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A kind of rock and soil grouting method

A rock and soil mass and grouting technology, applied in the field of rock and soil mass grouting, can solve the problems of lack of attention to temperature characteristics, and achieve the effects of wide practicability, improved injectability, and convenient operation.

Inactive Publication Date: 2016-10-12
CHINA UNIV OF MINING & TECH
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Problems solved by technology

[0003] At present, there are many types of grout materials commonly used in underground grouting projects. Materials with fluidity and gel properties can be used as grouting materials. From a large perspective, they can be divided into organic grout materials and inorganic grout materials. People Considering the injectability of the slurry and the stability after injection, the density, viscosity, gel time, stone rate, compressive strength, plastic strength (extrusion resistance) and other characteristics of the slurry material are mainly considered, but the temperature characteristics Lack of attention and in-depth research on

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  • A kind of rock and soil grouting method

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Embodiment Construction

[0018] An embodiment of the present invention will be further described below in conjunction with accompanying drawing:

[0019] Rock soil mass grouting method step of the present invention is as follows:

[0020] a. A plurality of temperature measuring points are arranged at intervals in the grouting area 9 and the wall surface 7 of the surrounding grouting space, and the drill holes 6 are constructed for the positions of the arranged multiple temperature measuring points, and at least One grouting borehole 5, according to the actual situation on site, there may be one or more than one grouting borehole 5; the distance between the multiple measuring points of the temperature measuring point arrangement is 200-2000mm.

[0021] b. Arrange temperature sensors in each borehole 6 along the depth direction of the borehole, fill and seal the borehole, and lead the temperature test wire out of the borehole to connect to a temperature tester to measure the temperature of the borehole;...

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Abstract

Provided is a rock and earth mass grouting method. By changing the temperatures of different components of grout, the temperature difference between the grout and an injected rock and earth mass is improved, the feature that the fluidity of the grout is enhanced when temperature rises is used, the larger diffusion radius of the grout in a rock and earth mass hole and a fracture is obtained, the injecting feature of the grout in an earth mass and broken rocks is improved, the purpose of grouting effect enhancing is achieved, meanwhile, during the process that the grout seeps and carries out heat conducting in the rock and earth mass, the temperature character of a near rock and earth mass is changed, and the temperature monitoring feature of the grouting diffusion range can be obtained. An active temperature rising method is used for achieving the process, the method is simple, the injecting performance of the grout is improved, meanwhile, the injecting range of the grout has temperature measurability, and certain practicability and promoting value are achieved.

Description

technical field [0001] The invention relates to a grouting method for rock and soil mass, which is especially suitable for grouting reinforcement of underground rock mass and soil mass, and grouting anti-seepage projects, including back grouting, reinforcement grouting, And ground grouting works. Background technique [0002] The objects of underground geotechnical engineering problems are rock-soil mass, water, and engineering structures. The mutual coupling and mutual influence of rock-soil mass and engineering structures result in different problems in the normal use of underground space and space stability. In the process of solving such problems, the grouting method is one of the commonly used methods. The mechanical properties and permeability properties of the surrounding rock (surrounding soil) are improved through the infiltration and solidification of the grouting grout, so as to realize the stability of the engineering structure and reduce the water seepage of the...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/12E02D15/04
CPCE02D3/12E02D15/04E02D2250/003E02D2600/10
Inventor 梁恒昌周国庆王建州赵晓东赵光思况联飞王义江刘志强商翔宇周扬汪平生
Owner CHINA UNIV OF MINING & TECH
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