Device for measuring three-dimensional ground stress of deep rock

A technology of in-situ stress and rock mass, applied in measurement, wellbore/well components, earthwork drilling and production, etc., can solve problems such as limited drainage capacity in holes, unsatisfactory arrangement forms, and abnormal operation of instruments, etc., to achieve Reduce the risk of hole wall instability, reduce human intervention, and have a good waterproof effect

Pending Publication Date: 2018-09-18
INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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  • Summary
  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1. The diameter of shale gas exploration holes is generally less than 150mm, and the current arrangement of various components cannot meet the requirements of further reducing the diameter;
[0005] 2. Due to the existence of drilling fluid in deep vertical drilling, the water head pressure is very high
It is difficult to meet the pressure resistance requirements with the current singl...

Method used

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  • Device for measuring three-dimensional ground stress of deep rock

Examples

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Embodiment 1

[0032] like figure 1 As shown, a device for measuring the three-dimensional geostress of deep rock mass consists of a main detection part 1, a mobile frame and a sealing assembly 2, an annular groove cutting device 3, a rock surface grinding device 4, glue coating and strain gauge stripping Device 5, strain gauge patch device 6, outer sealing sleeve 7, inner sealing sleeve 8, mobile frame 9, slewing device 10, longitudinal moving device 11, hot air blower 12, thin-walled coring drill bit 301, main power motor 302, Main power transmission shaft 303, ring cutting feed motor 304, feed mechanism support 305, feed push screw rod 306, grinding drive motor 401, rotating grinding head 402, grinding mechanical arm 403, glue coating and stripping mechanism 501, glue bottle 502, spraying mechanical arm 503, peeling mechanical arm 504, strain gauge patching mechanism 601, hollow cylinder 701, upper end cover 702, lower end cover 703, upper machine base plate 801, middle machine base plate...

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PUM

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Abstract

The invention discloses a device for measuring three-dimensional ground stress of deep rock. A main detection part comprises an annular groove cutting device, a rock surface grinding device, a gluingand strain gage stripping device and a strain gage pasting device, all the parts are connected to a mobile rack and a sealing assembly through screws, and a turning device is located above an inner sealing sleeve and fixed on an upper end sleeve through screws; an air heater and a main power motor are located above the inner sealing sleeve and fixed on an upper machine base plate through screws; the strain gage pasting device is distributed in a thin wall coring bit of the annular groove cutting device; a longitudinal movement mechanism is located at the bottom of the main detection part and fixed on the lower end through screws; the inner sealing sleeve is connected with a lower machine base plate through a longitudinal connection plate and a longitudinal connection rod; the lower machinebase plate is connected with a longitudinal movement push rod base through a longitudinal connection sleeve; the longitudinal movement push rod base is connected with the longitudinal movement mechanism through a longitudinal movement push rod sleeve. The device is simple in structure, higher in compressive strength and suitable for conditions of deeper drilling tests and has a better waterproofeffect, and the testing precision is improved.

Description

technical field [0001] The invention belongs to the technical field of on-site measurement of rock and soil mechanics, and more specifically relates to a device for measuring three-dimensional ground stress of deep rock mass, which is suitable for the test environment of deep vertical drilling, especially drilling for shale gas exploration. Background technique [0002] Under the action of various factors such as rock and soil self-weight and tectonic action, the rock mass itself has internal stress, and its size and direction distribution is very complicated and varies from place to place. From the current research point of view, the distribution characteristics of in-situ stress have a profound impact on water conservancy, mining, oil and gas extraction, transportation engineering and other fields, and have been regarded as an important part of basic data in design and construction work. With more and more attention paid to unconventional oil and gas resources such as shal...

Claims

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Application Information

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IPC IPC(8): E21B49/00E21B49/02E21B47/00
CPCE21B47/00E21B49/00E21B49/003E21B49/006E21B49/02
Inventor 葛修润汤华秦雨樵吴振君
Owner INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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