CN107084647A - The blast hole projectile filling method of Building demolition controlled blasting - Google Patents

The blast hole projectile filling method of Building demolition controlled blasting Download PDF

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Publication number
CN107084647A
CN107084647A CN201710384603.XA CN201710384603A CN107084647A CN 107084647 A CN107084647 A CN 107084647A CN 201710384603 A CN201710384603 A CN 201710384603A CN 107084647 A CN107084647 A CN 107084647A
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China
Prior art keywords
blasthole
powder stick
bamboo chip
blast hole
powder
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Granted
Application number
CN201710384603.XA
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Chinese (zh)
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CN107084647B (en
Inventor
刘成敏
周浩仓
罗福友
王云茂
刘红芳
龙辉
潘昌义
吴峰
许成卫
谢发根
李斌
陶明
吴卫强
张鑫
肖国喜
胡海
程三建
黄洪涛
刘郭洁
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Jiangxi Guotai Wuzhou Blasting Engineering Co Ltd
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Jiangxi Guotai Wuzhou Blasting Engineering Co Ltd
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Application filed by Jiangxi Guotai Wuzhou Blasting Engineering Co Ltd filed Critical Jiangxi Guotai Wuzhou Blasting Engineering Co Ltd
Priority to CN201710384603.XA priority Critical patent/CN107084647B/en
Publication of CN107084647A publication Critical patent/CN107084647A/en
Application granted granted Critical
Publication of CN107084647B publication Critical patent/CN107084647B/en
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D3/00Particular applications of blasting techniques
    • F42D3/02Particular applications of blasting techniques for demolition of tall structures, e.g. chimney stacks
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D1/00Blasting methods or apparatus, e.g. loading or tamping
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D1/00Blasting methods or apparatus, e.g. loading or tamping
    • F42D1/08Tamping methods; Methods for loading boreholes with explosives; Apparatus therefor

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Building Environments (AREA)

Abstract

A kind of blast hole projectile filling method of Building demolition controlled blasting is, drilled in building load-carrying members, corresponding bamboo chip is made according to the specification of design blasthole, bamboo chip length suitable primacord is intercepted during powder charge, primacord and bamboo chip are formed into association with insulating tape, every section of powder stick is splitted on one side along axis, and be wrapped in the association of bamboo chip and primacord, can be by controlling the spacing between powder stick on a piece bamboo chip, powder stick number needed for addition, form powder stick string, a hair detonator is fixed in powder stick string one end, the other end of its sockets for collecting energy direction towards powder stick string, then by the powder stick made it is in tandem enter blasthole in, wherein one end equipped with detonator is placed on aperture.The loading method of the present invention, which is efficiently solved after conventional explosive is difficult to pack into blasthole or explosive loading blasthole, to reach corresponding blasthole position according to design requirement, hole charge is difficult to control to, charging quality such as can not ensure at the technical barrier, improve loading rate, make charge constitution more reasonable.

Description

The blast hole projectile filling method of Building demolition controlled blasting
Technical field
The present invention relates to controlled blasting loading method, particularly a kind of blast hole projectile filling method of Building demolition controlled blasting.
Background technology
During discarded old building dismounting and reconstruction of the old city town, some skyscrapers can not use mechanical removal, control Explosion processed turns into safety, quick, economic dismounting mode.The principle of building is removed using in right amount using controlled blasting mode Explosive carries out explosion, and destruction needs the load-carrying members of demolition of buildings, its unstability slump is disintegrated and is crushed, but guarantee will not Surrounding enviroment are caused harm, therefore except design will accurately calculate explosive charge, must be precisely during construction Control explosive charge is simultaneously uniformly distributed explosive, and energy makes full use of after explosion, and explosive charge deficiency can not reach preferable explosion effect Really, explosive charge is excessive and easily to periphery personnel and environmental danger.
The load-carrying members of most of building are made up of shear wall, frame column, beam, and size is typically all smaller, and its material is basic It is cast-in-situ steel reinforced concrete.Blast working needs borehole charge on these structures, is limited by construction object, drilling depth is general All within 3m, drilling hole amount is more, and the explosive payload per hole is smaller, therefore powder charge turns into a fine work, is also whole The key link of individual blasting process, generally requires the bar shaped explosive for packing film and is cut into some sections of small medicine coils, then according to design Powder stick number needed for dose loads into hole, but because explosive is paste body shape body, packaging film once ruptures, is just inconvenient to handle, very Easily occur to glue to stick, it is difficult to load in blasthole, it more difficult to the accurate position for being attached to design, so not only influence charging quality, Influence powder charge speed.During extensive and large-scale Building demolition explosion, drilling hole amount is typically all hundreds and thousands of, and Typically it must not exceed 3 days from powder charge to detonation whole process.
The content of the invention
It is an object of the invention to provide a kind of blast hole projectile filling method of Building demolition controlled blasting, to solve building control Explosive payload is difficult to control in demolition blasting powder charge process, the low technical problem of charging quality, loading rate is difficult to ensure that, makes control Explosion is more accurate, safe and reliable.
The blast hole projectile filling method of the Building demolition controlled blasting of the present invention, comprises the following steps:
Blasthole is arranged according to design and drill in the load-carrying members such as the shear wall or frame column or beam of building;According to design Blasthole specification make corresponding length bamboo chip(Length is less than blast hole depth), a hole is often drilled, a bamboo chip is put into;Treat institute Have after blasthole is drilled, start powder charge, the primacord of corresponding length is first intercepted according to the length of bamboo chip in blasthole, will with insulating tape Primacord is fixed on bamboo chip, forms an association, then as needed by the bar shaped column emulsion of packaged by plastic film Some sections of powder sticks are divided into, every section of powder stick is splitted on one side along axis, powder stick is fixed on along the one side splitted in the way of wrapping up In the association of bamboo chip and primacord, powder stick is wrapped up again with plastic foil and with insulating tape winding by the powder stick of plastic film wrapped Reinforced;, can be by controlling the spacing between powder stick, the medicine needed for addition on a bamboo chip according to the hole charge of design Number is rolled up, a powder stick string is formed;A hair detonator is fixed with insulating tape in powder stick string one end, its sockets for collecting energy direction is towards powder stick string The other end, then by the powder stick made it is in tandem enter blasthole in, wherein one end equipped with detonator is in aperture direction;With stemming pair Blasthole mouthful is blocked, and detonator wire is stayed in outside blasthole.
Described blasthole diameter is generally 38-42mm, and length is typically within 3m.
Whether described bamboo chip length need to make according to blast hole depth, can qualified for the depth of inspection blasthole, and There are certain hardness, diameter of section 7-10mm, it is ensured that will not be bent during powder charge.
Described primacord is that, for propagation of explosion, diameter of section is 6mm or so, more soft.
Described powder stick is film packaging bar shaped column emulsion, and its character is sticky body of paste, and its specification is generally Diameter 30-33mm, long 300-340mm, quality is 300g.
The blast hole projectile filling method of the Building demolition controlled blasting of the present invention, efficiently solves conventional explosive and is difficult to pack into blasthole Or corresponding blasthole position can not be reached according to design requirement after explosive loading blasthole, blast hole projectile filling be difficult to control to dose, powder charge Quality such as can not ensure at the technical barrier, improve loading rate, make charge constitution more reasonable, safe and reliable.
Brief description of the drawings
Primacord and explosive cartridge are fabricated to the schematic diagram of powder stick string for the utilization bamboo chip of the present invention by Fig. 1;
Fig. 2 be powder stick of the present invention it is in tandem enter blasthole in sectional view;
Fig. 3 is bore position schematic diagram of the invention;
In accompanying drawing:1- bamboo chips, 2- primacords, 3- powder sticks, 4- detonators, 5- detonator wires, 6- plastic foils, 7- insulating tapes, 8- is held Weight structure, 9- blastholes, 10- stemmings.
Embodiment
A kind of blast hole projectile filling method of Building demolition controlled blasting, it is characterised in that:It comprises the following steps:
(a), according to required blasting design scheme, on the shear wall or frame column or joist support weight structure 8 of building bore blasthole 9, directly Footpath is 38-42mm, length within 3m, blasthole spacing m=(1.2~2.0)W, W are minimum burden, when structure is beam or post When, W takes the half of beam or post section short side, and when structure is wall, W takes the half of wall thickness, and blasthole array pitch n=(0.8~ 1.2)m;
(b), according to the depth of blasthole 9 make length be less than blast hole depth bamboo chip 1, the diameter of section 7-10mm of bamboo chip 1;
(c), according to the length of bamboo chip 1 intercept corresponding length primacord 2, primacord 2 is fixed on bamboo chip 1 with insulating tape 7 On, an association is formed, the bar shaped column emulsion of packaged by plastic film is then divided into some sections of powder sticks 3, the property of powder stick 3 Shape is sticky body of paste, and diameter 30-33mm, long 300-340mm, every section of powder stick 3 are splitted on one side along axis, by powder stick 3 along cuing open The one side opened uniformly is wrapped in the association of bamboo chip 1 and primacord 2, wrap up powder stick 3 again with plastic foil 6 and with insulating Adhesive plaster 7 is wound to be reinforced by the powder stick 3 of plastic film wrapped, forms powder stick string;
(d), powder stick string one end insulating tape 7 fix a hair detonator 4, its sockets for collecting energy direction towards powder stick string the other end, so Afterwards by the powder stick made it is in tandem enter blasthole 9 in, wherein one end equipped with detonator 4 is in the aperture direction of blasthole 9;
(e), with stemming 10 aperture of blasthole 9 is blocked, detonator wire 5 is stayed in outside blasthole 9.

Claims (4)

1. a kind of blast hole projectile filling method of Building demolition controlled blasting, it is characterised in that:It comprises the following steps:
(a), in the shear wall or frame column or joist support weight structure of building(8)Upper brill blasthole(9), blasthole spacing m=(1.2~2.0) W, W are minimum burden, and when structure is beam or post, W takes the half of beam or post section short side, and when structure is wall, W takes wall The half of wall thickness, blasthole array pitch n=(0.8~1.2)m;
(b), according to blasthole(9)Depth make length be less than blast hole depth bamboo chip(1);
(c), according to bamboo chip(1)Length intercept corresponding length primacord(2), use insulating tape(7)By primacord(2)It is fixed In bamboo chip(1)On, an association is formed, the bar shaped column emulsion of packaged by plastic film is then divided into some sections of powder sticks (3), every section of powder stick(3)Splitted along axis on one side, by powder stick(3)Bamboo chip is uniformly wrapped on along the one side splitted(1)With leading Quick-fried rope(2)Association on, use plastic foil(6)Powder stick is wrapped up again(3)And use insulating tape(7)Winding is by plastic film wrapped Powder stick(3)Reinforced, form powder stick string;
(d), powder stick string one end insulating tape(7)Fix a hair detonator(4), its sockets for collecting energy direction is towards the another of powder stick string End, then by the powder stick made it is in tandem enter blasthole(9)In, wherein equipped with detonator(4)One end in blasthole(9)Aperture direction;
(e), use stemming(10)To blasthole(9)Aperture is blocked, and makes detonator wire(5)Stay in blasthole(9)Outside.
2. the blast hole projectile filling method of Building demolition controlled blasting according to claim 1, it is characterised in that:The blasthole (9)A diameter of 38-42mm, length is within 3m.
3. the blast hole projectile filling method of Building demolition controlled blasting according to claim 1, it is characterised in that:The bamboo chip (1)Diameter of section is 7-10mm.
4. the blast hole projectile filling method of Building demolition controlled blasting according to claim 1, it is characterised in that:Described powder stick (3)Character is sticky body of paste emulsion, diameter 30-33mm, long 300-340mm.
CN201710384603.XA 2017-05-26 2017-05-26 The blast hole projectile filling method of Building demolition controlled blasting Active CN107084647B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109269367A (en) * 2018-10-19 2019-01-25 洛阳理工学院 It is a kind of to exempt from punching construction method for reinforced concrete frame structure demolition blasting
CN109737844A (en) * 2019-03-20 2019-05-10 福建省新华都工程有限责任公司 A kind of mine blasthole explosive spacing installing mechanism

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002005600A (en) * 2000-05-18 2002-01-09 Yosho Cho Relaxed blasting method and structure of blasting mat
CN101900519A (en) * 2009-05-25 2010-12-01 同济大学 Bamboo-chip smooth wall protection blasting method for joint fissure mud rock slope
CN201764912U (en) * 2010-08-30 2011-03-16 中铁十九局集团第五工程有限公司 Vibration-isolating charging blasthole
CN202032958U (en) * 2011-03-23 2011-11-09 鞍钢集团矿业公司 Decoupling charge centering device for oblique blasthole
CN204009912U (en) * 2014-07-31 2014-12-10 山东华联矿业股份有限公司 Pre-control is pushed up the ore deposit afterwards filling mining sectional type blasting cartridge that paragraphs
CN105300203A (en) * 2015-10-22 2016-02-03 武汉大学 Outline blasting method used for rock foundation excavation
CN106638693A (en) * 2016-12-24 2017-05-10 广东宏大广航工程有限公司 Dismantling construction method of immersed tunnel steel-pipe pile concrete wall by drilling and blasting

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002005600A (en) * 2000-05-18 2002-01-09 Yosho Cho Relaxed blasting method and structure of blasting mat
CN101900519A (en) * 2009-05-25 2010-12-01 同济大学 Bamboo-chip smooth wall protection blasting method for joint fissure mud rock slope
CN201764912U (en) * 2010-08-30 2011-03-16 中铁十九局集团第五工程有限公司 Vibration-isolating charging blasthole
CN202032958U (en) * 2011-03-23 2011-11-09 鞍钢集团矿业公司 Decoupling charge centering device for oblique blasthole
CN204009912U (en) * 2014-07-31 2014-12-10 山东华联矿业股份有限公司 Pre-control is pushed up the ore deposit afterwards filling mining sectional type blasting cartridge that paragraphs
CN105300203A (en) * 2015-10-22 2016-02-03 武汉大学 Outline blasting method used for rock foundation excavation
CN106638693A (en) * 2016-12-24 2017-05-10 广东宏大广航工程有限公司 Dismantling construction method of immersed tunnel steel-pipe pile concrete wall by drilling and blasting

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109269367A (en) * 2018-10-19 2019-01-25 洛阳理工学院 It is a kind of to exempt from punching construction method for reinforced concrete frame structure demolition blasting
CN109269367B (en) * 2018-10-19 2020-06-05 洛阳理工学院 Punching-free construction method for blasting demolition of reinforced concrete frame structure
CN109737844A (en) * 2019-03-20 2019-05-10 福建省新华都工程有限责任公司 A kind of mine blasthole explosive spacing installing mechanism

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