CN109506530A - A kind of opencut 24m High-bench blasting expands side structure and its side method is expanded in explosion - Google Patents

A kind of opencut 24m High-bench blasting expands side structure and its side method is expanded in explosion Download PDF

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Publication number
CN109506530A
CN109506530A CN201811568347.0A CN201811568347A CN109506530A CN 109506530 A CN109506530 A CN 109506530A CN 201811568347 A CN201811568347 A CN 201811568347A CN 109506530 A CN109506530 A CN 109506530A
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China
Prior art keywords
blasthole
opencut
blasting
hole
row
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Pending
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CN201811568347.0A
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Chinese (zh)
Inventor
刘占全
王德胜
宁辉栋
崔凤
徐晓东
郑建军
常建平
尹作明
黄大江
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Baotou Iron and Steel Group Co Ltd
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Baotou Iron and Steel Group Co Ltd
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Priority to CN201811568347.0A priority Critical patent/CN109506530A/en
Publication of CN109506530A publication Critical patent/CN109506530A/en
Pending legal-status Critical Current

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    • 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
    • F42D1/10Feeding explosives in granular or slurry form; Feeding explosives by pneumatic or hydraulic pressure
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D3/00Particular applications of blasting techniques
    • F42D3/04Particular applications of blasting techniques for rock blasting

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

The invention discloses a kind of opencut 24m High-bench blastings to expand side structure, and including normal step and and the 24m step of section, described to be provided with several blastholes that are triangularly arranged and on the 24m step of section, the array pitch of blasthole is 5.0-5.5m, pitch-row 15.0-16.0m;By being disposed with multiple-row blasting, air-spacer and ammonium nitrate-fuel oil mixture under upper in each blasthole, priming bomb is provided in the ammonium nitrate-fuel oil mixture, the priming bomb is equipped with plastic detonating tube detonator, and the payment to a porter of the plastic detonating tube detonator extends on the outside of blasthole.Also announce a kind of explosion expansion side method.The present invention can be improved the effective rate of utilization of the depth of blasthole, it reduces explosive detonation wave and crushes the energy consumed excessively to hole wall surrounding rock, extend the time that detonation gas acts on rock mass damage, the effective energy utilization rate and entirety expansion that explosive broken rock can be improved help efficiency, realize expansion side operation efficiently, safe.

Description

A kind of opencut 24m High-bench blasting expands side structure and its side method is expanded in explosion
Technical field
The present invention relates to engineering explosion field, especially a kind of opencut 24m High-bench blasting expands side structure and its explosion Expand side method.
Background technique
It when the interim Bang Pokuo circle operation of opencut, has faced conventional step and section is stacked, side slope is precipitous, and it is narrow to expand side place It is narrow, the unfavorable conditions of large-scale rotary drill, power shovel and the operation danger of Electric Motor Wheel mine car;Domestic conventional roller cone drilling machine is only furnished with double extension bars Bridge, maximum puncture depth be no more than 18.0m;The spaced loading of conventional step, air-spacer height are no more than 3m.It is outdoor The existing expansion side mode of mine is successively extended to the outside according to former step is horizontal, two-by-two and section or even multiple groups simultaneously section in face of early period Step when, tradition expands side method need to be in face of the unfavorable conditions such as steep slope surface, narrow space, large scale equipment operation danger;In addition, Successively expand side along former step, expansion side is inefficient, and work surface is more, and longitudinally superimposed, and up/down steps operational security is poor.It is domestic Conventional roller cone drilling machine matches the standby bar device of 2 multi packs, and every run of steel is 10m, deducts the height of drilling machine rack, maximum drilling depth No more than 19m.
Summary of the invention
In order to solve the above-mentioned technical problem, the object of the present invention is to provide a kind of opencut 24m High-bench blastings to expand side knot Side method is expanded in structure and its explosion.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
A kind of opencut 24m High-bench blasting expands side structure, including normal step and and the 24m step of section, it is described And several blastholes are provided on the 24m step of section, according to triangular arrangement on table top, the array pitch of blasthole is several blastholes 5.0-5.5m, pitch-row 15.0-16.0m, the blasthole than it is described and section 24m step ultra-deep 2.0-2.5m, i.e., the described big gun Hole depth is 26m-26.5m, and the diameter of the blasthole is 310mm;
By being disposed with multiple-row blasting, air-spacer and ammonium nitrate-fuel oil mixture, the ammonium oil under upper in each blasthole Priming bomb is provided in explosive, the priming bomb is equipped with plastic detonating tube detonator, and the payment to a porter of the plastic detonating tube detonator extends On the outside of to blasthole;
The height of the multiple-row blasting is that the height of air-spacer described in 6-8m is 5.0-8.0m.
Further, the height of the spacers is 5.0-7.0m.
Further, the height of the spacers is 7m.
Further, the height of the multiple-row blasting is 7m.
Further, the multiple-row blasting is landwaste powder.
Further, the priming bomb is equipped with 2 hair plastic detonating tube detonators.
A kind of opencut 24m High-bench blasting expansion side method, includes the following steps:
(1) first and section the quick-fried area of regional planning to be blasted, according to conditions such as lithology, engineering geology at the scene according to rule The technical parameter drawn arranges blasthole, by triangular arrangement blasthole, Hole pattern parameters: array pitch 5.0-5.5m, pitch-row 15-16m, the preceding artillery salvo Hole will be adjusted according to the practical bench crest situation in scene, and local protrusion portion position can increase auxiliary blasthole;
(2) blasthole ultra-deep is determined according to conditions such as lithology, the engineering geology for planning quick-fried area;
(3) on the drilling cramp of common domestic rotary drill plus for a drilling rod, in conjunction with two multi pack original on drilling machine for bridge It realizes 3 drilling rod perforation, meets the normal perforation requirement of 24m high step;With the domestic conventional roller cone drilling machine for improving standby bar mode According to live steel for shot figure, blasthole of giving a farfetched interpretation one by one to projected depth;
(4) blasthole accomplished fluently is measured, measures the actual depth of blasthole, checks whether there is water, if there is water, The depth of water in Accurate Determining hole, and carry out drainage of explosive hole;
(5) interval height of blasthole is determined according to the hole depth of measurement, wherein preceding round 4-5m, rear round 6-7m are counted simultaneously Calculate hole charge;
(6) with porous particulated ammonium oil explosive filling blasthole to design installation position of initiating bomb;
(7) priming bomb of 2 pieces of plastic detonating tube detonators of decentralization installation;
(8) porous particulated ammonium oil explosive is loaded to designing dose with explosive loading truck;
(9) by the blast hole loading structure of design, decentralization compressed air spacer to design position;
(10) blasthole is blocked to aperture Horizon with well cuttings;
(11) it designs according to initiation net by each blasthole line, detonation.
Opencut expand side during, with improve extension bar mode, when getting into drilling machine platform on original two sections drilling rod, I Carrying out connecing third piece-root grafting bar, we can then drill after having connect bar, have reached conventional roller cone drilling machine and section platform Drill 24m on face, major diameter of giving a farfetched interpretation ultra-deep blasthole, cooperates the big air-spacer Charge of blasthole, improves the depth of blasthole Effective rate of utilization reduces explosive detonation wave and crushes the energy consumed excessively to hole wall surrounding rock, extends detonation gas to rock mass The time of destruction, the effective energy utilization rate and whole expand that explosive broken rock can be improved are helped efficiency, are realized efficient, safety Expand side operation.
Compared with prior art, advantageous effects of the invention:
By executing above-mentioned technical proposal, the present invention has the advantage that (1) 24m high step compared with existing technology High density coefficient triangle cloth hole, msdelayed light emission detonation both saved convenient for being formed with the arc scope of freedom conducive to heel row shot hole blasting Explosive is saved, and shot rock fragmentation quality can be improved, reduces unqualified boulder yield, improves blasting output per meter hole, reduces whole perforation Quantity;(2) and section high step on, directly implement perforation, explosion and shovel shipment it is defeated, simplify opencut expand help work surface Quantity improves expansion side operating efficiency, reduces job platform auxiliary production (transport routes, high pressure stringing etc.) expense;(3) exist Direct operation and on the high step of section, avoids large-scale rotary drill, power shovel and mine car and makees on being layered narrow job platform Industry reduces influencing each other between longitudinal job platform, and operational security greatly improves;(4) state in the way of improving standby bar Producing conventional roller cone drilling machine realizes major diameter ultra-deep blasthole of giving a farfetched interpretation, and avoids and introduces the expensive dedicated ultra-deep drilling machine of import;(5) Carry out big air-spacer powder charge with the excellent ammonium nitrate-fuel oil mixture of detonation property, reduce single hole explosive payload, big air column it is compressible Property extend detonation gas to the action time of catalase, improve the capacity usage ratio of explosive broken rock, improve demolition effect, Reduce blasting cost.
Lay Importance on Practical of the present invention, principle is succinctly understandable, easy to operate.Especially there is significant effect in terms of enterprise's cost efficiency Fruit.The economic benefit for realizing 20,000,000 yuan of helper Cheng Jiangben of expansion or more leads non-coal strip mining transformation technical progress of industry, promotes dew Technical level is adopted, enterprise's new output value is pulled.
Detailed description of the invention
The invention will be further described for explanation with reference to the accompanying drawing.
Fig. 1 is the main view that opencut 24m High-bench blasting of the present invention expands side structure;
Fig. 2 is the filling structure schematic diagram of blasthole;
Description of symbols: the normal step of 1-;2- and section 24m step;3- blasthole;4- array pitch;5- pitch-row;6- blasthole Blocking;7- plastic detonating tube detonator;8- air-spacer;9- ammonium nitrate-fuel oil mixture;10- priming bomb;11- blasthole ultra-deep.
Specific embodiment
As illustrated in fig. 1 and 2, a kind of opencut 24m High-bench blasting expands side structure, including normal step 1 and and section 24m step 2, described to be provided with several blastholes 3 and on the 24m step of section, several blastholes 3 are on table top according to triangle Arrangement, the array pitch 4 of blasthole 3 are 5.0-5.5m, and pitch-row 5 is 15.0-16.0m, the blasthole 3 than it is described and the 24m step of section 2.0~2.5m of ultra-deep, i.e., described 3 depth of blasthole are 26m-26.5m, and the diameter of the blasthole 3 is 310mm;
It is described by being disposed with multiple-row blasting 6, air-spacer 8 and ammonium nitrate-fuel oil mixture 9 under upper in each blasthole 3 Priming bomb 10 is provided in ammonium nitrate-fuel oil mixture 9, the priming bomb 10 is equipped with 2 hair plastic detonating tube detonators 7, the plastic detonating tube thunder The payment to a porter of pipe 7 extends to 3 outside of blasthole;
In the present embodiment, the height of the multiple-row blasting 6 is 7m;The height of the multiple-row blasting is 7m.The blasthole is stifled Plug 6 is landwaste powder.Blasthole ultra-deep 11 is 2.5mm.
It is specific as follows that side method is expanded in explosion of the invention:
The present invention has arranged blasthole according to triangular design and on section step in opencut, and Hole pattern parameters are according to array pitch × hole Away from=(5.0-5.5) m × (15-16) m;It is given a farfetched interpretation 310mm large diameter, deep borehole with the conventional roller cone drilling machine for improving standby bar mode, blasthole After acceptance(check), upper air spacer powder charge is detonated after multiple-row blasting, line.Realize and section 24.0m high step On, high density coefficient cloth hole, conventional roller cone drilling machine give a farfetched interpretation superdeep holes, in hole big air-spacer powder charge complex art, realize Technical goal that is at low cost, expanding side blasting efficiency height and operation safety.
Expand side technology using above-mentioned opencut 24m High-bench blasting, includes the following steps:
(1) first and section the quick-fried area of regional planning to be blasted, according to conditions such as lithology, engineering geology at the scene according to rule The technical parameter drawn arranges blasthole.By triangular arrangement blasthole, Hole pattern parameters (array pitch × pitch-row=(5.0-5.5) m × (15- 16) m), front-seat blasthole will be adjusted according to the practical bench crest situation in scene, and local protrusion portion position can increase auxiliary blasthole;
(2) blasthole ultra-deep 11 is determined according to conditions such as lithology, the engineering geology for planning quick-fried area (medium hardness rock is with 2.0- 2.5m is advisable).
(3) on the drilling cramp of common domestic rotary drill plus for a drilling rod, in conjunction with two multi pack original on drilling machine for bridge It realizes 3 drilling rod perforation, meets the normal perforation requirement of 24m high step.With the domestic conventional roller cone drilling machine for improving standby bar mode According to live steel for shot figure, blasthole of giving a farfetched interpretation one by one to projected depth;
(4) blasthole accomplished fluently is measured, measures the actual depth of blasthole, checks whether there is water, if there is water, The depth of water in Accurate Determining hole, and carry out drainage of explosive hole;
(5) interval height (preceding round 4-5m, heel row 6-7m) of blasthole is determined according to the hole depth of measurement and calculates blasthole dress Dose;
(6) blasthole is loaded to design installation position of initiating bomb with porous particulated ammonium oil explosive 9;
(7) the 500g priming bomb 10 of 2 pieces of plastic detonating tube detonators 7 of decentralization installation;
(8) porous particulated ammonium oil explosive 9 is loaded to design dose with explosive loading truck;
(9) by the blast hole loading structure of design, decentralization compressed air spacer (8) to design position;
(10) well cuttings is used to block blasthole 3 to aperture Horizon as multiple-row blasting 6;
(11) it designs according to initiation net by each blasthole line, detonation.
Embodiment described above is only that preferred embodiment of the invention is described, and is not carried out to the scope of the present invention It limits, without departing from the spirit of the design of the present invention, those of ordinary skill in the art make technical solution of the present invention Various changes and improvements, should all fall into claims of the present invention determine protection scope in.

Claims (7)

1. a kind of opencut 24m High-bench blasting expands side structure, including normal step and and the 24m step of section, feature exist In described to be provided with several blastholes and on the 24m step of section, several blastholes are on table top according to triangular arrangement, big gun The array pitch in hole be 5.0-5.5m, pitch-row 15.0-16.0m, the blasthole than it is described and section 24m step ultra-deep 2.0- 2.5m, i.e., the described blast hole depth are 26m-26.5m, and the diameter of the blasthole is 310mm;
By being disposed with multiple-row blasting, air-spacer and ammonium nitrate-fuel oil mixture, the ammonium nitrate-fuel oil mixture under upper in each blasthole It is inside provided with priming bomb, the priming bomb is equipped with plastic detonating tube detonator, and the payment to a porter of the plastic detonating tube detonator extends to big gun On the outside of hole;
The height of the multiple-row blasting is 6-8m, and the height of the air-spacer is 5.0-8.0m.
2. opencut 24m High-bench blasting according to claim 1 expands side structure, which is characterized in that the airspace The height of device is 6.0-7.0m.
3. opencut 24m High-bench blasting according to claim 2 expands side structure, which is characterized in that the airspace The height of device is 7m.
4. opencut 24m High-bench blasting according to claim 1 expands side structure, which is characterized in that the multiple-row blasting Height be 7m.
5. opencut 24m High-bench blasting according to claim 1 expands side structure, which is characterized in that the multiple-row blasting For landwaste powder.
6. opencut 24m High-bench blasting according to claim 1 expands side structure, which is characterized in that the priming bomb dress There are 2 hair plastic detonating tube detonators.
7. opencut 24m High-bench blasting described in -6 any one expands side method according to claim 1, which is characterized in that packet Include following steps:
(1) first and section the quick-fried area of regional planning to be blasted, according to conditions such as lithology, engineering geology at the scene according to planning Technical parameter arranges blasthole, and by triangular arrangement blasthole, Hole pattern parameters: array pitch 5.0-5.5m, pitch-row 15-16m, front-seat blasthole are wanted It is adjusted according to the practical bench crest situation in scene, local protrusion portion position can increase auxiliary blasthole;
(2) blasthole ultra-deep is determined according to conditions such as lithology, the engineering geology for planning quick-fried area;
(3) on the drilling cramp of common domestic rotary drill plus for a drilling rod, 3 are realized for bridge in conjunction with two multi pack original on drilling machine The perforation of root drilling rod meets the normal perforation requirement of 24m high step;With the domestic conventional roller cone drilling machine of the standby bar mode of improvement according to existing Field steel for shot figure, blasthole of giving a farfetched interpretation one by one to projected depth;
(4) blasthole accomplished fluently is measured, measures the actual depth of blasthole, checks whether there is water, it is accurate if there is water The depth of water in hole is measured, and carries out drainage of explosive hole;
(5) interval height of blasthole is determined according to the hole depth of measurement, wherein preceding round 4-5m, rear round 6-7m, while calculating big gun Hole explosive payload;
(6) with porous particulated ammonium oil explosive filling blasthole to design installation position of initiating bomb;
(7) priming bomb of 2 pieces of plastic detonating tube detonators of decentralization installation;
(8) porous particulated ammonium oil explosive is loaded to designing dose with explosive loading truck;
(9) by the blast hole loading structure of design, decentralization compressed air spacer to design position;
(10) blasthole is blocked to aperture Horizon with well cuttings;
(11) it designs according to initiation net by each blasthole line, detonation.
CN201811568347.0A 2018-12-21 2018-12-21 A kind of opencut 24m High-bench blasting expands side structure and its side method is expanded in explosion Pending CN109506530A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110132080A (en) * 2019-06-19 2019-08-16 内蒙古科技大学 A kind of open-pit high bench In-hole short delay blasting method
CN110360907A (en) * 2019-07-31 2019-10-22 中冶集团资源开发有限公司 A kind of side slope step expansion side blasting method throughout broken jointed rock mass
CN110879028A (en) * 2019-11-05 2020-03-13 伊春鹿鸣矿业有限公司 Surface mine blasting technical method for preventing frozen layer from being massive
CN111307003A (en) * 2020-03-26 2020-06-19 包头钢铁(集团)有限责任公司 Strip mine 24m high step slope expanding blasting method
CN111397451A (en) * 2020-03-26 2020-07-10 包头钢铁(集团)有限责任公司 Strip mine high-step large-aperture buffer blasting method
CN114427814A (en) * 2022-01-28 2022-05-03 北京理工大学 Automatic arrangement method and system for blast holes and electronic equipment

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CN105651127A (en) * 2016-01-28 2016-06-08 中钢集团马鞍山矿山研究院有限公司 Charge system for advance rock breaking of surface mine
CN106895751A (en) * 2017-01-12 2017-06-27 中交公局第五工程有限公司 A kind of medium-length hole blasting calculating method
CN107957222A (en) * 2017-11-28 2018-04-24 武汉大学 Reduce blasthole spaced loading and the method for ignition of methods of blasting toes in open generation rate
CN209588865U (en) * 2018-12-21 2019-11-05 包头钢铁(集团)有限责任公司 A kind of opencut 24m High-bench blasting expansion side structure

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CN105135962A (en) * 2015-08-21 2015-12-09 西北矿冶研究院 Method for improving deep-hole step blasting quality of extremely hard rock
CN105651127A (en) * 2016-01-28 2016-06-08 中钢集团马鞍山矿山研究院有限公司 Charge system for advance rock breaking of surface mine
CN106895751A (en) * 2017-01-12 2017-06-27 中交公局第五工程有限公司 A kind of medium-length hole blasting calculating method
CN107957222A (en) * 2017-11-28 2018-04-24 武汉大学 Reduce blasthole spaced loading and the method for ignition of methods of blasting toes in open generation rate
CN209588865U (en) * 2018-12-21 2019-11-05 包头钢铁(集团)有限责任公司 A kind of opencut 24m High-bench blasting expansion side structure

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110132080A (en) * 2019-06-19 2019-08-16 内蒙古科技大学 A kind of open-pit high bench In-hole short delay blasting method
CN110132080B (en) * 2019-06-19 2022-04-26 内蒙古科技大学 High-step hole inner differential blasting method for strip mine
CN110360907A (en) * 2019-07-31 2019-10-22 中冶集团资源开发有限公司 A kind of side slope step expansion side blasting method throughout broken jointed rock mass
CN110879028A (en) * 2019-11-05 2020-03-13 伊春鹿鸣矿业有限公司 Surface mine blasting technical method for preventing frozen layer from being massive
CN111307003A (en) * 2020-03-26 2020-06-19 包头钢铁(集团)有限责任公司 Strip mine 24m high step slope expanding blasting method
CN111397451A (en) * 2020-03-26 2020-07-10 包头钢铁(集团)有限责任公司 Strip mine high-step large-aperture buffer blasting method
CN114427814A (en) * 2022-01-28 2022-05-03 北京理工大学 Automatic arrangement method and system for blast holes and electronic equipment
CN114427814B (en) * 2022-01-28 2022-10-14 北京理工大学 Automatic blast hole arrangement method and system and electronic equipment

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