CN112630844A - Underground disaster processing method - Google Patents

Underground disaster processing method Download PDF

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Publication number
CN112630844A
CN112630844A CN202011572726.4A CN202011572726A CN112630844A CN 112630844 A CN112630844 A CN 112630844A CN 202011572726 A CN202011572726 A CN 202011572726A CN 112630844 A CN112630844 A CN 112630844A
Authority
CN
China
Prior art keywords
disaster
radar
drill
geological
drill rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202011572726.4A
Other languages
Chinese (zh)
Inventor
郭臣业
周东平
周俊杰
蒋和财
王文春
龚齐森
王旭晟
何华
刘登峰
张尚斌
王凯
刘柯
刘军
张翠兰
王选琳
谢飞
任梅青
吴斌
陈兴燚
张迪
谈平
周全
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing Neng Touyu New Energy Co ltd
CHONGQING ENERGY INVESTMENT GROUP TECHNOLOGY CO LTD
Chongqing Energy Investment Group Co Ltd
Original Assignee
Chongqing Neng Touyu New Energy Co ltd
CHONGQING ENERGY INVESTMENT GROUP TECHNOLOGY CO LTD
Chongqing Energy Investment Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chongqing Neng Touyu New Energy Co ltd, CHONGQING ENERGY INVESTMENT GROUP TECHNOLOGY CO LTD, Chongqing Energy Investment Group Co Ltd filed Critical Chongqing Neng Touyu New Energy Co ltd
Priority to CN202011572726.4A priority Critical patent/CN112630844A/en
Publication of CN112630844A publication Critical patent/CN112630844A/en
Pending legal-status Critical Current

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Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V3/00Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation
    • G01V3/08Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation operating with magnetic or electric fields produced or modified by objects or geological structures or by detecting devices
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S13/00Systems using the reflection or reradiation of radio waves, e.g. radar systems; Analogous systems using reflection or reradiation of waves whose nature or wavelength is irrelevant or unspecified
    • G01S13/88Radar or analogous systems specially adapted for specific applications
    • G01S13/885Radar or analogous systems specially adapted for specific applications for ground probing
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S7/00Details of systems according to groups G01S13/00, G01S15/00, G01S17/00
    • G01S7/02Details of systems according to groups G01S13/00, G01S15/00, G01S17/00 of systems according to group G01S13/00

Abstract

The invention discloses an underground disaster treatment method, which comprises the following steps: drilling a measuring borehole in the geological detection area; and step two, carrying a radar: after the drill rod is withdrawn, the drill bit is detached, and the geological radar is carried on the drill rod; thirdly, radar detection: according to the drill rod advancing mode of the drill hole, advancing the drill rod to detect the geological structure around the drill hole; fourthly, disaster judgment: determining the position and range of the geological disaster according to the radar detection data; fifthly, preparing a processing scheme: determining a disaster processing scheme according to the disaster position and range; sixthly, disaster treatment: and carrying out disaster treatment according to the determined disaster treatment scheme. The method has the advantages that the drilling is carried out to measure the drill hole, the drill rod is utilized to carry the geological radar in the drill hole, the geological detection is carried out on the periphery of the drill hole, so as to obtain a geological disaster source in the peripheral area, and then the targeted measures are adopted to eliminate disasters and eliminate hidden dangers, so that the construction safety is ensured.

Description

Underground disaster processing method
Technical Field
The invention relates to an underground disaster treatment technology, in particular to a coal seam fracturing permeability-increasing method of an underground disaster treatment method.
Background
The underground disaster refers to a geological disaster endangering the safety of underground mining and tunneling construction, and comprises a karst cave, a river or underground water gathered in the karst cave and toxic, harmful or flammable and explosive gases. In order to ensure the safety of underground construction, underground disasters must be treated before construction of a construction area so as to eliminate potential safety hazards and ensure the safety of construction. The existing method for eliminating hidden dangers is to presume hidden dangers possibly existing around a construction area according to geological exploration conditions, then further search a disaster position in a drilling mode, and take measures for eliminating the hidden dangers after the disaster position is found, such as drainage or blasting drainage, air pumping and exhausting and the like. However, the existing method can only estimate the disaster general area according to experience, so that the investigation of the specific disaster position has great blindness, the drilling workload is large, and potential safety risks caused by missing part of the hidden dangers exist. For this reason, improvements are required.
Disclosure of Invention
The invention aims to provide an underground disaster processing method aiming at the defects that the workload for determining the accurate position of a geological disaster is large and the hidden danger cannot be completely eliminated in the process of eliminating the potential safety hazard of underground engineering.
In order to achieve the purpose, the invention adopts the following technical scheme.
An underground disaster processing method comprises the following steps:
step one, drilling a measuring hole: drilling a measuring borehole in the geological detection area;
and step two, carrying a radar: after the drill rod is withdrawn, the drill bit is detached, and the geological radar is carried on the drill rod;
thirdly, radar detection: according to the drill rod advancing mode of the drill hole, advancing the drill rod to detect the geological structure around the drill hole;
fourthly, disaster judgment: determining the position and range of the geological disaster according to the radar detection data;
fifthly, preparing a processing scheme: determining a disaster processing scheme according to the disaster position and range;
sixthly, disaster treatment: and carrying out disaster treatment according to the determined disaster treatment scheme.
By adopting the method of the technical scheme, the geological radar is arranged by the drill hole and the drill rod to detect the geological structure around the drill hole, the geological radar is used for detecting the area within the set range around the drill hole besides the detection effect of whether the drill hole penetrates through a disaster source, the detection range is obviously enlarged compared with the detection only through the drill hole, one area far larger than the size of the drill hole can be inspected through one drill hole, the number of the geological disaster investigation drill holes can be effectively reduced, and the hidden trouble of missing investigation in the investigation area is avoided. After the disaster source is determined, hidden dangers are eliminated by pertinently adopting disaster eliminating measures, and construction safety is ensured. The drilling can be carried out by adopting related facilities and technologies for drilling fracturing extraction holes in the coal seam fracturing permeability-increasing technology, the drilling comprises the technologies of a common drilling machine and a kilometer drilling machine, when the kilometer drilling machine is adopted, the drilling machine can be used for disaster advanced detection in the construction advancing direction, the disaster detection range can be further enlarged, the covered area can be detected at one time, and the construction safety and the detection efficiency are further improved.
Preferably, in the radar carrying step, a radar cable is arranged in the inner hole of the drill rod in a penetrating mode, and the radar detection head is fixed to the front end of the drill rod. The existing facilities for disaster detection are utilized, the resource utilization rate is improved, and the detection cost is reduced.
Preferably, the radar cable is arranged in a carbon fiber rod, and the carbon fiber rod is fixed in the drill rod through an elastic bushing; and the radar cable and the carbon fiber rod are connected through multiple sections in the length direction. The insulating effect is formed by utilizing the insulating elasticity of the carbon fiber rod, and the interference signal shielding is formed by utilizing the characteristics of the metal pipe of the drill rod, so that the accuracy of a detection result is ensured; simultaneously, because the drilling rod is the extension structure of gradual extension, radar cable and carbon fiber pole all meet the formation through the multistage in length direction, can form good matching with it, avoid cable and carbon fiber pole to have the passage of overlength to pass from the a lesson drilling rod of installing additional, improve calamity detection efficiency.
Further preferably, the connection of the plurality of radar cables is connected by a cable connector of a plug-and-socket fitting method. The convenience and the reliability of cable connection are ensured.
More preferably, the connection of the multiple sections of carbon fiber rods is in threaded connection in a transition mode of additionally installing threaded sleeves. A thread sleeve pipe for two extension carbon fiber pole sections are connected through the external screw thread that internal thread and two extension carbon fiber pole sections were connected through screwing in, not only can ensure the reliability of connecting between two pole sections, still can simplify the structure of carbon fiber pole, only need form at the linkage segment with the external screw thread that the external diameter is the same or is close can, do benefit to the manufacturing cost who reduces carbon fiber pole.
Preferably, the step of preparing the processing scheme further comprises preparing a plurality of plans with different disaster properties, checking the disaster properties through the checking holes after drilling the checking holes, and finally determining the disaster processing scheme according to the checking result. The method is characterized in that an efficient treatment scheme adaptive to disaster properties is obtained, if water is in a disaster area, the water is drained or drained through drainage modes such as pumping, blasting and the like; if the gas is toxic, harmful or inflammable and explosive gas, the gas is pumped out in a pumping mode and then is subjected to corresponding processing modes such as centralized collection or combustion.
The method has the advantages that the drilling is carried out to measure the drill hole, the drill rod is utilized to carry the geological radar in the drill hole, the geological detection is carried out on the periphery of the drill hole, so as to obtain a geological disaster source in the peripheral area, and then the targeted measures are adopted to eliminate disasters and eliminate hidden dangers, so that the construction safety is ensured.
Detailed Description
The invention is further illustrated by the following examples, which are not intended to limit the scope of the invention.
An underground disaster processing method comprises the following steps:
step one, drilling a measuring hole: drilling a measuring borehole in the geological detection area;
and step two, carrying a radar: after the drill rod is withdrawn, the drill bit is detached, and the geological radar is carried on the drill rod;
thirdly, radar detection: according to the drill rod advancing mode of the drill hole, advancing the drill rod to detect the geological structure around the drill hole;
fourthly, disaster judgment: determining the position and range of the geological disaster according to the radar detection data;
fifthly, preparing a processing scheme: determining a disaster processing scheme according to the disaster position and range;
sixthly, disaster treatment: and carrying out disaster treatment according to the determined disaster treatment scheme.
In the radar carrying step, a radar cable is penetrated through an inner hole of the drill rod, and a radar detection head is fixed at the front end of the drill rod; the radar cable is arranged in the carbon fiber rod, and the carbon fiber rod is fixed in the drill rod through the elastic bushing; the radar cable and the carbon fiber rod are connected in a length direction through a plurality of sections; the connection of the multiple sections of radar cables adopts a cable connector in a plugging and matching mode; the connection of the multiple sections of carbon fiber rods adopts a screw thread connection in a transition mode of additionally installing a thread sleeve; specifically, the threaded sleeve for connecting the two elongated carbon fiber rod sections is in threaded connection with the external threads on the two elongated carbon fiber rod sections through internal threads.
In the step of formulating the processing scheme, a plurality of plans with different disaster properties are formulated, after the driller checks the hole, the disaster properties are checked through the checked hole, and finally, the disaster processing scheme is determined according to the checking result.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (6)

1. An underground disaster processing method is characterized by comprising the following steps:
step one, drilling a measuring hole: drilling a measuring borehole in the geological detection area;
and step two, carrying a radar: after the drill rod is withdrawn, the drill bit is detached, and the geological radar is carried on the drill rod;
thirdly, radar detection: according to the drill rod advancing mode of the drill hole, advancing the drill rod to detect the geological structure around the drill hole;
fourthly, disaster judgment: determining the position and range of the geological disaster according to the radar detection data;
fifthly, preparing a processing scheme: determining a disaster processing scheme according to the disaster position and range;
sixthly, disaster treatment: and carrying out disaster treatment according to the determined disaster treatment scheme.
2. The method of claim 1, wherein in the radar mounting step, the radar cable is threaded through an inner bore of the drill pipe and the radar probe is secured to the front end of the drill pipe.
3. The method of claim 2, wherein the radar cable is disposed within a carbon fiber rod secured within a drill rod by an elastomeric bushing; and the radar cable and the carbon fiber rod are connected through multiple sections in the length direction.
4. The method of claim 3, wherein the plurality of radar cables are connected using a plug-fit cable connector.
5. The method of claim 3, wherein the connection of the lengths of carbon fiber rod is a threaded connection with a threaded sleeve transition.
6. The method according to any one of claims 1 to 5, wherein the step of preparing the processing scheme further comprises preparing a plurality of plans with different disaster properties, performing disaster property inspection through the inspection holes after drilling the inspection holes, and finally determining the disaster processing scheme according to the inspection result.
CN202011572726.4A 2020-12-25 2020-12-25 Underground disaster processing method Pending CN112630844A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011572726.4A CN112630844A (en) 2020-12-25 2020-12-25 Underground disaster processing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011572726.4A CN112630844A (en) 2020-12-25 2020-12-25 Underground disaster processing method

Publications (1)

Publication Number Publication Date
CN112630844A true CN112630844A (en) 2021-04-09

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011572726.4A Pending CN112630844A (en) 2020-12-25 2020-12-25 Underground disaster processing method

Country Status (1)

Country Link
CN (1) CN112630844A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101226240A (en) * 2008-01-31 2008-07-23 武汉长盛工程检测技术开发有限公司 Electricity-shaping tunnel geology detecting prognostication method and apparatus
CN101251605A (en) * 2008-04-17 2008-08-27 中铁二局股份有限公司 Method for forecasting advanced geology for tunnel construction
DE102010032134A1 (en) * 2010-07-24 2012-01-26 Tracto-Technik Gmbh & Co. Kg Method for inserting borehole in ground, involves running borehole in defined position to already existing borehole or already cable that is installed in ground
CN204405865U (en) * 2015-01-22 2015-06-17 中交四公局第二工程有限公司 Advanced geology for tunnel construction predictor
CN111948645A (en) * 2020-08-07 2020-11-17 武汉长盛煤安科技有限公司 Coal mine roadway and tunnel drilling while drilling radar advanced detection device and method
US20210381366A1 (en) * 2017-06-27 2021-12-09 Reflex Instruments Asia Pacific Prty Ltd Method and system for acquiring geological data from a bore hole

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101226240A (en) * 2008-01-31 2008-07-23 武汉长盛工程检测技术开发有限公司 Electricity-shaping tunnel geology detecting prognostication method and apparatus
CN101251605A (en) * 2008-04-17 2008-08-27 中铁二局股份有限公司 Method for forecasting advanced geology for tunnel construction
DE102010032134A1 (en) * 2010-07-24 2012-01-26 Tracto-Technik Gmbh & Co. Kg Method for inserting borehole in ground, involves running borehole in defined position to already existing borehole or already cable that is installed in ground
CN204405865U (en) * 2015-01-22 2015-06-17 中交四公局第二工程有限公司 Advanced geology for tunnel construction predictor
US20210381366A1 (en) * 2017-06-27 2021-12-09 Reflex Instruments Asia Pacific Prty Ltd Method and system for acquiring geological data from a bore hole
CN111948645A (en) * 2020-08-07 2020-11-17 武汉长盛煤安科技有限公司 Coal mine roadway and tunnel drilling while drilling radar advanced detection device and method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
李波;: "岳家岭隧道地质灾害超前探测技术探讨与实践", 公路交通技术, no. 05, 25 October 2011 (2011-10-25) *
贾龙;蒙彦;吴远斌;潘宗源;: "地面与孔中地质雷达方法联作在覆盖型岩溶塌陷隐患识别中的应用", 桂林理工大学学报, no. 03, 15 August 2018 (2018-08-15) *

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