Testing method and apparatus for geological mechanics parameter under coal mine

A technology of geomechanics and testing methods, applied in the field of deep-hole peeping instruments, can solve the problems of manpower, material resources and time, low work efficiency, complicated testing work, etc., and achieve the effects of reasonable and simple structure, reliable and practical functions

Inactive Publication Date: 2006-08-16
康红普
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  • Abstract
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Problems solved by technology

[0004] The purpose of the present invention is to provide a quick test method for underground geomechanical parameters of coal mines and a deep hole peeping instrument to solve the existing problems of low work efficiency, complicated te

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  • Testing method and apparatus for geological mechanics parameter under coal mine
  • Testing method and apparatus for geological mechanics parameter under coal mine
  • Testing method and apparatus for geological mechanics parameter under coal mine

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Embodiment Construction

[0021] see Figure 1 to Figure 5 , the steps when the test method of the present invention is implemented again are as follows:

[0022] A. At first set up a vertical test hole 2 of 20-30m in the coal mine underground roadway 1, and send the electronic viewing mirror 5 of the peeping instrument 4 into the test hole 2 with the delivery rod 3 .

[0023] B. Observe and record the surrounding rock structure of the entire test hole 2 to determine the size, orientation, and distribution of structural surfaces such as bedding, joints, and cracks in the surrounding rock structure, and find out several complete sections. The specific steps Including using the peepers 4 and 5 to test image enlargement, direction positioning, photography and information storage; through the test hole 2 to observe, record and analyze the development status of structural planes such as bedding, joints and cracks in the surrounding rock of the roadway, The size, orientation and distribution of structural p...

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Abstract

A geology mechanics parameter speedy test method and the equipment of underground colliery: drill test hole at operating face; measure the design value of the surrounding rock by sight scope which has lateral direction device deep-lying sightglass; speedy measure the stress state of the rock by using the method of hydraulic pressure leading split; then put the sightglass into the test hole, measure the split curve and direction by using the directional device on it; measure the intensity of resistant to compression and modulus of elasticity in the test hole. The invention offers a new method and the sight scope has double functions which are screen and save the images of front and side drilling-hole.

Description

technical field [0001] The invention relates to a method for rapidly measuring geomechanical parameters in coal mines and a deep hole peeping instrument used for implementing the method. The method and equipment can also be applied to underground rocks in other mining, construction, electric power, water conservancy, military and other departments Geomechanical testing of soil engineering sites. Background technique [0002] The surrounding rock of the roadway is an extremely complex geological body, and all work related to the surrounding rock is inseparable from the full understanding of the geomechanical parameters of the surrounding rock. Geomechanical parameters include surrounding rock structure, surrounding rock strength, and in-situ stress. Before the coal mine roadway layout, roadway and chamber support design, the geomechanical parameters must be tested to ensure the rationality of the roadway layout and support design and the safety of the roadway. [0003] Due ...

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Application Information

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IPC IPC(8): E21C39/00
Inventor 康红普林健张晓吴拥政
Owner 康红普
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