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Method for locating and installing deep soft rock geostatic stress testing device

A technology for positioning, installing, and testing devices, which is applied in earth-moving drilling, wellbore/well components, etc., and can solve problems affecting sensor push, sensor torsion, hole wall damage, etc. , The effect of easy on-site construction

Inactive Publication Date: 2014-01-15
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When applying this method to engineering practice, because soft rock has some characteristics different from those tested in hard rock, for example, since the surrounding rock is mostly soft rock such as sandstone, mudstone and clastic limestone, the depth of horizontal drilling When pushing the sensor (three-way pressure box), the cube-shaped metal shell is easy to cause damage to the hole wall, which will affect the pushing of the sensor in severe cases
On the other hand, due to the long push distance (sometimes up to hundreds of meters), the sensor may be twisted due to falling blocks and insufficient rigidity of the push rod during the push process.

Method used

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  • Method for locating and installing deep soft rock geostatic stress testing device
  • Method for locating and installing deep soft rock geostatic stress testing device
  • Method for locating and installing deep soft rock geostatic stress testing device

Examples

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Embodiment 1

[0035] First make the sensing column 1. For the soft rock of 800-1000m deep coal-measure strata, use C5 grade concrete mortar (cement and fine sand preparation) to wrap two cubic three-way pressure boxes 2 and 3 to form a concrete cylinder with a diameter of 125mm. The centers of the two cube-shaped three-way pressure sensors are all on the central axis of the cylindrical concrete body. The central axis of one end of the three-way pressure box 2 and 3 leads from the stress sensing column 1 forms a cylindrical groove during pouring, with a depth of 8 cm and a diameter of 5 cm, which is the same as the outer diameter of the push rod 7 . A connecting cross bar 4 made of stainless steel is fixed along the cylinder diameter in the groove. The sensing column 1 is cured by adding water to 30-60% of the standard strength, and it is ready for use.

[0036] The push rod 7 is made of a hollow stainless steel tube, and the two ends of the diameter of the front end tube wall are axially ...

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Abstract

The invention discloses a method for locating and installing a deep soft rock geostatic stress testing device. According to the method, a stress sensing column is manufactured, the stress sensing column is a cement concrete cylinder comprising two three-directional pressure boxes, and the center of each cubic pressure box is located on the medial axis of the cylinder; the front end of a push rod is connected with the stress sensing column, an angle testing device is installed, rotation angle and length of the stress sensing column are recorded when the push rod is pushed from a hole mouth to a tested point at the hole bottom, and accurate data necessary for stress resolving can be obtained. According to the method, no sharp protrusion exists at the front end or the side face of the stress sensing column, the hole wall will not collapse easily in the pushing process, relative positions of a pair of three-directional pressure sensors are fixed through the stress sensing column, the two three-directional pressure sensors will not move or rotate relatively in the pushing process, and the accuracy for calculating the geostatic stress of the tested point can be ensured.

Description

technical field [0001] The invention belongs to the technical field of geotechnical measurement, and in particular relates to a method for positioning and installing a deep soft rock geostress testing device. Background technique [0002] The safe construction of coal mine roadway is inseparable from the effective monitoring of the stress of surrounding rock. In the deep broken and weak surrounding rocks of coal mines, it is very difficult to effectively test the in-situ stress with the commonly used testing methods. Taking the hydraulic fracturing method widely used in hard rock as an example, it is essentially a two-dimensional stress measurement method, and its borehole packer needs to have good water tightness under high water pressure, which is critical to the integrity of the rock mass. It is not suitable for broken and weak rock mass with developed joints and fissures in deep coal mines. Another common test method used in hard rock is the stress relief method. Beca...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21B49/00
Inventor 张程远刘泉声朱元广陈怡筠崔先泽刘小燕
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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