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Loose body permeation grouting simulating testing device

A simulation test and loose body technology, applied in the direction of measuring devices, diffusion analysis, instruments, etc., can solve the problems of difficulty in the analysis process of loose body consolidation form, difficulty in monitoring the slurry diffusion process, and the inability to reproduce the stress environment, etc., to achieve dynamic Tracing, eliminating boundary effects, and convenient operation

Active Publication Date: 2018-03-09
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, the existing laboratory loose body grouting simulation test devices mostly use filling grouting tests, which cannot reproduce the in-situ stress environment, and the analysis process of the loose body consolidation form after grouting consolidation is also very difficult
For example, a grouting simulation test device and its test method disclosed in Chinese patent CN105527384A have the problems of being unable to apply ground stress, monitoring the grout diffusion process, and being inconvenient to take out the grouting reinforcement loose body

Method used

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  • Loose body permeation grouting simulating testing device
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Embodiment Construction

[0028] The present invention is described in further detail below in conjunction with embodiment.

[0029] As shown in the figure, a loose body seepage grouting simulation test device includes a grouting system, a confining pressure loading system and a monitoring system,

[0030] The confining pressure loading system includes a constant pressure confining pressure pump 2 and a double rubber sleeve confining pressure loader 1, and the double rubber sleeve confining pressure loader 1 includes a cylinder 20, a fastening device arranged at one end of the grouting port of the cylinder 20 Nut I17a, fastening nut II17b set at one end of the slurry outlet of the cylinder 20, the cylinder 20 is provided with a valve rubber sleeve 22, and a water capsule sleeve is provided around the outer wall of the valve rubber sleeve 22 and the inner wall of the cylinder 20 21. The tightening nut I17a and the tightening nut II17b are screwed into the cylinder 20 from both ends, and the ends respect...

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Abstract

The invention discloses a loose body permeation grouting simulating testing device. A grouting system comprises a grouting pump, a grout storing tank and a grouting pipeline, wherein the grouting pumpis used for conveying grout in the grout storing tank to a peripheral pressure loading system; the peripheral pressure loading system comprises a double-rubber-sleeve peripheral pressure loader and amanual peripheral pressure pump; an outer water bag rubber sleeve is connected to the peripheral pressure pump, so that a peripheral pressure environment is created; an inner flap membrane rubber sleeve wraps a loose medium; a monitoring system comprises a monitoring host, a pressure pump sensor, a grouting port pressure sensor, a peripheral pressure sensor and a resistivity sensing element. According to the loose body permeation grouting simulating testing device, the flap membrane rubber sleeve wraps a loose body, and the water bag rubber sleeve is used for pressurizing the loose body so asto simulate a ground stress environment; the pressure of a constant-pressure peripheral pressure pump and the grouting pump is adjusted until the peripheral pressure is beyond the grouting pressure,and thus the loose body permeation grouting process can be simulated; after the grouting is finished, the solidified loose body wrapped with the flap membrane rubber sleeve can be completely removed for study. The method is convenient to operate; and the obtained test result has directive significance on actual engineering design.

Description

technical field [0001] The invention relates to a loose body seepage grouting simulation test device, which is suitable for laboratory simulation of loose body seepage grouting. Background technique [0002] Infiltration grouting of loose bodies is a common problem in geotechnical engineering. The law of grout diffusion during grouting and the mechanical properties of loose bodies after grouting are the key to the practice of grouting reinforcement of loose bodies. During on-site construction, loose bodies are mostly in a certain in-situ stress field, especially in deep geotechnical engineering. Therefore, it is of great significance to realize the simulation of loose body grouting test laboratory for actual loose body grouting projects. [0003] However, the existing laboratory loose body grouting simulation test devices mostly use filling grouting tests, which cannot reproduce the in-situ stress environment, and the analysis process of the loose body consolidation form aft...

Claims

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Application Information

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IPC IPC(8): G01N13/04G01N13/00
CPCG01N13/00G01N13/04G01N2013/003
Inventor 李桂臣孙长伦崔光俊
Owner CHINA UNIV OF MINING & TECH
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