CN106596635A - Test pit for single-packet tests and stacking tests of explosives - Google Patents
Test pit for single-packet tests and stacking tests of explosives Download PDFInfo
- Publication number
- CN106596635A CN106596635A CN201611148273.6A CN201611148273A CN106596635A CN 106596635 A CN106596635 A CN 106596635A CN 201611148273 A CN201611148273 A CN 201611148273A CN 106596635 A CN106596635 A CN 106596635A
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- test
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N25/00—Investigating or analyzing materials by the use of thermal means
- G01N25/50—Investigating or analyzing materials by the use of thermal means by investigating flash-point; by investigating explosibility
- G01N25/54—Investigating or analyzing materials by the use of thermal means by investigating flash-point; by investigating explosibility by determining explosibility
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The invention discloses a test pit for single-packet tests and stacking tests of explosives. The test pit comprises a cylindrical pit body formed by pouring of reinforced concrete, a verification plate through hole for placement of a verification plate is formed in the bottom of the pit body, and pressure relief holes are distributed in the wall of the cylindrical pit body evenly. The test pit provides a powerful guarantee for carrying out the single-packet tests and the stacking tests of explosives, specified by the United Nations, on superficial underground in a sand sealing manner, and has the advantages of low production cost, high firmness and reusability.
Description
Technical field
The present invention relates to a kind of experimental rig, specifically a kind of examination tested for the single parcel post test of explosive and stacking
Test hole.
Background technology
The United Nations with regard to Dangerous Goods Transport recommendation test and manual of standards in Section 16.4 of Part I and 16.5
Section has respectively provided the side of single parcel post test [6 (a) of test] and the stacking test [6 (b) of test] classified to explosive
Method.Single parcel post is tested for determining explosive with the presence or absence of overall blast, and whether stacking is tested for determining blast from one
Parcel post travels to another parcel post or travels to another article from one without packing article.The requirement ratio of two test methods
It is relatively similar, require and close parcel post, specific way is that parcel post is placed on one block of checking steel plate of ground, best
Enclosure method is to fill soil or sand with the shapes and sizes container similar with parcel post, and the four of parcel post is closely placed on as far as possible
In week, the minimum thickness of encapsulation in each direction is made, for less than 0.15m3Parcel post be 0.5m, for more than 0.15m3Parcel post
For 1.0m.Other enclosure methods are surrounding and the tops that parcel post is placed on using the chest or sack of filling soil or sand, or
Using loose sand.
Cause the material or article in parcel post and do following observation：Fuel factor, to burst out effect, detonation, detonation or parcel post complete
The sign of portion's content blast.One section of safe waiting time of test mechanism regulation should be observed after initiation, and test should carry out three
It is secondary, unless occurred conclusive result (such as whole content blasts) when earlier.If the test number (TN) of suggestion is obtained
The result that can clearly can't make an explanation, then test number (TN) should be increased.
Single parcel post tests the method for [6 (a) of test] assessment result --- represents if there is the sign of overall blast
Product is contemplated that and puts 1.1 under, and this sign includes:A there is a hole in () testing ground；B the witness plate below () parcel post is damaged
It is bad；C () measures shock wave；(d) closed material division and four dissipates.As fruit product is put into 1.1, then need not be in addition
Do experiment again；The test of type 6 (b) should otherwise be carried out.
The method of stacking test [test 6 (b)] assessment result is --- more than one parcel post or without the built-in of packing article
Thing actually instantaneously explodes, then product should put 1.1 under.The sign that this thing happens includes：The one of (a) testing ground appearance
Individual hole is much greater than single parcel post or without what is occurred in packing article test；Witness plate damaged condition ratio below (b) parcel post
Single parcel post is much greater without the damage caused in packing article test；C () measures shock wave and substantially exceeds in single bag
Part or without measuring in packing article test；(d) closed material division and four dissipates terribly.Otherwise, class is then carried out
The test of type 6 (c).
In the underground superficial test closed using loose sand, a heatable adobe sleeping platform is typically dug, checking iron plate and sample are put into
In hole, filled with loose sand.But after off-test, heatable adobe sleeping platform due to explode impact, situations such as easily there is fragmentation and disintegrate, it is impossible to
Tested next time in original soil hole, heatable adobe sleeping platform is excavated again can expend very big human cost and time cost.
The content of the invention
The technical problem to be solved is to provide a kind of for the test of explosive single parcel post and stacking test
Test pit, to meet the United Nations with regard to Dangerous Goods Transport recommendation test and manual of standards in explosive is carried out it is single
Parcel post is tested and the operation of stacking test is required, it is ensured that the reusability of test pit, improves single parcel post test and stacking
The efficiency of test.
The present invention solves above-mentioned technical problem with following technical scheme：
A kind of test pit tested for the single parcel post test of explosive and stacking of the present invention, it is included by armored concrete
The tubular hole body for pouring, hole body bottom has witness plate to bore a hole and can place witness plate, is evenly equipped with the crater wall of tubular hole body
Relief hole.
The relief hole runs through the inside and outside wall of hole body, and circularizes distribution.
The relief hole is in frustum type, and the big one end in aperture is located at the internal wall in hole, and the little one end in aperture is located at the external wall in hole.
Tubular hole body is rounded or square.
The present invention compared with prior art, has the advantages that：
Meet the United Nations with regard to Dangerous Goods Transport recommendation test and manual of standards in explosive is carried out it is single
While the operation that parcel post is tested and stacking is tested is required, reinforced concrete structure is integrally adopted, it is durable.Hole body is using circle
Tubular is square, and the impact stress that blast is produced can be effectively dispersed in total, it is to avoid stress is piled up and damages hole
Body.The frustum type relief hole taken can ensure the integrality that hole body is kept while maximum pressure release, prevented also from outside mud
Sand pours in down a chimney internal to hole.Open bottom end is embedded in ground, and while ensureing that witness plate completely attaches to ground fixed hole is also played
The effect of body.Test pit of the present invention can be realized reusing, and facilitate excavation and the landfill of second trial, be greatly saved test
Human cost and time cost.
Description of the drawings
Fig. 1 is the structural representation of test pit of the present invention.
Fig. 2 is test pit of the present invention schematic diagram when in use.
Specific embodiment
Technical solution of the present invention is further described below in conjunction with the accompanying drawings：
As depicted in figs. 1 and 2, according to the sample size and sample volume in a period, rational design experiment hole
Size, it is ensured that sample is all around more than the numerical value of test determination when bottom is cheated with the closed thickness in top.According to design
Size digs out a circular pit-hole for being large enough to hold test pit on ground 6, and bottom soil compaction is simultaneously trimmed to level.By setting
Reinforcing bar and casting concrete shaping are assigned in meter requirement, build up tubular hole body 1, and the bottom of tubular hole body 1 is provided with witness plate perforation 3
(cheating body bottom end opening), for placing witness plate 4, in the crater wall of tubular hole body 1 relief hole 2 is evenly equipped with；Relief hole 2 is through hole
The inside and outside wall of body, and circularize distribution；Relief hole 2 is in frustum type, and the big one end in aperture is located at the internal wall in hole, the little one end in aperture
Positioned at the external wall in hole.
After circular pit body 1 is built up, cover in full hole body bottom end opening and extremely cheat body bottom concordantly and tamp.Along test pit
Cylindrical wall around cover in full and tamp, by test pit be completely enclosed within ground spill below 6, only it is near coal-mine.
Below test pit of the present invention is applied to into the single parcel post test of 10 cun of display shells, concrete operations are described as follows：
1. the checking steel plate 4 of one piece of 2m × 2m is layered on into test pit bottom, display shell sample 5 is put in into checking steel plate 4
(display shell sample volume is 0.18m for center3).Display shell has been plugged into ignition.
2. gradually loose sand is filled up into whole hole body and be more than 1m up to the upper thickness away from display shell sample.
3. display shell is lighted in Jing electronic ignitions, and records phenomenon.
4. test all digs out loose sand in test pit after finishing, the situation that observation hole bottom and witness plate are damaged, and prepares
Tested next time.
5. 10 cun of display shells are observed：The loose sand four of closing dissipates the severity splashed；Bottom steel plate is without substantially deformation；
There is not a hole in the bottom of test pit.According in recommendation test and manual of standards of the United Nations with regard to Dangerous Goods Transport
The decision method that Section 16.4 of Part I, 10 cun of display shells can be classified as explosive 1.1 for overall blast.
As needed, tubular hole of the present invention body 1 may be designed in square structure.
Claims (4)
1. it is a kind of to test the test pit tested with stacking for the single parcel post of explosive, it is characterised in that it includes being mixed by reinforcing bar
The tubular hole body that solidifying soil is poured, hole body bottom has witness plate to bore a hole and can place witness plate, in the crater wall of tubular hole body
It is furnished with relief hole.
2. the test pit of the single parcel post test of explosive and stacking test is used for according to claim 1, it is characterised in that institute
Inside and outside wall of the relief hole through hole body is stated, and circularizes distribution.
3. according to claim 1 or claim 2 to test the test pit tested with stacking for the single parcel post of explosive, its feature exists
In the relief hole is in frustum type, and the big side in aperture is located at the internal wall in hole, and the little one end in aperture is located at the external wall in hole.
4. according to claim 1 or claim 2 to test the test pit tested with stacking for the single parcel post of explosive, its feature exists
In tubular hole body is rounded or square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611148273.6A CN106596635A (en) | 2016-12-13 | 2016-12-13 | Test pit for single-packet tests and stacking tests of explosives |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611148273.6A CN106596635A (en) | 2016-12-13 | 2016-12-13 | Test pit for single-packet tests and stacking tests of explosives |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106596635A true CN106596635A (en) | 2017-04-26 |
Family
ID=58802057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611148273.6A Pending CN106596635A (en) | 2016-12-13 | 2016-12-13 | Test pit for single-packet tests and stacking tests of explosives |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106596635A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108801117A (en) * | 2018-07-31 | 2018-11-13 | 广西出入境检验检疫局危险品检测技术中心 | A kind of scale of depth for explosive single parcel post experiment and stacking experiment |
| CN109060881A (en) * | 2018-07-31 | 2018-12-21 | 广西出入境检验检疫局危险品检测技术中心 | A kind of test pit for explosive single parcel post test and stacking test |
| CN113189141A (en) * | 2021-04-21 | 2021-07-30 | 哈尔滨工业大学 | Shrinkage ratio experimental device for explosion damage of complex reinforced concrete structure |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102494991A (en) * | 2011-10-19 | 2012-06-13 | 中国石油化工股份有限公司 | Device for measuring explosion characteristic of fallen liquid, using method and application |
| CN204758586U (en) * | 2015-06-11 | 2015-11-11 | 中国人民解放军总参谋部工程兵科研三所 | Indoor explosion test device |
-
2016
- 2016-12-13 CN CN201611148273.6A patent/CN106596635A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102494991A (en) * | 2011-10-19 | 2012-06-13 | 中国石油化工股份有限公司 | Device for measuring explosion characteristic of fallen liquid, using method and application |
| CN204758586U (en) * | 2015-06-11 | 2015-11-11 | 中国人民解放军总参谋部工程兵科研三所 | Indoor explosion test device |
Non-Patent Citations (4)
| Title |
|---|
| 中华人民共和国国家监督检验检疫总局: "危险货物运输-爆炸品的认可和分项试验方法", 《GB/T 14372-2013》 * |
| 叶英: "《兵器工业科学技术辞典 引信》", 31 December 1991 * |
| 李香灿: "废钢铁爆破坑安全性的研究", 《工业安全与防尘》 * |
| 杨永昌: "爆炸硐室的技术设计", 《工业建筑》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108801117A (en) * | 2018-07-31 | 2018-11-13 | 广西出入境检验检疫局危险品检测技术中心 | A kind of scale of depth for explosive single parcel post experiment and stacking experiment |
| CN109060881A (en) * | 2018-07-31 | 2018-12-21 | 广西出入境检验检疫局危险品检测技术中心 | A kind of test pit for explosive single parcel post test and stacking test |
| CN109060881B (en) * | 2018-07-31 | 2021-11-05 | 南宁海关技术中心 | Test pit for explosive single package test and stacking test |
| CN108801117B (en) * | 2018-07-31 | 2024-02-23 | 南宁海关技术中心 | Depth scale for single explosive package test and stacking test |
| CN113189141A (en) * | 2021-04-21 | 2021-07-30 | 哈尔滨工业大学 | Shrinkage ratio experimental device for explosion damage of complex reinforced concrete structure |
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Application publication date: 20170426 |