CN201706988U - Annular energy cumulating groove type flat bottom blasting explosive bag - Google Patents
Annular energy cumulating groove type flat bottom blasting explosive bag Download PDFInfo
- Publication number
- CN201706988U CN201706988U CN2010201547658U CN201020154765U CN201706988U CN 201706988 U CN201706988 U CN 201706988U CN 2010201547658 U CN2010201547658 U CN 2010201547658U CN 201020154765 U CN201020154765 U CN 201020154765U CN 201706988 U CN201706988 U CN 201706988U
- Authority
- CN
- China
- Prior art keywords
- explosive
- blasting
- excavation
- cumulating
- annular
- 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 - Lifetime
Links
Images
Landscapes
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
Abstract
The utility model provides an annular energy cumulating groove type flat bottom blasting explosive bag and relates to a blasting charge structure. The bottom of a lower shell is provided with a protective plate, an annular energy cumulating explosive type shield is placed on the protective plate and filled with explosive that is provided with an upper shell; a detonator hole is arranged between the explosive and the upper shell. While blasting a rock soil protective layer for excavation, the energy cumulating blasting effect of the explosive is utilized to form a horizontal crevice surface, protect reserved bed rock and control the excavation quality of a basis horizontal foundation surface. Simultaneously, according to the blasting requirement of construction sites, with reference to geological conditions and in combination with blasting technology, and the interval of blast holes can be reasonably adjusted and arranged, thus achieving the effects of reducing the number of drill holes, improving the operation efficiency and reducing production cost. Generally, during the excavation process of rock soil horizontal foundation surface, a proper protective layer is reserved on the foundation surface. When the thickness of the protective layer is certain, the energy cumulating explosive bag arranged at the bottom of the hole can also be used as a detonating explosive bag directly.
Description
Technical field
The utility model relates to a kind of blast charging structure, mainly is used in the foundation level foundation plane excavation of ground blasting engineering, the flat explosion cartridge bag of a kind of annular cumulative grooved in the levelling of the land construction.
Background technology
In the modern project construction, very high requirement has been proposed foundation excavation.Different operating objects such as for example flat construction, slope construction, construction foundation working are when the job site is subjected to geological conditions, orographic condition constraint, in the time of must taking the blasting method construction.Out break, concussion of blasting that foundation plane is reserved protection, the control foundation plane physical dimension of basement rock may all be the different factors that influence explosion design, blasting construction process to influence of other structures or the like.Simultaneously, blasting boreholes equipment, drilling tool, big gun hole method for arranging, the super dark coefficient in big gun hole or the like all can influence the excavation quality of foundation plane.In slope construction, the foundation trench construction, can adopt this construction method of presplit blasting, basement rock is reserved in protection, controls the excavation quality of basic vertical plane.And in the Blasting Excavation on base water plane, be subjected to the restriction of rig, perforation facility, and making that the difficulty of horizontal direction boring is very big, efficient is not high yet.Control the excavation quality of horizontal foundation plane, the physical dimension that guarantees the excavation plane, protection reservation basement rock, all blasting scheme, blasting technology have been proposed very high requirement.When constructing all kinds of foundation level foundation plane with blasting method, be subjected to the influence of all kinds of factors such as rig, perforation drilling tool, big gun hole arrangement form, blasting method, blasting technology, orographic condition, construction cost, difficulty of construction is bigger.
Summary of the invention
Technical problem to be solved in the utility model provides the flat explosion cartridge bag of a kind of annular cumulative grooved, can adopt vertical drilling tool construction blasting hole, then with the blasting method all kinds of foundation level foundation planes of constructing.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: the flat explosion cartridge bag of a kind of annular cumulative grooved, the lower house bottom is provided with backplate, be placed with annular cumulative cavity liner on the backplate, be filled with explosive in the annular cumulative cavity liner, explosive is provided with upper shell, is provided with the detonator hole in the middle of explosive and the upper shell.
Described annular cumulative cavity liner is a steel, axial cross section be "〉＜" shape.
The flat explosion cartridge bag of a kind of annular cumulative grooved that the utility model provides, by adopting the annular cumulative cavity liner of steel, when detonator detonates in the cartridge bag central whole, high pressure, at a high speed, high-octane energy-gathering jetting will cut, the splitting rock mass, make rock mass produce the crack, the gases at high pressure that blast produces impel fracture propagation, extension, will reserve formation horizontal fracture face on the basement rock after the cartridge bag explosion.The cartridge bag of annular cumulative cavity liner is housed, promptly can forms horizontal foundation plane in flakes according to some big guns hole of explosion designing requirement setting.Wooden backplate faces down, and can normally lay this blast hole explosive according to the explosion design on the cumulative cartridge bag.
The beneficial effects of the utility model are can utilize the CUMULATIVE BLASTING effect of explosive to form the horizontal fracture face in ground protective layer Blasting Excavation, protection reservation basement rock, control foundation level foundation plane excavation quality.According to job site explosion requirement,, in conjunction with blasting technology, can rationally adjust, arrange borehole spacing simultaneously, reach the effect that reduces drilling hole amount, improves operating efficiency, reduces production costs with reference to geological conditions.The horizontal foundation plane excavation of ground, one remains with suitable protective layer on foundation plane in digging process, and under the certain situation of protective layer thickness, the cumulative cartridge bag that the hole base fabric is put also can directly use as igniting primer.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples: Fig. 1 is a structural representation of the present utility model; Fig. 2 is a vertical view of the present utility model.
The specific embodiment
In Fig. 1, Fig. 2, the flat explosion cartridge bag of a kind of annular cumulative grooved, lower house 5 bottoms are provided with backplate 6, be placed with annular cumulative cavity liner 4 on the backplate 6, be filled with explosive 1 in the annular cumulative cavity liner 4, explosive 1 is provided with upper shell 3, is provided with detonator hole 2 in the middle of explosive 1 and the upper shell 3.
Described annular cumulative cavity liner 4 is a steel, axial cross section be upper and lower end "〉of dwindling towards the centre＜" shape.
In the lower house 5 of plastic material, insert wooden backplate 6 earlier, put into the annular cumulative cavity liner 4 of steel again, in the formed cavity, put into the explosive 1 of explosion designing requirement, compacting, floating, the detonator hole 2 of placing detonator is reserved at explosive 1 center, build the upper shell 3 of plastic material, also leave detonator hole 2 on the upper shell 3, use adhesive tape that upper and lower casing parting place is sealed.
The job site is according to the explosion designing requirement, the finishing drilling big gun hole of acceptance(check).Detonator is embedded cartridge bag detonator hole 2, and one of the wooden backplate 6 of cartridge bag faces down, and sends into reposefully at the bottom of the hole, detonator is linked payment to a porter draw the aperture, can normally lay this blast hole explosive according to the explosion design on the horizontally disposed cartridge bag.Carry out the big gun hole plug according to explosion design or routine, bursting work is implemented in the explosion networking.When integral body is detonated, high pressure, at a high speed, high-octane energy-gathering jetting will cut, the splitting rock mass, make rock mass produce the crack, the gases at high pressure that blast produces impel fracture propagation, extension, will form the horizontal fracture face on the basement rock reserving after the cartridge bag explosion.
The horizontal foundation plane excavation of ground, one remains with suitable protective layer on foundation plane in digging process, and under the certain situation of protective layer thickness, the cumulative cartridge bag that the hole base fabric is put also can directly use as igniting primer.
Claims (2)
1. flat explosion cartridge bag of annular cumulative grooved, it is characterized in that: lower house (5) bottom is provided with backplate (6), be placed with annular energy gathering cap (4) on the backplate (6), be filled with explosive (1) in the annular energy gathering cap (4), explosive (1) is provided with upper shell (3), is provided with detonator hole (2) in the middle of explosive (1) and the upper shell (3).
2. the flat explosion cartridge bag of a kind of annular cumulative grooved according to claim 1, it is characterized in that: described annular energy gathering cap (4) is a steel, axial cross section is "＞＜" shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201547658U CN201706988U (en) | 2010-04-10 | 2010-04-10 | Annular energy cumulating groove type flat bottom blasting explosive bag |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201547658U CN201706988U (en) | 2010-04-10 | 2010-04-10 | Annular energy cumulating groove type flat bottom blasting explosive bag |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201706988U true CN201706988U (en) | 2011-01-12 |
Family
ID=43444151
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201547658U Expired - Lifetime CN201706988U (en) | 2010-04-10 | 2010-04-10 | Annular energy cumulating groove type flat bottom blasting explosive bag |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201706988U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103144205A (en) * | 2011-12-06 | 2013-06-12 | 兰州大学 | Circular disc for cutting concrete pipe |
| CN104142101A (en) * | 2014-07-21 | 2014-11-12 | 中钢集团马鞍山矿山研究院有限公司 | Explosive combination device for directionally cutting and blasting surface mine |
| CN106141319A (en) * | 2016-08-25 | 2016-11-23 | 南京理工大学 | A kind of portable rapid cutting device |
| CN106996718A (en) * | 2017-06-11 | 2017-08-01 | 贵州大学 | A kind of new downhole explosion Concentrated charge |
| CN107289829A (en) * | 2017-08-25 | 2017-10-24 | 辽宁工程技术大学 | A kind of ring plane jet jet cutter and its application method |
| CN108444352A (en) * | 2018-05-25 | 2018-08-24 | 惠州市兴鲁节能科技有限公司 | A kind of novel deep hole blasting charge constitution |
| CN108489349A (en) * | 2018-03-06 | 2018-09-04 | 安徽理工大学 | One kind orienting gas blast method based on the pretreated direct injection of cumulative |
| CN109870083A (en) * | 2019-04-23 | 2019-06-11 | 贵州大学 | A kind of method of coal and rock orientation long range anatonosis |
-
2010
- 2010-04-10 CN CN2010201547658U patent/CN201706988U/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103144205A (en) * | 2011-12-06 | 2013-06-12 | 兰州大学 | Circular disc for cutting concrete pipe |
| CN103144205B (en) * | 2011-12-06 | 2015-12-02 | 兰州大学 | Pipe of concrete cutting disc |
| CN104142101A (en) * | 2014-07-21 | 2014-11-12 | 中钢集团马鞍山矿山研究院有限公司 | Explosive combination device for directionally cutting and blasting surface mine |
| CN104142101B (en) * | 2014-07-21 | 2016-08-24 | 中钢集团马鞍山矿山研究院有限公司 | A kind of explosive composition device for surface mine directional cutting explosion |
| CN106141319A (en) * | 2016-08-25 | 2016-11-23 | 南京理工大学 | A kind of portable rapid cutting device |
| CN106141319B (en) * | 2016-08-25 | 2017-12-29 | 南京理工大学 | A kind of portable rapid cutting device |
| CN106996718A (en) * | 2017-06-11 | 2017-08-01 | 贵州大学 | A kind of new downhole explosion Concentrated charge |
| CN107289829A (en) * | 2017-08-25 | 2017-10-24 | 辽宁工程技术大学 | A kind of ring plane jet jet cutter and its application method |
| CN108489349A (en) * | 2018-03-06 | 2018-09-04 | 安徽理工大学 | One kind orienting gas blast method based on the pretreated direct injection of cumulative |
| CN108444352A (en) * | 2018-05-25 | 2018-08-24 | 惠州市兴鲁节能科技有限公司 | A kind of novel deep hole blasting charge constitution |
| CN109870083A (en) * | 2019-04-23 | 2019-06-11 | 贵州大学 | A kind of method of coal and rock orientation long range anatonosis |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201706988U (en) | Annular energy cumulating groove type flat bottom blasting explosive bag | |
| CN107764144B (en) | A kind of tunnel Millisecond Controlled Blasting method | |
| CN105571419B (en) | Blasting method capable of effectively reducing blasting boulder yield of surface mine | |
| CN103267455B (en) | Dam foundation one-step forming drilling blasting method by combining energy dissipation and energy collection of blast hole bottom | |
| CN101441055A (en) | Presplit blasting method | |
| CN108661643A (en) | It a kind of coal working face end adopts return channel and cuts top release shield lane method | |
| CN103206903B (en) | Hard roof directional pressure-bearing blasting control method | |
| CN103123247A (en) | Damping blasting method for steep dip small crossing angle layered surrounding rock small-distance tunnel excavation | |
| CN103968721B (en) | Hole bottom energy gathering and dissipating device suitable for inclined blast hole and capable of improving blasting excavation flatness of foundation surface | |
| CN101806066B (en) | Method for molding vertical wall of deep foundation pit | |
| CN108007285A (en) | A kind of stone head deep hole sublevel is segmented efficient Cut Blasting method | |
| CN103575172A (en) | Novel roadway blasting construction method | |
| CN103306679A (en) | '|'-shaped free surface holing one-step well completion technology | |
| CN103983147A (en) | Permafrost region road tunnel peripheral hole blasting construction method | |
| CN104697410B (en) | Be applicable to the Long-hole Bench Blasting method of the rich water environment dam foundation and the detachable apparatus for the method | |
| CN101876520A (en) | Segment pre-blasting technology for steeply dipping hard coal seam roof | |
| CN107478113A (en) | A kind of UHV transmission line stake well one-shot forming blasting method | |
| CN108374661A (en) | A kind of middle pilot shaft shaft formatting by one blasting method | |
| CN107762399A (en) | Explosion coordinates rotary drilling rig deep layer one-step pore-creating construction method | |
| CN110173238A (en) | The anti-reflection extraction of high seam three-dimensional roadway layout networking explosion thick gas method entirely | |
| CN110307762A (en) | A kind of courtyard quick well formation method based on deep hole hole by hole initiation technique | |
| CN107218862A (en) | A kind of underwater demolition cumulative bullet and distribution method | |
| CN104180733B (en) | Comprehensive shock absorption method for hard rock tunnel mixed blasting close to existing underground structure | |
| CN102620614B (en) | Cave depot is slagged tap the construction method of funnel | |
| CN103791786B (en) | Underground diaphragm wall bed rock grooving pre-splitting blasting method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110112 |
|
| CX01 | Expiry of patent term |