浆效果,必须加强注浆理论的研究。模型试验法是目前研究渗透注浆理论的一种常用方法与重要手段,模型试验可较全面真实地模拟岩土体的实际注浆环境,可为建立新的渗透注浆理论与模型提供理论基础。However, the current grouting theory is far behind the actual engineering practice, and the theoretical value of the grouting parameters calculated by the current theory is far greater than the actual value in the grouting engineering practice. Therefore, it is difficult to meet the needs of engineering practice and ensure the actual grouting Therefore, the study of grouting theory must be strengthened. The model test method is a common method and an important means to study the infiltration grouting theory at present. The model test can more comprehensively and truly simulate the actual grouting environment of rock and soil, and can provide a theoretical basis for establishing a new infiltration grouting theory and model. .
目前,国内外已开展了较多的渗透注浆试验,但是现有的试验装置,不仅未考虑整个试验过程中灌入被注介质注浆量的动态变化情况,而且不能较准确地获得灌入被注介质的总注浆量,由此,导致实践注浆工程中缺乏有效的理论来指导灌入被注介质注浆量的设计。At present, many permeation grouting tests have been carried out at home and abroad, but the existing test devices not only did not consider the dynamic change of the grouting volume of the injected medium during the whole test process, but also could not obtain the infiltration rate more accurately. The total grouting volume of the injected medium, thus, the lack of effective theory in practical grouting engineering to guide the design of the grouting volume injected into the injected medium.
实用新型内容Utility model content
本实用新型针对现有技术存在的问题,提供一种可实时监测灌入被注介质注浆量的装置,采用本实用新型的试验装置开展试验获得的结果,不仅可建立整个渗透注浆过程灌入被注介质注浆量质量及体积与注浆时间的定量关系式,而且能分析得到精度与可靠性较高的渗透注浆灌入被注介质的注浆量预测模型,可为注浆工程实践提供理论支撑。The utility model aims at the problems existing in the prior art, and provides a device capable of real-time monitoring of the grouting amount of the injected medium. The results obtained by using the test device of the utility model to carry out tests can not only establish the grouting process of the entire permeation grouting process Quantitative relationship between the quality and volume of the grouting volume of the injected medium and the grouting time, and can analyze the prediction model of the grouting volume injected into the injected medium by infiltration grouting with high accuracy and reliability, which can be used for grouting engineering Practice provides theoretical support.
本实用新型为解决其技术问题而采用的技术方案是:The technical scheme that the utility model adopts for solving its technical problem is:
一种可实时监测灌入被注介质注浆量的装置,包括供压装置、储浆容器、试验箱、电子天平、高清数码摄像仪,供压装置的出口端通过输压管道与储浆容器装置顶端中心的通气孔连通,储浆容器底部中心的浆体出口端通过输液管道与试验箱的注浆管连通,注浆管垂直固定设置在试验箱顶壁中心并向下延伸至试验箱内,试验箱下端设置有底部连接板,底部连接板下方固定连接有称重平衡板,试验箱通过底部连接板、称重平衡板设置在电子天平上,高清数码摄像仪放置在试验箱的正前方;A device capable of real-time monitoring of the amount of grout injected into the injected medium, including a pressure supply device, a slurry storage container, a test box, an electronic balance, and a high-definition digital camera. The air hole at the center of the top of the device is connected, and the slurry outlet at the center of the bottom of the slurry storage container is connected with the grouting pipe of the test chamber through the infusion pipe. The grouting pipe is fixed vertically at the center of the top wall of the test chamber and extends downward into the test chamber , the lower end of the test box is provided with a bottom connection plate, and a weighing balance plate is fixedly connected under the bottom connection plate. The test box is set on the electronic balance through the bottom connection plate and the weighing balance plate, and the high-definition digital camera is placed in front of the test box ;
供压装置的出口端安设有压力减压器,压力减压器通过输压管路与储浆容器顶端中心的通气孔连通;压力减压器内设置有压力表、注浆控制开关;A pressure reducer is installed at the outlet of the pressure supply device, and the pressure reducer communicates with the air hole at the top center of the slurry storage container through the pressure delivery pipeline; the pressure reducer is equipped with a pressure gauge and a grouting control switch;
储浆容器为圆柱形密闭钢桶,储浆容器设置在圆形钢支撑架内,储浆容器的底部中心处设置有浆体出口;The slurry storage container is a cylindrical airtight steel drum, and the slurry storage container is set in a circular steel support frame, and the bottom center of the slurry storage container is provided with a slurry outlet;
所述试验箱为上部开口的圆柱形钢化玻璃桶,圆柱形钢化玻璃桶为一体成型结构,钢化玻璃桶的底壁外沿设置有与底壁一体成型的翼板,翼板与底部连接板通过螺栓固定连接,翼板与底部连接板的接缝处包覆有橡胶密封圈;The test chamber is a cylindrical tempered glass barrel with an upper opening, and the cylindrical tempered glass barrel is integrally formed. The outer edge of the bottom wall of the tempered glass barrel is provided with a wing plate integrally formed with the bottom wall, and the wing plate and the bottom connecting plate pass through The bolts are fixedly connected, and the joint between the wing plate and the bottom connecting plate is covered with a rubber sealing ring;
所述电子天平的精度为1g。The precision of the electronic balance is 1g.
本实用新型的有益效果:The beneficial effects of the utility model:
(1)本实用新型中的高清数码摄像仪对整个试验过程全程摄像,并全程实时监测电子称示数的变化情况。电子称不仅可在整个注浆过程中实时监测灌入被注介质注浆量质量的动态变化规律,其除以注浆液体密度,即可得到灌入被注介质注浆量体积的变化特征;而且能较准确地获得灌入被注介质的总注浆量;(1) The high-definition digital camera in this utility model takes pictures of the whole test process, and monitors the changes of the electronic scale in real time throughout the whole process. The electronic scale can not only monitor the dynamic change law of the quality of the grouting volume poured into the injected medium in real time during the whole grouting process, but divide it by the density of the grouting liquid to obtain the change characteristics of the volume of the grouted volume poured into the injected medium; Moreover, the total amount of grout poured into the injected medium can be obtained more accurately;
(2)本实用新型的试验装置可在整个渗透注浆过程中实时监测灌入被注介质注浆量质量与体积的动态变化规律;本试验装置能较准确地获得灌入被注介质的总注浆量;本实用新型试验装置结构简单、方便安装与拆卸、可多次循环重复使用、费用低廉与使用可靠。(2) The test device of the present utility model can monitor in real time the dynamic change law of the mass and volume of the grouting quantity poured into the injected medium in the whole process of infiltration grouting; The amount of grouting; the test device of the utility model has the advantages of simple structure, convenient installation and disassembly, repeated use for many times, low cost and reliable use.
附图说明Description of drawings
图1为实施例可可实时监测灌入被注介质注浆量的装置的结构示意图;Fig. 1 is a structural schematic diagram of a device for real-time monitoring of the amount of grout poured into the injected medium in an embodiment;
图2为实施例试验箱的俯视图;Fig. 2 is the top view of embodiment test box;
图中:1-供压装置;2-压力减压器;3-输压管道;4-储浆容器;5-注浆流体;6-圆形钢支撑架;7-输液管道;8-注浆管;9-被注介质;10-试验箱;11-螺栓;12-底部连接板;13-称重平衡板;14-电子天平;15-高清数码摄像仪。In the figure: 1-pressure supply device; 2-pressure reducer; 3-pressure delivery pipeline; 4-slurry storage container; 5-grouting fluid; 6-circular steel support frame; 7-transfusion pipeline; 8-injection Slurry pipe; 9-injected medium; 10-test box; 11-bolt; 12-bottom connecting plate; 13-weighing balance plate; 14-electronic balance; 15-high-definition digital camera.
具体实施方式Detailed ways
下面结合具体实施方式,对本实用新型作进一步说明。Below in conjunction with specific embodiment, the utility model is further described.
实施例1:如图1~2所示,一种可实时监测灌入被注介质注浆量的装置,包括供压装置1、储浆容器4、试验箱10、电子天平14、高清数码摄像仪15,供压装置1的出口端通过输压管道3与储浆容器4顶端中心的通气孔连通,储浆容器4底部中心的浆体出口端通过输液管道7与试验箱10的注浆管8连通,被注介质9堆积在试验箱10内,注浆管8垂直固定设置在试验箱10顶壁中心并向下延伸至试验箱10内,试验箱10的下端设置有底部连接板12,底部连接板12下方固定连接有称重平衡板13,试验箱10通过底部连接板12、称重平衡板13设置在电子天平14上,高清数码摄像仪15设置在试验箱10的正前方;高清数码摄像仪15可对整个渗透试验过程全程摄像,全程实时监测电子天平14示数的动态变化情况;Embodiment 1: As shown in Figures 1-2, a device capable of real-time monitoring of the amount of grout poured into the injected medium, including a pressure supply device 1, a slurry storage container 4, a test chamber 10, an electronic balance 14, and a high-definition digital camera Instrument 15, the outlet end of the pressure supply device 1 communicates with the vent hole at the top center of the slurry storage container 4 through the pressure delivery pipeline 3, and the slurry outlet end at the center of the bottom of the slurry storage container 4 connects with the grouting pipe of the test chamber 10 through the infusion pipeline 7 8 connected, the injected medium 9 is piled up in the test box 10, the grouting pipe 8 is fixed vertically at the center of the top wall of the test box 10 and extends downward into the test box 10, the lower end of the test box 10 is provided with a bottom connecting plate 12, The bottom connection plate 12 is fixedly connected with a weighing balance plate 13, the test box 10 is arranged on the electronic balance 14 through the bottom connection plate 12 and the weighing balance plate 13, and the high-definition digital camera 15 is arranged in front of the test box 10; The digital camera 15 can take pictures of the whole process of the penetration test, and monitor the dynamic changes of the electronic balance 14 in real time throughout the whole process;
供压装置1的出口端安设有压力减压器2,压力减压器2通过输压管路3与储浆容器4顶端中心的通气孔连通;压力减压器2内设置有压力表、注浆控制开关;The outlet end of the pressure supply device 1 is provided with a pressure reducer 2, and the pressure reducer 2 communicates with the air hole at the center of the top end of the slurry storage container 4 through the pressure delivery pipeline 3; the pressure reducer 2 is provided with a pressure gauge, Grouting control switch;
储浆容器4为圆柱形密闭钢桶,储浆容器4设置在圆形钢支撑架6内,储浆容器4的底部中心处设置有浆体出口,储浆容器4用于盛装试验所需的注浆流体5;The slurry storage container 4 is a cylindrical airtight steel drum. The slurry storage container 4 is arranged in a circular steel support frame 6. The bottom center of the slurry storage container 4 is provided with a slurry outlet. Grouting fluid 5;
试验箱10为上部开口的圆柱形钢化玻璃桶,圆柱形钢化玻璃桶为一体成型结构,钢化玻璃桶的底壁外沿设置有与底壁一体成型的翼板,翼板与底部连接板12通过螺栓11固定连接,翼板与底部连接板12的接缝处包覆有橡胶密封圈,试验箱10用于堆积被注介质9;The test box 10 is a cylindrical toughened glass barrel with an upper opening. The cylindrical tempered glass barrel has an integrated structure. The outer edge of the bottom wall of the toughened glass barrel is provided with a wing plate integrally formed with the bottom wall. The wing plate and the bottom connecting plate 12 pass through The bolts 11 are fixedly connected, the joint between the wing plate and the bottom connecting plate 12 is covered with a rubber sealing ring, and the test box 10 is used to accumulate the injected medium 9;
电子天平14的精度为1g。The electronic balance 14 has an accuracy of 1g.
上面结合附图对本实用新型的具体实施例作了详细说明,但是本实用新型并不限于上述实施例,在本领域普通技术人员所具备的知识范围内,还可以在不脱离本实用新型宗旨的前提下作出各种变化。The specific embodiments of the utility model have been described in detail above in conjunction with the accompanying drawings, but the utility model is not limited to the above-mentioned embodiments. Various changes are made.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108593038A (en) * | 2017-11-24 | 2018-09-28 | 昆明理工大学 | A kind of can monitor in real time pours by the device and monitoring method of note medium grouting amount |
CN109447365A (en) * | 2018-11-09 | 2019-03-08 | 昆明理工大学 | A kind of prediction technique for the Seed harvest ultrasonic velocity that the loose crushed stone soil layer of floral tube grouting and reinforcing is formed |
CN110850060A (en) * | 2019-11-22 | 2020-02-28 | 北京交通大学 | Experimental device and experimental method for visualizing porous grouting |
CN112577857A (en) * | 2020-10-23 | 2021-03-30 | 西南交通大学 | Single-hole grouting diffusion test device in graded broken stone |
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2017
- 2017-11-24 CN CN201721587138.1U patent/CN207585705U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108593038A (en) * | 2017-11-24 | 2018-09-28 | 昆明理工大学 | A kind of can monitor in real time pours by the device and monitoring method of note medium grouting amount |
CN108593038B (en) * | 2017-11-24 | 2023-09-26 | 昆明理工大学 | Device capable of monitoring grouting amount of injected medium in real time and monitoring method |
CN109447365A (en) * | 2018-11-09 | 2019-03-08 | 昆明理工大学 | A kind of prediction technique for the Seed harvest ultrasonic velocity that the loose crushed stone soil layer of floral tube grouting and reinforcing is formed |
CN110850060A (en) * | 2019-11-22 | 2020-02-28 | 北京交通大学 | Experimental device and experimental method for visualizing porous grouting |
CN112577857A (en) * | 2020-10-23 | 2021-03-30 | 西南交通大学 | Single-hole grouting diffusion test device in graded broken stone |
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