CN101943552A - Directional blasting structure for celebration - Google Patents
Directional blasting structure for celebration Download PDFInfo
- Publication number
- CN101943552A CN101943552A CN2010102597860A CN201010259786A CN101943552A CN 101943552 A CN101943552 A CN 101943552A CN 2010102597860 A CN2010102597860 A CN 2010102597860A CN 201010259786 A CN201010259786 A CN 201010259786A CN 101943552 A CN101943552 A CN 101943552A
- Authority
- CN
- China
- Prior art keywords
- explosive
- celebration
- directional blasting
- blasting structure
- conical pit
- 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
Links
Images
Abstract
The invention relates to a firework facility used in festivities such as celebration and the like, and provides a directional blasting structure for celebration, which is conveniently constructed and has a good visual effect. A conical pit with a circular upper part is dug at a soil blasting point; an explosive is arranged at the bottom of the conical pit; fine dry soil is arranged above the explosive; and a blasting machine is also arranged for blasting the explosive.
Description
Technical field
The present invention relates to the pyrotechnics facility that uses in the celebrations such as a kind of ceremony.
Background technology
At present, set off the ground explosions of uniformly-spaced delaying of adopting longer distance of large-scale ground breaking ceremony atmosphere by contrast more, but be subjected to factor affecting such as place and weather bigger, when the chance special circumstances must be carried out the ceremony explosion, must take numerous and diverse safeguard measure, bring great influence for construction and progress monitoring, and explosion time is difficult to reach the shock visual effect that native stone flies upward.There is following major defect in it: construct loaded down with trivial details, visual effect is not good.
Summary of the invention
The technical problem to be solved in the present invention is: the ceremony directional blasting structure that a kind of easy construction, good visual effect are provided.
Purpose of the present invention can reach by following measure: dig system top at the soil blasting point and be circular conical pit, be provided with explosive in described conical pit bottom, described explosive top is provided with thin dry ground, and other is provided with and ignites the trigger that described explosive is used.
The characteristics of technique scheme are: easy construction, the thin dry ground of the explosion time throwing that can make progress fully, form higher throwing face, and reach good visual effect.
Further: described thin dry ground upper surface is a dome.This feature helps described thin dry ground is reached better throwing effect.
Further: for the cartridge bag explosion time can form higher throwing face with the upwards throwing fully of described thin dry ground, the inventor is through repetition test, and determine taper explosion preferable being shaped as in hole: the top diameter of a circle is that 2.5m to 3.5m, the degree of depth are 1m to 2m.
Further: described explosive adopts flat cartridge bag, one by one, side by side, the compact conical pit bottom that is tiled in; Its TNT equivalent is 4.3-7kg.This is that inventor's repetition test draws, the balance preferred value between explosive effect and the consumption.
Further: also be provided with unsettled sky on described conical pit side and hang cartridge bag, to strengthen the auditory effect of explosion.
Further: described thin dry ground upper surface is provided with waterproof layers such as plastics, oilcloth, glass fabric.This feature can prevent to be soaked in water under the waterproof layer.
Description of drawings
The present invention is further detailed explanation below in conjunction with the drawings and specific embodiments:
Fig. 1 cheats the position schematic diagram for overlooking of the embodiment of the invention;
Fig. 2 is the orientation of the embodiment of the invention explosion hole schematic cross-section that disperses.
The specific embodiment
Known concrete structure and characteristic are no longer set forth at this in this programme.As depicted in figs. 1 and 2: the present embodiment design has eight explosion holes 1 of dispersing, and is two row, four of every row, and spacing is five meters between the hole, per four 1 in blast holes of dispersing are provided with one one kilogram sky extension dobie 2, two altogether.
The disperse main purpose of explosion of orientation is in order to set off opening ceremony atmosphere by contrast, to play up demolition effect, this just requires the shape in explosion hole will satisfy the throwing that the thin dry ground of filling can be made progress fully of cartridge bag explosion time, form higher throwing face, design explosion hole is shaped as: the upper circular diameter is that three meters, the degree of depth are 15 meter explosive funnel shape, adopt flat cartridge bag 3, with its one by one, side by side, the compact bottom, explosion hole that is tiled in, explosive payload is ten kilograms of No. two rock emulsion explosives; Adopt then and take from the thin dry ground 4 that is used for baking bricks that the shale brick field sieves through fragmentation and cover and bury, cover and bury the back and form a circular dome mound with mud; For preventing to rain, after flat cartridge bag 3 covers and buries, thin dry ground 4 is covered with colour bar cloth 5, on 5 of colour bar cloth, cover one deck earth again, enter in the explosion hole 1 of dispersing to prevent rainwater, do not influence the visual effect of burst region before detonating.
Blasting circuit is one of key link that guarantees directed disperse explosion and dobie vision, auditory effect.Its design principle is: practical reliable, accurate quick-fried, easy to operate, in order to be effective safely, satisfy the needs of job site.Present embodiment adopts the highest demolition blasting networking type of skill level, selects for use---and non-electric millisecond detonating networking, blasting circuit adopts half second delay Nonel detonator.The networking connects according to the networking design of each explosion is operated by accredited experienced dynamiter, and blasting engineering the technical staff check.
Above-described only is preferred implementation of the present invention; should be understood that; for a person skilled in the art; under the prerequisite that does not break away from structure of the present invention; can also make some distortion and improvement; these also should be considered as protection scope of the present invention, and these can not influence effect of the invention process and practical applicability.
Claims (7)
1. a directional blasting structure that is used for celebration comprises explosive and the trigger that is used to ignite described explosive, it is characterized in that: described explosive is located at the conical pit bottom, and described explosive top heap is filled out thin dry ground.
2. a kind of directional blasting structure that is used for celebration according to claim 1 is characterized in that: described conical pit top diameter of a circle is 2.5m to 3.5m, and the degree of depth of described conical pit is 1m to 2m.
3. a kind of directional blasting structure that is used for celebration according to claim 1 and 2 is characterized in that: described thin dry ground top is dome.
4. a kind of directional blasting structure that is used for celebration according to claim 3, it is characterized in that: the TNT equivalent of described explosive is 4.3-7kg.
5. a kind of directional blasting structure that is used for celebration according to claim 4, it is characterized in that: described explosive is a rock emulsion explosive.
6. a kind of directional blasting structure that is used for celebration according to claim 5 is characterized in that: the other blasting charge that is provided with empty extension of described conical pit.
7. a kind of directional blasting structure that is used for celebration according to claim 6 is characterized in that: described thin dry ground upper surface is provided with waterproof layers such as plastics, oilcloth, glass fabric.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010102597860A CN101943552A (en) | 2010-08-23 | 2010-08-23 | Directional blasting structure for celebration |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010102597860A CN101943552A (en) | 2010-08-23 | 2010-08-23 | Directional blasting structure for celebration |
Publications (1)
Publication Number | Publication Date |
---|---|
CN101943552A true CN101943552A (en) | 2011-01-12 |
Family
ID=43435672
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010102597860A Pending CN101943552A (en) | 2010-08-23 | 2010-08-23 | Directional blasting structure for celebration |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101943552A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1030473A (en) * | 1987-06-30 | 1989-01-18 | 王正基 | Large separation distance open-air type powder chamber blasting method |
US20070272110A1 (en) * | 2003-11-28 | 2007-11-29 | Orica Explosives Technology Pty Ltd. | Method of Blasting Multiple Layers or Levels of Rock |
CN201740477U (en) * | 2010-08-23 | 2011-02-09 | 重庆城建控股(集团)有限责任公司 | Directional blasting structure for celebration |
-
2010
- 2010-08-23 CN CN2010102597860A patent/CN101943552A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1030473A (en) * | 1987-06-30 | 1989-01-18 | 王正基 | Large separation distance open-air type powder chamber blasting method |
US20070272110A1 (en) * | 2003-11-28 | 2007-11-29 | Orica Explosives Technology Pty Ltd. | Method of Blasting Multiple Layers or Levels of Rock |
CN201740477U (en) * | 2010-08-23 | 2011-02-09 | 重庆城建控股(集团)有限责任公司 | Directional blasting structure for celebration |
Non-Patent Citations (1)
Title |
---|
王玉杰: "《爆破工程》", 30 September 2007, article "硐室爆破" * |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107063014B (en) | Slope method is cut in cutting shallow bore hole step control explosion under complex environment | |
CN103629980B (en) | Near existing line steep massif Loose Control Blasting construction method | |
CN101806066B (en) | Method for molding vertical wall of deep foundation pit | |
CN106677786B (en) | A kind of ultra-deep big cross section vertical shaft shaft formatting by one blasting method based on electric detonator | |
EP1687584A4 (en) | Method of blasting multiple layers or levels of rock | |
CN102809330B (en) | Large collapse rock blasting method under precise control of digital electronic detonators | |
CN101419041A (en) | Deep hole blasting process in frost weathering bedrock segment | |
CN106091848A (en) | A kind of realize overlength, high inclination-angle tunnel anchorage tops bar the method for explosion | |
CN112161538A (en) | Complex mining area environment control blasting method | |
RU2400702C1 (en) | Method for explosion of rocks with solid inclusions | |
CN109163630A (en) | A kind of loading method of Caving Method with Large Space mining deep hole water pressure blasting explosion | |
CN103347839B (en) | Rock and concrete disintegrating (removing-pulverize-division) system | |
CN106288989B (en) | A kind of blasting hole with water powder charge and obstruction method | |
CN104457466B (en) | A kind of blasting method of tunnel open excavation section | |
CN201740477U (en) | Directional blasting structure for celebration | |
CN103292648B (en) | Blasting cartridge type directional blasting process for chimneys of brick-concrete structures | |
CN102778183B (en) | Blast construction method | |
RU2408906C1 (en) | Method of reducing volcano dynamic effects on environment during eruption | |
CN101943552A (en) | Directional blasting structure for celebration | |
CN107339921A (en) | A kind of subway foundation pit blasting method | |
CN101709939B (en) | Initiation method of deep hole blasting for dismounting building | |
CN108005055B (en) | A kind of soft soil foundation burst point cavitation dynamic compaction method and its complexes | |
RU2286457C1 (en) | Pillar removal method | |
CN115307501A (en) | Blasting construction method for mountain earthwork | |
NO762410L (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C12 | Rejection of a patent application after its publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20110112 |