CN2929645Y - Rock oriented break blasting device - Google Patents

Rock oriented break blasting device Download PDF

Info

Publication number
CN2929645Y
CN2929645Y CN 200620074520 CN200620074520U CN2929645Y CN 2929645 Y CN2929645 Y CN 2929645Y CN 200620074520 CN200620074520 CN 200620074520 CN 200620074520 U CN200620074520 U CN 200620074520U CN 2929645 Y CN2929645 Y CN 2929645Y
Authority
CN
China
Prior art keywords
tube
rock
shaped
crackles
energy collecting
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.)
Expired - Fee Related
Application number
CN 200620074520
Other languages
Chinese (zh)
Inventor
邵鹏
张勇
贺永年
吴晓锁
朱佑国
张清峰
朱玉晓
陈坤福
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.)
China University of Mining and Technology CUMT
Original Assignee
China University of Mining and Technology CUMT
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 China University of Mining and Technology CUMT filed Critical China University of Mining and Technology CUMT
Priority to CN 200620074520 priority Critical patent/CN2929645Y/en
Application granted granted Critical
Publication of CN2929645Y publication Critical patent/CN2929645Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

The utility model is a rock directional splitting blasting device, which comprises a convex tube equipped of an asymmetric V shaped or arc shaped on an inner wall, pressed cartridges closely matching with the convex inner wall are equipped inside the tube, a cartridge roller is pressed to form an asymmetric V shaped energy collecting concave, the length of the tube is a little longer then that of a special shaped cartridge, when exploding, the energy collecting biting effect makes pre crackles on holed walls along the energy collecting concave, and the pre crackles are spread quickly towards outside and pierces into an open seam with the crackles produced by the near canon, which makes the rock form a sliding wall after explosion, thereby increasing the forming quality, decreasing the blasting damage of the around rocks, decreasing the hole number and lowering the labor intensity with a wide practicality.

Description

A kind of borehole directional fracture blasting device
Technical field
The utility model relates to a kind of borehole directional fracture blasting device, is particularly useful for the rock breaking controlled blasting, also is applicable to concrete breaking controlled blasting.
Background technology
Traditional photoface exploision and presplit blasting are the nearer relatively big gun holes of distance drilled on the excavation outline line, control the explosive payload in each big gun hole, detonate after powder charge simultaneously in the big gun hole, make the detonation of explosive just produce through crack on the line of big gun hole.But because quick-fried living crack is very easily along rock mass initial fissure, joint development, so the expansion in quick-fried living crack has very big randomness and uncertainty, rift direction is difficult to be well controlled, cause rock mass to backbreak easily and to owe the amount of digging big, blasting efficiency is not high, problems such as half hole mark rate is low, and Forming Quality is poor, and wall rock loosening is serious.Not only influence speed of application, increased support work amount and material consumption, and can reduce the integrality and the stability of rock mass greatly.In addition, drilling hole amount is many, and the blasted material consumption is big, has also increased labour intensity and construction cost, has reduced efficiency of construction.
Summary of the invention
Technical problem: the purpose of this utility model provides a kind of simple in structure, the borehole directional fracture blasting device easy to operate, that blasting efficiency is high, result of use is good.
Technical scheme: a kind of borehole directional fracture blasting device of the utility model, it comprises that an inwall is provided with the sleeve pipe of a pair of symmetrical V-arrangement or arc convex, be provided with in the sleeve pipe with convex inner walls and closely cooperate and extruded cartridge bag, the length of sleeve pipe is greater than the length of cartridge bag; Sleeve pipe can be nontoxic stereoplasm tube plastic tube, also metal tube, glass tube or earthenware.
Beneficial effect: a kind of borehole directional fracture blasting device of the utility model, employing is provided with a pair of symmetrical V-arrangement or arc convex by inwall sleeve pipe with its tight cartridge bag of cooperating of extruding mutually, the cartridge bag formation sockets for collecting energy that is squeezed, in blasting process, this device converges the formation jet along sockets for collecting energy direction produce power, and rock is carried out the penetration cutting, is formed with the directed crack of expansion advantage rapidly, thereby improved fracture propagation length 15%~25%, reduced drilling hole amount and expense.The expansion in directed crack has suppressed the expansion of other direction crackles, and half hole mark rate is increased, and the rock mass Forming Quality is good, and stability improves, and the supporting expense reduces.Compare with traditional blasting method, reaching under the situation of same demolition effect, this device can reduce explosive specific charge 10%.Effectively alleviate labour intensity, improved operating efficiency.It is simple in structure, and is easy to operate, and installation rate is fast, time saving and energy saving, the blasting efficiency height is saved blasted material consumption, the once detonation dose is few, can reduce concussion of blasting, noise, air-shock wave, slungshot and to the damage of surrounding rock body, have practicality widely.
Description of drawings
Fig. 1 is the utility model borehole directional fracture blasting device cross-section structure.
Among the figure: 1-projection, 2-sleeve pipe, 3-cartridge bag, 4-sockets for collecting energy, 5-big gun hole.
The specific embodiment
Below in conjunction with accompanying drawing an embodiment of the present utility model is further described:
A kind of borehole directional fracture blasting device of the utility model, the powder stick inwall axis direction of packing into is had in the non-toxic plastic pipe 2 of symmetrical V-arrangement projection 1, powder stick is squeezed and forms the V-arrangement sockets for collecting energy 4 of symmetry, this device is packed in the boring on tunnel, tunnel or open-air rock mass and the concrete excavation outline line, the sockets for collecting energy 4 face direction that connects with the heart towards big gun hole 5, the distance between big gun hole and the big gun hole is 1.5~2.0 times.After the explosion, the detonation product at sockets for collecting energy 4 places is in the direction set of its axis of symmetry, pool the very high jet of speed and pressure, this high speed and high pressure jet directly affacts on the hole wall, make corresponding to forming the advantage crack on big gun hole 5 hole walls of sockets for collecting energy 4 directions, then detonation gas pours in the crack rapidly, promotes fracture propagation, forms the smooth section of the face that connects with the heart along big gun hole 5.Simultaneously, because the inhibition of 5 stress field superpositions in big gun hole and non-toxic plastic pipe, the crack propagation at random on other directions of big gun hole is effectively suppressed.During explosive charge, explosion energy produces along sockets for collecting energy 4 directions and converges, and rock is also cracked in advance by penetration, and the crackle that sets out with adjacent big gun hole under detonation gas drives runs through subsequently, forms smooth scar.

Claims (2)

1. borehole directional fracture blasting device, it is characterized in that: it comprises that an inwall is provided with the sleeve pipe (2) of a pair of symmetrical V-arrangement or arc convex (1), be provided with in the sleeve pipe (2) with projection (1) inwall and closely cooperate and extruded cartridge bag (3), the length of sleeve pipe (2) is greater than the length of cartridge bag (3).
2, borehole directional fracture blasting device according to claim 1 is characterized in that: sleeve pipe (2) can be nontoxic stereoplasm tube plastic tube, also metal tube, glass tube or earthenware.
CN 200620074520 2006-06-27 2006-06-27 Rock oriented break blasting device Expired - Fee Related CN2929645Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620074520 CN2929645Y (en) 2006-06-27 2006-06-27 Rock oriented break blasting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620074520 CN2929645Y (en) 2006-06-27 2006-06-27 Rock oriented break blasting device

Publications (1)

Publication Number Publication Date
CN2929645Y true CN2929645Y (en) 2007-08-01

Family

ID=38308027

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620074520 Expired - Fee Related CN2929645Y (en) 2006-06-27 2006-06-27 Rock oriented break blasting device

Country Status (1)

Country Link
CN (1) CN2929645Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101545747B (en) * 2009-05-03 2012-10-10 张志呈 Charging structure for directional pressure relief vibration isolation blasting
CN101726223B (en) * 2009-10-12 2013-11-20 中国矿业大学 Device and method for directional fracture of rocks
CN103774660A (en) * 2012-10-26 2014-05-07 兰州大学 Grouting anchoring tubular type anchor rod for circular shaped charge blasting hole
CN111794748A (en) * 2020-07-13 2020-10-20 大同煤矿集团有限责任公司 Method for cutting hard top plate by composite blasting
CN112393654A (en) * 2020-11-11 2021-02-23 中国人民解放军陆军工程大学 Two-way energy-gathering blasting charge structure of joint-cutting pipe

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101545747B (en) * 2009-05-03 2012-10-10 张志呈 Charging structure for directional pressure relief vibration isolation blasting
CN101726223B (en) * 2009-10-12 2013-11-20 中国矿业大学 Device and method for directional fracture of rocks
CN103774660A (en) * 2012-10-26 2014-05-07 兰州大学 Grouting anchoring tubular type anchor rod for circular shaped charge blasting hole
CN111794748A (en) * 2020-07-13 2020-10-20 大同煤矿集团有限责任公司 Method for cutting hard top plate by composite blasting
CN111794748B (en) * 2020-07-13 2021-12-31 晋能控股煤业集团有限公司 Method for cutting hard top plate by composite blasting
CN112393654A (en) * 2020-11-11 2021-02-23 中国人民解放军陆军工程大学 Two-way energy-gathering blasting charge structure of joint-cutting pipe
CN112393654B (en) * 2020-11-11 2022-05-17 中国人民解放军陆军工程大学 Two-way energy-gathering blasting charge structure of joint-cutting pipe

Similar Documents

Publication Publication Date Title
CN205748141U (en) A kind of Tunnel Blasting charge constitution
CN2929636Y (en) Multiway energy focus blasting device
CN101644156B (en) Method for weakening coal-rock mass by hydraulic blasting and fracturing
CN102109304A (en) Directional rock blasting crack propagation method and device
CN102519328B (en) Stone drift driving method adopting technologies of water cutting and cut blasting
CN2929645Y (en) Rock oriented break blasting device
CN111764940B (en) Double-layer primary supporting structure of weak surrounding rock tunnel and construction method thereof
CN102678117A (en) Directional hydraulic fracturing method based on energizing blasting
CN105569659A (en) Tunnel hydraulic cutting line oriented blasting roof cutting pressure relief method
CN110793403A (en) Novel high-efficient carbon dioxide phase transition send and splits ware
CN205940311U (en) High efficiency water pressure demolition unit
CN104500068A (en) Dry ice blasting method and dry ice blasting device
CN105041344A (en) High-pressure gas seam-expanding, grouting and water-plugging method for precutting trough of microfissure surrounding rock
CN104453898A (en) Deep hole blasting and static water injecting combining coal seam weakening method
CN106643355B (en) A kind of overhead caving method of the huge thick tight roof of deep coalmine
CN203249553U (en) Blasthole directional fracture apparatus
CN201531259U (en) Perforating bullet of high perforation density deep penetration perforator for oil and gas well
CN111043924B (en) Efficient blasting method for blocking stemming of tunnel soft rock full-section multistage ultra-deep hole double-end stemming
CN102519323B (en) Pre-splitting blasting method for joint-cutting pipe
CN103697775A (en) Method of loose blasting by high-pressure water jet helical cutting
CN103307941B (en) A kind of method improving road driving Cut Blasting effect
CN210070765U (en) Deformable folding portable quick charging energy-gathering device
CN107013212A (en) A kind of ultrasonic exciting caving (coal) device and method
CN108843327B (en) Tunnel excavation method based on soundless cracking agent
CN102927863B (en) A kind of new method of total rock tunnel blasting construction

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070801