Down-hole guiding height viewer and its observation method

A technology of observation instrument and water blocking device, which is applied in the direction of earthwork drilling and production, wellbore/well parts, etc., can solve the problems of complex instrument structure and low observation work efficiency, and achieve the effects of convenient use, reliable measurement results and simple structure

Inactive Publication Date: 2008-08-20
CHINA UNIV OF MINING & TECH (BEIJING)
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  • Summary
  • Abstract
  • Description
  • Claims
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Problems solved by technology

However, because it can only separate a section of rock formation at a time, and then observe the water injection leakage (water injection volume), each time a complete working process must be passed through the double-ended water blocking device, swelling, water injection pressure regulation and testing; water injection pressure And the swelling pressure of the capsule needs to be manually controlled; and the swelling pipeline in the water stopper adopts the internal connection method, the instrument structure is complicated, and the observation work efficiency is low

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  • Down-hole guiding height viewer and its observation method
  • Down-hole guiding height viewer and its observation method
  • Down-hole guiding height viewer and its observation method

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[0051] Example: There is a drilling test section with a total length of 30 meters. If the original measurement length is 1 meter, the water stopper needs to be moved 30 times. Each time the water stopper is moved and the drill pipe is filled with water, it takes 8 minutes. 2 minutes, a total of 10 minutes for each meter test, and a total of 300 minutes for a 30-meter test section. The displacement of the water blocking device of the present invention can test 3 sub-sections at a time, that is, to test the borehole length of 3 meters, and then only need to shift the water blocking device 10 times; It takes 2 minutes for a small section test, 3 x 2 = 6 minutes for a total of 3 small section tests, 8+6 = 14 minutes for a water stopper displacement and a 3-meter test, and a total time of 140 minutes for a 30-meter-long drilling test. point. It can be seen that the measurement efficiency can be improved because the displacement of the water stopper and the water filling time of th...

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Abstract

The invention discloses an underground high-conducting visualizer and an observation method thereof. The invention includes a plurality of plugging devices that are connected in series; a water injection pipeline between two neighboring plugging devices is provided with a water injection opening; one end of the water injection pipeline is connected with a water injection control platform; the plugging pipelines are mutually communicated by external connecting pipelines and are connected with expansion pipelines. When in use, firstly bores are drilled in the cover rocks needed observing; then the plugging devices connected in series are pushed into the preset position of the bores; gas is pumped into the expansion pipeline and then one section of the bores is plugged into a plurality of sections; water is injected into the water injection pipelines and the water injection opening on the water injection pipeline between the two neighboring plugging devices are opened in sequence; water is injected into the terrane that the section of bores lies in; finally the cranny growth situation inside the cover rocks is analyzed according to the water injection seepage discharge of each section of terrane. The underground high-conducting visualizer has simple structure, is convenient for use, can realize simultaneous plugging, water injection by section and multi-section seepage detection, improve the observing efficiency and has highly reliable detection result.

Description

technical field [0001] The invention relates to a mining engineering and rock mass engineering testing technology, in particular to a device and method for observing the guide height of overlying rock in an underground stope. Background technique [0002] After the coal seam is mined, the roof overlying rock will be damaged accordingly. This kind of damage will have a particularly serious impact on coal mining under water or under confined water, because if the crack zone of the roof overlying rock reaches the water source, the coal mine will have a water body. crash into. The height of the water-conducting fissure zone can be calculated according to the theoretical formula, but due to the complexity of the calculation of rock formation parameters and the error of the calculation formula, the height of the water-conducting fissure zone deduced by the formula will have a large error. Therefore, the field observation of the water-conducting fracture zone in the coal mine is t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21B49/00
Inventor 高延法
Owner CHINA UNIV OF MINING & TECH (BEIJING)
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