CN109470091A - A kind of drilling pack for blasting engineering - Google Patents

A kind of drilling pack for blasting engineering Download PDF

Info

Publication number
CN109470091A
CN109470091A CN201811539550.5A CN201811539550A CN109470091A CN 109470091 A CN109470091 A CN 109470091A CN 201811539550 A CN201811539550 A CN 201811539550A CN 109470091 A CN109470091 A CN 109470091A
Authority
CN
China
Prior art keywords
drilling
drill pipe
pack
blasthole
explosive
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
CN201811539550.5A
Other languages
Chinese (zh)
Inventor
岳中文
宋晨哲
胡子杭
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 Beijing CUMTB
Original Assignee
China University of Mining and Technology Beijing CUMTB
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 Beijing CUMTB filed Critical China University of Mining and Technology Beijing CUMTB
Priority to CN201811539550.5A priority Critical patent/CN109470091A/en
Publication of CN109470091A publication Critical patent/CN109470091A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42BEXPLOSIVE CHARGES, e.g. FOR BLASTING, FIREWORKS, AMMUNITION
    • F42B39/00Packaging or storage of ammunition or explosive charges; Safety features thereof; Cartridge belts or bags
    • F42B39/02Cartridge bags; Bandoleers
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D3/00Particular applications of blasting techniques
    • F42D3/04Particular applications of blasting techniques for rock blasting

Abstract

The invention discloses a kind of drilling packs for blasting engineering, drill pipe including blasthole and in blasthole, the blasthole and drill pipe use seamless connectivity, and symmetrical two rows of apertures are disposed on the drill pipe, and small pitch of holes is set as 4-6 times of hole diameter;Explosive in the drill pipe is pasted with padding in blasthole opening, is laid with explosion-proof gasket above using the form of Uncoincided charge;The explosive is ignited using detonator.The present invention can effectively guide blasting direction in blasting process; accurately dredge explosion energy; effective demolition effect is caused to boring direction; effective protection is carried out to non-drilled direction simultaneously; it is provided simultaneously with easy to make; advantage low in cost can satisfy kinds of experiments requirement, have very big applicability.

Description

A kind of drilling pack for blasting engineering
Technical field
The present invention is applied to blasting engineering and demolition set technical field, and in particular to a kind of brill for blasting engineering Hole pack.
Background technique
As the basic demand of engineering explosion technology, the excavation of rock requires rock broken, throwing by design requirement, with shape The ground structures of Cheng Xin, and outside the rock mass range of engineering design, then destruction of the explosion to rock mass is avoided to the maximum extent And damage.Since last century, many countries have carried out a large number of experiments research to photoface exploision and presplit blasting in succession.Mesh Before, China is in excavation construction, and photoface exploision and presplit blasting are being popularized in an all-round way, gradually and at the construction party of standard Method.
Photoface exploision and presplit blasting are born in the pursuit of explosion people, grow up, is mature.Photoface exploision is excavated along design Intensive blasthole is laid on boundary, using Uncoincided charge or filling low-strength explosive, detonate after the explosion of the area Zhu Bao to be formed The bursting work of smooth outline excavation.Presplit blasting is to excavate boundary along design to arrange intensive blasthole, takes Uncoincided charge Or filling low-strength explosive, it detonates before the area Zhu Bao, so that precracking is formed between quick-fried area and reserved area, it is quick-fried to weaken master It breaks the destruction to reservation rock mass and forms the bursting work in planar profile face.Photoface exploision and presplit blasting are widely used in underground With oprn-work engineering.
In recent decades, China has carried out a large amount of reality to blast mechanism, charge constitution, blasting parameter of the explosion time difference etc. Research is tested, the photoface exploision medicine dedicated that low-density, explosion velocity are low, detonation is stable is had developed, to coupling charging and Uncoincided charge Condition has all done careful enough interior and field experiment research.But at present in engineer application, few explosive energy Enough reach the Smooth Blasting Effects of practical function, to find out its cause, there is also blastholes in addition to firing order and the time difference, problem of management Blast action directional problems, the explosive effect problem of explosion pack.
It is provided based on the above problem present in blasting engineering under present condition the present invention is directed to improve demolition effect A kind of drilling pack for blasting engineering.
Summary of the invention
The present invention is directed to improve demolition effect, the drilling pack that a kind of pair of rock carries out comminuted explosion is provided, is different from Previous segment algorithm, the present invention can effectively guide blasting direction, dredge explosion energy, cause to boring direction effective quick-fried Broken effect, while effective protection is carried out to non-drilled direction.
The technical solution adopted in the present invention is as follows:
A kind of drilling pack for blasting engineering, including blasthole, the drill pipe being arranged in blasthole, is placed in drill pipe Explosive, explosion-proof gasket, detonator and detonator, padding.
A kind of drilling pack, blasthole are got by drill bit, are located in explosion test specimen or working face, are adopted in laboratory It is bored with hand-held impact, desk-top drill carriage can be used in rock gangway.
A kind of drilling pack, drill pipe are different from joint-cutting pipe, need symmetrically to be drilled with 10-20 in drill pipe two sides The small bore that radius is about 1-3cm.
A kind of drilling pack, explosive use cylindric primacord, are placed in drill pipe, primacord diameter is less than Drill pipe, using the form of Uncoincided charge.
A kind of drilling pack is protected using explosion-proof gasket in the filling mouth of explosive, is prevented in blast process The destroying infection of middle explosive and detonator to remaining orientation.
The ignition of a kind of drilling pack, explosive is ignited using detonator, the extension split-phase of detonator and explosive Even, detonator is using detonator connection detonation.
A kind of drilling pack needs to carry out filling processing when arranging explosive, and padding can be used The forms such as plasticine, fine sand.
As a further improvement of the present invention and illustrate:
Preferably, seamless connectivity is used between the blasthole and drill pipe.
Preferably, the bradawl pitch of holes being arranged on drill pipe is 4-6 times of bradawl bore dia.
Preferably, air can be used between the explosive and drill pipe, remaining medium can also be used and be filled.
Preferably, the plasticine and fine sand as padding when need that bonding is fixed with glue.
Preferably, the explosion-proof gasket can be using the irony square plate equipped with drilling.
Preferably, it needs to fix using insulating tape between detonator and explosive.
Preferably, it in porous situation, needs to consider the problems of while detonating, two detonators is connected into the same thunder Pipe is ignited.
A kind of drilling pack of the present invention, using producible the utility model has the advantages that
A kind of drilling pack for blasting engineering can accurately hold explosion direction in blasting process, Explosion energy more accurately dredged, it is strong through effect to rock in practical application effect, through direction crackle is bright It is aobvious, explosive effect is significant, there is great directive significance to the bursting work in rock tunnel engineering;Drilling pack of the invention, system Facilitating, arrangement is simple, and it is low in cost, have the condition and value being widely popularized.
Detailed description of the invention
Fig. 1 is the boring procedure schematic diagram of the embodiment of the present invention;
Fig. 2 is the drilling effect display diagram of the embodiment of the present invention;
Fig. 3 is the explosive plane of arrangement figure of the embodiment of the present invention;
Fig. 4 is the explosive arrangement perspective view of the embodiment of the present invention;
Fig. 5 is the explosive arrangement details figure of the embodiment of the present invention;
Fig. 6 is the primary practical explosive effect figure of the embodiment of the present invention;
Fig. 7 is the primary practical explosive effect figure of the embodiment of the present invention.
Each number designation indicates in figure:
1, drill pipe, 2, small bore, 3, rock sample, 4, blasthole, 5, fine sand, 6, explosive, 7, plasticine, 8, explosion-proof pad Piece, 9, detonator a, 10, primacord, 11, detonator b.
Specific embodiment
Where further describing the technical solution and advantage of explosive of the present invention, it is described more fully below The content description of the embodiment of the present invention, the explosive represents in the accompanying drawings, it should be noted that described implementation Example is a part of the embodiment of the application, instead of all the embodiments.Based on the embodiment in the application, in the art general Other embodiments obtained belong to the model that the application protects to logical technical staff without making creative work It encloses.
One embodiment shown in -5 referring to Fig.1, for the drilling pack of blasting engineering, composition includes drill pipe 1, bradawl Hole 2, rock sample 3, blasthole 4, fine sand 5, explosive 6, plasticine 7, explosion-proof gasket 8, detonator a 9, detonator 10, detonator b 11.
Referring to Fig.1, shown content is display diagram of the drill pipe 1 before and after drilling, is embodied as in figure two brills up and down The schematic diagram of hole pipe 1, small bore 2 are processed using hand drill.
Referring to Fig. 2, shown content is the hole structure effect diagram of small bore 2, and small bore 2 of the invention is boring simultaneously The two sides symmetrical machining of hole pipe 1 is equipped with two row hole drillings altogether.
In the present embodiment, drill pipe 1 uses pvc pipe, outer diameter 12cm, length 100cm, the bradawl on drill pipe 1 2 diameter of hole is 1.5cm, and each number of rows amount is 13, and each small bore 2 is spaced about 4 times of 2 diameters of small bore.
It should be noted that Fig. 1 and small bore shown in Fig. 22 are amplified into processing for the ease of reader's understanding, with Convenient for seeing apparent to small bore 2 and its distribution.
Referring to Fig. 3-5, shown content is that explosive of the invention is arranged, the explosion rock sample 3 in the present embodiment Using the granite test specimen of 400*400*150 (cm), there are two the arrangements of blasthole 4, and two blastholes 4 are between left and right away from for 180cm, up and down It is centrally located.
In the present embodiment, the diameter of blasthole 4 is 12cm, identical as drill pipe 1, and nothing is used between blasthole 4 and drill pipe 1 Gap connection.
In the present embodiment, form of the explosive 6 using primacord, internal diameter of the diameter less than drill pipe 1 of explosive 6, the two Between can place filler, air dielectric is used in the present embodiment.
In the present embodiment, explosive can be in explosive 6 according to the difference for needing dosage every time using unified specification Upper a little fine sand 5 is padded in blasthole bottom before.
In the present embodiment, explosion-proof gasket 8 is set to intermediate on explosion-proof gasket 8 using the irony square sheets for being equipped with drilling Bore diameter be greater than explosive 6 diameter.
In the present embodiment, it in order to guarantee effective guiding of explosion gas, needs to carry out filling processing to each junction, To ensure to only have air between explosive 6 and drill pipe 1 to need the exit rubber in explosive 6 and drill pipe 1 as filler Mud 7 is bonded.
Further, it is the effective bonding for guaranteeing plasticine 7, needs to be bonded after pasting plasticine 7 with glue.
Further, it needs to be laid with one layer of fine sand 5 on the plasticine 7 of above-mentioned bonding, be then stained on fine sand 5 a little Glue.
Further, it needs to place explosion-proof gasket 8 on above-mentioned fine sand 5.
Further, need for explosion-proof gasket 8 to be fixed in blasthole 4, in the hole of explosion-proof gasket 8 insert fine sand 5 and The surface of gasket 8 is laid with one layer of fine sand 5, and a little glue is pasted on fine sand 5.
In the present embodiment, explosive 6 can expose a part after passing through explosion-proof gasket 8, connect detonator a 9 in the top of explosive 6, Detonator a 9 and explosive 6 are attached using insulating tape, and detonator 10 is connected with behind detonator a 9.
In the present embodiment, for the ease of detonating simultaneously, behind two detonator a 9, pass through detonator 10 and detonator b 11 be connected, detonation operation process in, detonating primer b 11 can simultaneously detonating primer a 9.
Further, detonator a 9 while ignition charge 6.
Referring to Fig. 6-7, a kind of drilling pack for blasting engineering has carried out many experiments, at random in the present embodiment Wherein quick-fried according to the facts test is shown twice for selection, and explosive effect is obvious.
It should be noted that based on above elaboration, only for drilling pipe diameter and length, bradawl bore dia and quantity, The description of blasthole position and quantity, the number of padding quantity cannot be interpreted as limitation of the present invention.
A kind of drilling pack for blasting engineering according to an embodiment of the present invention, described the above are to of the invention detailed Introduce, it is to be understood that be above it is illustrative, be not considered as limiting the invention, on this basis can be according to It makes having according to actual demand and targetedly adjust, to obtain different embodiments.

Claims (7)

1. a kind of drilling pack for blasting engineering, which is characterized in that pack composition includes: blasthole, is arranged in blasthole Explosive, explosion-proof gasket, detonator and detonator, padding in drill pipe, drill pipe.
2. a kind of drilling pack for blasting engineering according to claim 1, it is characterised in that blasthole and drill pipe without Gap connection.
3. a kind of drilling pack for blasting engineering according to claim 1, it is characterised in that be disposed on drill pipe Two rows of symmetrical small bores.
4. a kind of drilling pack for blasting engineering according to claim 3, it is characterised in that between each small bore Away from for 4-6 times of bradawl bore dia.
5. a kind of drilling pack for blasting engineering according to claim 1, it is characterised in that explosive and drill pipe it Between using not being of coupled connections.
6. a kind of drilling pack for blasting engineering according to claim 1, it is characterised in that viscous using explosion-proof gasket Knot is protected at blasthole mouth.
7. a kind of drilling pack for blasting engineering according to claim 1, it is characterised in that use rubber in junction The paddings such as skin mud, fine sand are clogged.
CN201811539550.5A 2018-12-17 2018-12-17 A kind of drilling pack for blasting engineering Pending CN109470091A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811539550.5A CN109470091A (en) 2018-12-17 2018-12-17 A kind of drilling pack for blasting engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811539550.5A CN109470091A (en) 2018-12-17 2018-12-17 A kind of drilling pack for blasting engineering

Publications (1)

Publication Number Publication Date
CN109470091A true CN109470091A (en) 2019-03-15

Family

ID=65675932

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811539550.5A Pending CN109470091A (en) 2018-12-17 2018-12-17 A kind of drilling pack for blasting engineering

Country Status (1)

Country Link
CN (1) CN109470091A (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA536595A (en) * 1957-01-29 B. Aitchison Robert Method of charging holes with explosives
US4165691A (en) * 1977-08-29 1979-08-28 Atlas Powder Company Delay detonator and its use with explosive packaged boosters and cartridges
EP0069817A2 (en) * 1981-07-15 1983-01-19 Arbed S.A. Bulk blasting
RU2234052C1 (en) * 2003-04-29 2004-08-10 ООО Научно-техническая фирма "ВЗРЫВТЕХНОЛОГИЯ" Method for blasting of deep-hole charges
CN102829677A (en) * 2012-06-15 2012-12-19 王树海 Water medium explosion technology
CN103774660A (en) * 2012-10-26 2014-05-07 兰州大学 Grouting anchoring tubular type anchor rod for circular shaped charge blasting hole
CN204574977U (en) * 2015-04-20 2015-08-19 兰州资源环境职业技术学院 A kind of deep hole blasting grouting for water blocking device
CN207066250U (en) * 2017-03-23 2018-03-02 中国科学技术大学 A kind of explosion switch based on multiaspect energy-gathering jetting
CN209416180U (en) * 2018-12-17 2019-09-20 中国矿业大学(北京) A kind of drilling pack for blasting engineering

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA536595A (en) * 1957-01-29 B. Aitchison Robert Method of charging holes with explosives
US4165691A (en) * 1977-08-29 1979-08-28 Atlas Powder Company Delay detonator and its use with explosive packaged boosters and cartridges
EP0069817A2 (en) * 1981-07-15 1983-01-19 Arbed S.A. Bulk blasting
RU2234052C1 (en) * 2003-04-29 2004-08-10 ООО Научно-техническая фирма "ВЗРЫВТЕХНОЛОГИЯ" Method for blasting of deep-hole charges
CN102829677A (en) * 2012-06-15 2012-12-19 王树海 Water medium explosion technology
CN103774660A (en) * 2012-10-26 2014-05-07 兰州大学 Grouting anchoring tubular type anchor rod for circular shaped charge blasting hole
CN204574977U (en) * 2015-04-20 2015-08-19 兰州资源环境职业技术学院 A kind of deep hole blasting grouting for water blocking device
CN207066250U (en) * 2017-03-23 2018-03-02 中国科学技术大学 A kind of explosion switch based on multiaspect energy-gathering jetting
CN209416180U (en) * 2018-12-17 2019-09-20 中国矿业大学(北京) A kind of drilling pack for blasting engineering

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
冯海生;曾令国;丁德馨;: "深孔分段爆破成井技术在南方某硬岩型铀矿山充填井掘进中的应用", 南华大学学报(自然科学版), no. 03, pages 18 - 22 *
杨国全;吴政江;: "花溪水库扩建工程泄洪隧洞水下岩塞爆破设计与施工", 贵州水力发电, no. 04, pages 64 - 66 *

Similar Documents

Publication Publication Date Title
CN105874299B (en) It is provided with the charge tube of air gap and the rock blasting construction method using this charge tube
CN102878876B (en) Mine roadway advancing and undermining method and main blasting parameters
CN107631669B (en) A kind of Cut Blasting optimum design method under large ground pressure
CN105333778A (en) Medium-deep hole large-section composite cut blasting structure and method
CN108007285A (en) A kind of stone head deep hole sublevel is segmented efficient Cut Blasting method
CN103499255A (en) Method for directional energy-gathered blasting of retaining wall with low damage
CN106677786B (en) A kind of ultra-deep big cross section vertical shaft shaft formatting by one blasting method based on electric detonator
CN109724484A (en) A kind of the undercut blast hole arragement construction and well completion method of blind courtyard simultaneous shaft sin king
CN110260735A (en) A kind of diamond shape major diameter emptying aperture burn cut structure and lane construction technique
CN109163630A (en) A kind of loading method of Caving Method with Large Space mining deep hole water pressure blasting explosion
CN108253849A (en) Coal petrography explosion pre-splitting method and device based on liquid explosives envelope note detonation in deep hole
CN113551571A (en) Underground tunneling blasting advanced wall protection and dust suppression method
CN209416180U (en) A kind of drilling pack for blasting engineering
CN104296609A (en) Different-hardness-degree rock stratum blasting control method used in deep-hole bench blasting
CN108362179A (en) A kind of energy saving cut shot method of star
CN209230424U (en) A kind of compound burn cut
CN109186390B (en) Open-air deep hole blasting water interval-coupled charging blasting method and special water column bag
CN107288606A (en) A kind of method of artificial construction hot dry rock heat reservori
CN110725685A (en) Hydraulic fracturing combined hydraulic blasting roadway large-footage tunneling method and fracturing device
CN106643355A (en) Forced roof caving method for hugely-thick hard roof in deep coal mine
CN213455181U (en) Shallow hole blasting air bag vibration reduction structure for bridge group pile foundation
CN107036495B (en) Hyperboloid of one sheet reaming chock blasting method from the bottom of one's heart
CN211824100U (en) Detonator detonation system for mixed use of detonators and detonator arrangement system for tunnel blasting
CN111219190B (en) Method for directional roof cutting by energy-gathered water pressure blasting
CN108061491A (en) A kind of Pile Diameter is the bridge cylinder pile foundation blasting method of 1.4-1.6m

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination