CN106247875A - A kind of radar detection geological conditions the method carrying out explosion design - Google Patents

A kind of radar detection geological conditions the method carrying out explosion design Download PDF

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Publication number
CN106247875A
CN106247875A CN201610588016.8A CN201610588016A CN106247875A CN 106247875 A CN106247875 A CN 106247875A CN 201610588016 A CN201610588016 A CN 201610588016A CN 106247875 A CN106247875 A CN 106247875A
Authority
CN
China
Prior art keywords
radar detection
radar
geological
row
explosion design
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
CN201610588016.8A
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Chinese (zh)
Inventor
何兴贵
赵明生
彭世伟
龙岗
莫金汕
周谊
吉建华
叶林
黄波
姚忠文
汪帅文
郭春阳
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.)
Guizhou Xinlian Blasting Engineering Group Co Ltd
Original Assignee
Guizhou Xinlian Blasting Engineering 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 Guizhou Xinlian Blasting Engineering Group Co Ltd filed Critical Guizhou Xinlian Blasting Engineering Group Co Ltd
Priority to CN201610588016.8A priority Critical patent/CN106247875A/en
Publication of CN106247875A publication Critical patent/CN106247875A/en
Pending legal-status Critical Current

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D1/00Blasting methods or apparatus, e.g. loading or tamping
    • 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
    • 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
    • G01V3/12Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation operating with electromagnetic waves

Abstract

The invention discloses and a kind of utilize radar detection geological conditions the method carrying out explosion design, comprise the following steps: remove quick-fried district top layer vegetation;Tape measure is utilized to carry out arrangement of measuring-line along big gun hole rows or column direction;Geologic radar detection parameter is set;Geological radar is utilized to carry out detecting and make survey line position mark along survey line;Obtain the different survey line following geological conditions reflectogram to the electromagnetic wave of geology radar emission, through Georadar Data being processed and analyzing, it was predicted that the feature of solution cavity, weak intercalated layer, tomography and crushed zone etc.;Blasting parameter design is carried out according to Geologic Structure Feature.The present invention makes explosion design have more practicality, has safe efficient and economic feature when instructing blast working.

Description

A kind of radar detection geological conditions the method carrying out explosion design
Technical field
The present invention relates to a kind of detection burst region solution cavity, weak intercalated layer, tomography and crushed zone and enter according to structural feature The method of row explosion design.
Background technology
The geological structure that solution cavity, weak intercalated layer, tomography and crushed zone Shi Bao district are relatively conventional, the existence of special geological structure The safety of blast working is had a huge impact;Wherein, the existence of solution cavity forms coyote hole and produces and fly when easily causing powder charge The existence of stone, weak intercalated layer and crushed zone can change burden direction, makes blasting energy waste, it is also possible to bring surrounding Safety threaten, the existence of tomography makes explosion energy waste, and demolition effect is poor;After making explosion, lumpiness is relatively big, produces two Secondary broken, can not predict under complex environment that solution cavity feature can only use other crumbling methods to carry out process and cost is increased, Slow down progress.Meanwhile, sweeping solution cavity is it may also happen that subside so that blast working danger coefficient increases.This is a series of The safety of factor serious threat surrounding, therefore, look-ahead quick-fried district solution cavity, weak intercalated layer, tomography and the existence of crushed zone And carry out the design of territory, karst region Hole pattern parameters and be necessary.
During blast working, owing to being difficult to grasp the feature of special geological structure, there is a lot of uncontrollable risk factor and Reduce the safety coefficient of blast working, all do not detect quick-fried district geological conditions before the blasting design scheme establishment of present stage, cause Cause when practice of construction blasting design scheme to be difficult to guidance technology personnel to construct, reduce the safety system of blast working Number.
Summary of the invention
In order to solve the problems referred to above, the present invention provides a kind of radar detection geological conditions and carries out the side of explosion design Method, can grasp architectonic feature by detection, it is to avoid carry out what blast working brought under special geological tectonic conditions A series of risk factors, improve the practicality of explosion design, improve the safety during blast working, reduce construction cost. The method comprises the steps:
1) remove quick-fried district top layer vegetation, utilize tape measure or tape measure to carry out arrangement of measuring-line along the row or column direction in big gun hole, quick-fried district, and do Go out labelling;
2) geologic radar detection parameter is set;By geological radar launch and reception antenna according to set detecting parameter along survey line Direction detects, and geological radar will launch frequency electromagnetic waves by launching antenna, and frequency electromagnetic waves runs in communication process Different structure face, such as solution cavity, weak intercalated layer, tomography and crushed zone, will make echo strengthen, and receive signal by receptor and remember Record reflection of electromagnetic wave image;
3) analyzing and processing reflection of electromagnetic wave image, learns the size of solution cavity, weak intercalated layer, tomography and crushed zone, shape and the degree of depth, According to analysis result, big gun hole site, hole depth and the pitch-row in quick-fried district is designed.
In described method, described arrangement of measuring-line mode is chosen:
Determine row and column direction, big gun hole according to quick-fried district surrounding and topography and geomorphology, survey according to the row in big gun hole or the position of row Line is arranged.
In described method, the choosing of geological radar antenna combines the investigation depth of explosion design hole depth and different antennae and carries out Determine.
Use said method, the architectonic features such as solution cavity, weak intercalated layer, tomography and crushed zone can be detected, arrange Rationally Hole pattern parameters, can be effectively improved construction speed, reduces cost, improves blast working safety coefficient.
Accompanying drawing explanation
Fig. 1 is that geologic radar detection equipment arranges schematic diagram;
Fig. 2 is geologic radar detection measuring point, arrangement of measuring-line schematic diagram;
The reflectogram of electromagnetic wave when Fig. 3 is survey line following measuring point chance solution cavity surface;
Fig. 4 is that special tectonic is in the face of the reflectogram of electromagnetic wave;
Fig. 5 is survey line steel for shot schematic diagram.
Detailed description of the invention
It is easier to make the present invention have understand, illustrates below in conjunction with accompanying drawing.
It is illustrated in figure 1 and utilizes the architectonic feature in below the quick-fried district of geologic radar detection and carry out the equipment of explosion design Arrange and detection schematic diagram.
It is illustrated in figure 1 geologic radar detection solution cavity the method carrying out explosion design of utilizing of the present invention, wherein Comprise the following steps:
Remove quick-fried district top layer vegetation,
According to quick-fried district feature and surrounding requirement, determine the row and column direction in big gun hole;
The row or column selecting big gun hole is line direction, and every row or column is a survey line, utilizes tape measure to carry out geologic radar detection survey The labelling of beginning and end is arranged and done to line;
Geologic radar detection parameter is set;
According to geological radar arrange detecting parameter, carry out detecting and doing data acquisition along line direction, obtain every survey line with The lower geological structure reflectance data to electromagnetic wave;
Launch antenna and launch high-frequency impulse ripple, when high-frequency impulse ripple runs into solution cavity, due to structural plane both sides difference in dielectric constant Greatly, reflex strength strengthens, and the impulse wave of transmitting is received by reception antenna and record, according to transmitting and the reception of high-frequency impulse ripple Time time difference and spread speed in rock, the position of rock structural face can be calculated;
By the data of reflective information and the image of preservation are processed and analyze, according to the reflection of the structural plane of wall scroll survey line The measurable Geologic Structure Feature of information, it is known that every the survey line geological structure degree of depth, length and width.
Fig. 2 is to launch antenna and reception antenna layout schematic diagram in the present invention.
Launching antenna in Fig. 2 and reception antenna is arranged on survey line, such as survey line 1 in figure, distance between the two is according to setting Set a distance is fixed, and when starting to detect makes marks starting point, FRPA-Fixed Radiation Pattern Antenna and the distance of reception antenna, does number when starting to measure According to collection.Every survey line all repeats above step when measuring, until all of survey line has detected, obtains every following rock of survey line Reflective information, then complete detection.
When Fig. 3 is detection, the schematic diagram of electromagnetic wave generation strong reflection is caused on reflection solution cavity surface, and vertical coordinate represents the degree of depth, horizontal Each measuring point of coordinate representation and the distance of initial measuring point;
By analyzing, with the presence of solution cavity below the earth's surface of this survey line, there is each survey of degree of depth deducibility of strong reflection according to it The degree of depth of the following solution cavity of point.
Fig. 4 is the schematic diagram that special tectonic face makes electromagnetic wave generation strong reflection;
By analyzing, below the earth's surface corresponding to this survey line, there is special structure face, special in the face of the reflection of electromagnetic wave according to structure Levying deducibility is layer reason or weak intercalated layer or crushed zone;
Comprehensive above result of detection, is analyzed the geological conditions below every survey line, it was predicted that the geological structure in quick-fried district, and root According to structural feature, hole array pitch and the position in big gun hole are reasonably designed.

Claims (3)

1. one kind by radar detection geological conditions the method that carries out explosion design, it is characterised in that comprise the steps:
1) remove quick-fried district top layer vegetation, utilize tape measure or tape measure to carry out arrangement of measuring-line along the row or column direction in big gun hole, quick-fried district, and do Go out labelling;
2) geologic radar detection parameter is set;By geological radar launch and reception antenna according to set detecting parameter along survey line Direction detects, and geological radar will launch frequency electromagnetic waves by launching antenna, and frequency electromagnetic waves runs in communication process Different structure face, such as solution cavity, weak intercalated layer, tomography and crushed zone, will make echo strengthen, and receive signal by receptor and remember Record reflection of electromagnetic wave image;
3) analyzing and processing reflection of electromagnetic wave image, learns the size of solution cavity, weak intercalated layer, tomography and crushed zone, shape and the degree of depth, According to analysis result, big gun hole site, hole depth and the pitch-row in quick-fried district is designed.
A kind of radar detection geological conditions the most according to claim 1 the method carrying out explosion design, its feature exists Choose in described arrangement of measuring-line mode and determine row and column direction, big gun hole according to quick-fried district surrounding and topography and geomorphology, according to big gun hole Row or row position carry out arrangement of measuring-line.
A kind of radar detection geological conditions the most according to claim 1 the method carrying out explosion design, its feature exists Explosion design hole depth is combined and the investigation depth of different antennae is determined in choosing of geological radar antenna.
CN201610588016.8A 2016-07-25 2016-07-25 A kind of radar detection geological conditions the method carrying out explosion design Pending CN106247875A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610588016.8A CN106247875A (en) 2016-07-25 2016-07-25 A kind of radar detection geological conditions the method carrying out explosion design

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610588016.8A CN106247875A (en) 2016-07-25 2016-07-25 A kind of radar detection geological conditions the method carrying out explosion design

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Publication Number Publication Date
CN106247875A true CN106247875A (en) 2016-12-21

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108680137A (en) * 2018-04-24 2018-10-19 天津职业技术师范大学 Earth subsidence detection method and detection device based on unmanned plane and Ground Penetrating Radar
CN111505628A (en) * 2020-04-29 2020-08-07 中国南方电网有限责任公司超高压输电公司广州局 Detection and identification method for underground cable imaging based on ground penetrating radar
CN113740838A (en) * 2021-09-13 2021-12-03 四川启睿克科技有限公司 Whole-house personnel tracking method based on millimeter wave radar
WO2021253365A1 (en) * 2020-06-17 2021-12-23 江苏中勘地质勘查有限公司 High-frequency radar detection circuit for three-dimensional geological exploration and detection method therefor

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5148176A (en) * 1990-07-13 1992-09-15 Ici Australia Operations Proprietary Limited Measuring device
CN102540258A (en) * 2010-12-15 2012-07-04 中铁西南科学研究院有限公司 Tunnel advanced geological forecasting method utilizing horizontal sound wave profile test
CN102999873A (en) * 2011-12-30 2013-03-27 山东黄金集团有限公司 Digital mine safety monitoring and inspecting system
CN103255756A (en) * 2013-05-14 2013-08-21 中冶交通工程技术有限公司 Method using geological radar for surveying pile foundation cave

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5148176A (en) * 1990-07-13 1992-09-15 Ici Australia Operations Proprietary Limited Measuring device
CN102540258A (en) * 2010-12-15 2012-07-04 中铁西南科学研究院有限公司 Tunnel advanced geological forecasting method utilizing horizontal sound wave profile test
CN102999873A (en) * 2011-12-30 2013-03-27 山东黄金集团有限公司 Digital mine safety monitoring and inspecting system
CN103255756A (en) * 2013-05-14 2013-08-21 中冶交通工程技术有限公司 Method using geological radar for surveying pile foundation cave

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
段武全: "岩溶隧道超前地质预报施工技术", 《现代隧道技术(增刊)》 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108680137A (en) * 2018-04-24 2018-10-19 天津职业技术师范大学 Earth subsidence detection method and detection device based on unmanned plane and Ground Penetrating Radar
CN111505628A (en) * 2020-04-29 2020-08-07 中国南方电网有限责任公司超高压输电公司广州局 Detection and identification method for underground cable imaging based on ground penetrating radar
CN111505628B (en) * 2020-04-29 2022-06-03 中国南方电网有限责任公司超高压输电公司广州局 Detection and identification method for underground cable imaging based on ground penetrating radar
WO2021253365A1 (en) * 2020-06-17 2021-12-23 江苏中勘地质勘查有限公司 High-frequency radar detection circuit for three-dimensional geological exploration and detection method therefor
CN113740838A (en) * 2021-09-13 2021-12-03 四川启睿克科技有限公司 Whole-house personnel tracking method based on millimeter wave radar
CN113740838B (en) * 2021-09-13 2024-02-06 四川启睿克科技有限公司 Whole house personnel tracking method based on millimeter wave radar

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Application publication date: 20161221