CN106013502B - Removable plate-hanging type blast wall - Google Patents
Removable plate-hanging type blast wall Download PDFInfo
- Publication number
- CN106013502B CN106013502B CN201610449115.8A CN201610449115A CN106013502B CN 106013502 B CN106013502 B CN 106013502B CN 201610449115 A CN201610449115 A CN 201610449115A CN 106013502 B CN106013502 B CN 106013502B
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- CN
- China
- Prior art keywords
- steel
- wall
- hanging plate
- explosion
- energy consumption
- 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.)
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- 238000005265 energy consumption Methods 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 44
- 239000010959 steel Substances 0.000 claims description 44
- 239000000835 fiber Substances 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 14
- 238000013016 damping Methods 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 6
- XSQUKJJJFZCRTK-UHFFFAOYSA-N Urea Chemical compound NC(N)=O XSQUKJJJFZCRTK-UHFFFAOYSA-N 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 3
- 241000973495 Odax pullus Species 0.000 claims description 3
- 239000004743 Polypropylene Substances 0.000 claims description 3
- 239000004372 Polyvinyl alcohol Substances 0.000 claims description 3
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 3
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 claims description 3
- MTAZNLWOLGHBHU-UHFFFAOYSA-N butadiene-styrene rubber Chemical compound C=CC=C.C=CC1=CC=CC=C1 MTAZNLWOLGHBHU-UHFFFAOYSA-N 0.000 claims description 3
- 239000004917 carbon fiber Substances 0.000 claims description 3
- 239000004927 clay Substances 0.000 claims description 3
- 239000000839 emulsion Substances 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 239000004816 latex Substances 0.000 claims description 3
- 229920000126 latex Polymers 0.000 claims description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 3
- -1 polypropylene Polymers 0.000 claims description 3
- 229920001155 polypropylene Polymers 0.000 claims description 3
- 229920002451 polyvinyl alcohol Polymers 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 229910052710 silicon Inorganic materials 0.000 claims description 3
- 239000010703 silicon Substances 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 235000013877 carbamide Nutrition 0.000 claims description 2
- 239000004202 carbamide Substances 0.000 claims description 2
- 239000003973 paint Substances 0.000 claims description 2
- 229920000642 polymer Polymers 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 239000007921 spray Substances 0.000 claims description 2
- 239000010920 waste tyre Substances 0.000 claims description 2
- 210000001015 abdomen Anatomy 0.000 claims 1
- 239000002956 ash Substances 0.000 claims 1
- 239000010883 coal ash Substances 0.000 claims 1
- 239000002131 composite material Substances 0.000 claims 1
- 229920001971 elastomer Polymers 0.000 claims 1
- 229920002521 macromolecule Polymers 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 238000004880 explosion Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Paints Or Removers (AREA)
- Finishing Walls (AREA)
Abstract
The present invention provides a kind of removable plate-hanging type blast walls, are high-strength explosion-proof wall carrying on the back quick-fried side, and overhanging arm is reinforced in top setting above and below high-strength explosion-proof wall, are reinforcing that hanging plate mounting rack is respectively set between overhanging arm up and down；It is removable large deformation energy consumption hanging plate meeting quick-fried side, removable large deformation energy consumption hanging plate is connect with hanging plate mounting rack, and connection type is preferentially connected by screw bolts.That the beneficial effects of the invention are as follows antiknock abilities is strong, deformability is big, anti-crack ability is high, light-weight, absorbs explosion impact energy to greatest extent, explosion-proof effect is good, can significantly control explosion disaster；And meeting quick-fried side can change, and wall, which can be repeated several times, to be used, and utilization rate is high, economic benefit and obvious environment benefit.
Description
Technical field
The present invention relates to preventing or reducing impact to guarantee to generate the protective device destroyed to structure, belong to Structural Engineering neck
Domain, more particularly to a kind of removable plate-hanging type blast wall.
Background technique
The products such as all kinds of inflammable and explosive petrochemical industries cause huge casualties and economic damage due to explosion often
It loses, in order to control loss caused by fire and explosion to the maximum extent, it is necessary to develop the good explosion-proof cabin of explosion-proof effect.
Summary of the invention
It is an object of the invention to blast wall ruptured under Blast Loads and caused by secondary destruction, to greatest extent
Ground promotes antiknock ability, deformability and the anti-crack ability of blast wall, significantly reduces explosion disaster.
To achieve the goals above, the technical solution adopted by the present invention are as follows:
Removable plate-hanging type blast wall, including high-strength explosion-proof wall, removable large deformation energy consumption hanging plate, hanging plate mounting rack and add
Strong overhanging arm, it is characterised in that: quick-fried side is being carried on the back as high-strength explosion-proof wall, overhanging arm is reinforced in top setting above and below high-strength explosion-proof wall,
Reinforcing that hanging plate mounting rack is respectively set between overhanging arm up and down；It is removable large deformation energy consumption hanging plate meeting quick-fried side, it is removable
Large deformation energy consumption hanging plate is connect with hanging plate mounting rack, and connection type is connected by screw bolts.
High-strength explosion-proof wall adds type steel skeleton on the basis of wall normal arrangement of reinforcement using steel performance,
Type steel skeleton uses I-steel, and I-steel web is vertical with wall plane, and center is overlapped with wall central plane, and is uniformly distributed；It is mixed
The high-strength anti-crack concrete of solidifying soil grade, concrete grade is C30 ~ C50, and adds fiber, and fiber selects steel fibre, carbon fiber
Dimension, glass fibre, polypropylene fibre, fiber volume rate selection 1% ~ 2%；It is anti-that spray on polymer is distinguished inside and outside wall
Quick-fried anticracking coating, antiknock anticracking coating select carbamide paint.
It is light-duty corrugated sheet steel inside and outside removable large deformation energy consumption hanging plate, light-duty corrugated sheet steel uses sine bellows steel
Plate, the interior light-duty corrugated sheet steel in outside is symmetrical with mid-plane, and the wave crest of the interior light-duty corrugated sheet steel in outside is opposite with wave crest, trough
It is opposite with trough, form several big section energy consumption areas and small bore deformed area；In big section energy consumption area and small bore deformed area
Down with arrange and alternate；It is internal light filling high damping material, lightweight high resistant between the interior light-duty corrugated sheet steel in outside
Damping material uses lightweight high spin system, and concrete grade uses C30 ~ C50；Green bone is replaced using aglite equal proportion
Material；Aglite uses volcanic rock lightweight aggregate, shale lightweight aggregate, clay lightweight aggregate, pulverized-fuel-ash aggregate；IR fiber is using useless
Tyre production is abandoned to be made；Damping material is one or more using polyvinyl alcohol, poly- acrylic emulsion, butadiene-styrene latex or silicon ash.
Reinforce overhanging arm and use steel performance, using I-steel as skeleton, and within the walls with high-strength explosion-proof
I-steel corresponds, and using welded connecting；Concrete grade is not less than the concrete grade of high-strength explosion-proof wall.
The beneficial effects of the present invention are: antiknock ability is strong, deformability is big, anti-crack ability is high, it is light-weight, to greatest extent
Explosion impact energy is absorbed, explosion-proof effect is good, can significantly control explosion disaster；And meeting quick-fried side can change, and wall can be more than enough
Secondary repetition can be used, and utilization rate is high, economic benefit and obvious environment benefit.
Detailed description of the invention
The removable plate-hanging type blast wall in the present invention is described further with reference to the accompanying drawing:
Fig. 1 is the removable plate-hanging type blast wall schematic cross-sectional view of the present invention；
Fig. 2 is high-strength explosion-proof wall level cross-sectionn schematic diagram；
Fig. 3 is removable large deformation energy consumption hanging plate vertical cross-section schematic diagram；
In figure: 1 is high-strength explosion-proof wall；2 be removable large deformation energy consumption hanging plate；3 be hanging plate mounting rack；4 is overhanging to reinforce
Arm.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but
They cannot be interpreted as limiting the scope of the present invention.
A kind of removable plate-hanging type blast wall, as shown in Fig. 1 ~ Fig. 3, including high-strength explosion-proof wall 1, removable large deformation energy consumption
Hanging plate 2, hanging plate mounting rack 3 and reinforcement overhanging arm 4, are high-strength explosion-proof wall 1 carrying on the back quick-fried side, set on about 1 top of high-strength explosion-proof wall
It sets and reinforces overhanging arm 4, reinforcing that hanging plate mounting rack 3 is respectively set between overhanging arm 4 up and down；It is removable large deformation meeting quick-fried side
Consume energy hanging plate 2, and removable large deformation energy consumption hanging plate 2 is connect with hanging plate mounting rack 3, and connection type is preferentially connected by screw bolts.
High-strength explosion-proof wall 1 preferentially adds fashioned iron on the basis of wall normal arrangement of reinforcement using steel performance
Skeleton, type steel skeleton preferentially use I-steel, and I-steel web is vertical with wall plane, and center is overlapped with wall central plane, and excellent
First it is uniformly distributed；Concrete grade uses C30 ~ C50, and adds fiber, and fiber preferentially selects steel fibre, carbon fiber, glass fibers
Dimension, polypropylene fibre, fiber volume rate preferentially select 1% ~ 2%.
It is light-duty corrugated sheet steel 2-1 inside and outside removable large deformation energy consumption hanging plate 2, light-duty corrugated sheet steel 2-1 is preferentially adopted
With sine bellows steel plate, the interior light-duty corrugated sheet steel 2-1 in outside is symmetrical with mid-plane, the interior light-duty corrugated sheet steel 2-1's in outside
Wave crest is opposite with wave crest, and trough is opposite with trough, forms several big section energy consumptions area 2-2 and small bore deformed area 2-3；It is big to cut
Face energy consumption area 2-2 and small bore deformed area 2-3 or more with arrange and alternate；Between the interior light-duty corrugated sheet steel 2-1 in outside
For internal light filling high damping material, lightweight high damping material preferentially uses lightweight high spin system, and concrete grade is adopted
With C30 ~ C50；Green bone material is replaced using aglite equal proportion；Aglite preferentially uses the light bone of volcanic rock lightweight aggregate, shale
Material, clay lightweight aggregate, pulverized-fuel-ash aggregate；Every cubic meter of concrete addition IR fiber 0.5kg ~ 3kg, IR fiber diameter 1 ~
3mm, length are 10 ~ 50mm, and IR fiber is preferentially processed into using waste tire；Damping material preferentially use polyvinyl alcohol,
Poly- acrylic emulsion, butadiene-styrene latex or silicon ash it is one or more, volume ratio is 2 ~ 10%.
Reinforce overhanging arm 4 preferentially use steel performance, preferentially using I-steel as skeleton, and with it is high-strength
I-steel corresponds in blast wall 1, and preferentially using welded connecting；Concrete grade is not less than the coagulation of high-strength explosion-proof wall 1
Native grade.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (2)
1. removable plate-hanging type blast wall, including high-strength explosion-proof wall, removable large deformation energy consumption hanging plate, hanging plate mounting rack and reinforcement
Overhanging arm, it is characterised in that: quick-fried side is being carried on the back as high-strength explosion-proof wall, overhanging arm is reinforced in top setting above and below high-strength explosion-proof wall,
Reinforce that hanging plate mounting rack is respectively set between overhanging arm up and down；It is removable large deformation energy consumption hanging plate meeting quick-fried side, it is removable big
Deformation energy consumption hanging plate is connect with hanging plate mounting rack, and connection type is connected by screw bolts；The high-strength explosion-proof wall is using steel and mixes
Solidifying soil composite structure adds type steel skeleton on the basis of wall normal arrangement of reinforcement, and type steel skeleton uses I-steel, I-steel abdomen
Plate is vertical with wall plane, and center is overlapped with wall central plane, and is uniformly distributed；Concrete grade is high-strength anti-crack concrete,
Concrete grade is C30 ~ C50, and adds fiber, and fiber selects steel fibre, carbon fiber, glass fibre or polypropylene fibre, fine
Tie up volume fraction selection 1% ~ 2%；Spray on polymer antiknock anticracking coating, macromolecule antiknock anticracking are distinguished inside and outside wall
Coating selects carbamide paint；It is light-duty corrugated sheet steel inside and outside the removable large deformation energy consumption hanging plate, light-duty waveform steel
Plate uses sine bellows steel plate, and the interior light-duty corrugated sheet steel in outside is symmetrical with mid-plane, the wave of the interior light-duty corrugated sheet steel in outside
Peak is opposite with wave crest, and trough is opposite with trough, forms several big section energy consumption areas and small bore deformed area；Big section energy consumption area
It uniformly arranges and alternates up and down with small bore deformed area；It is internal light filling high resistant between the interior light-duty corrugated sheet steel in outside
Damping material, lightweight high damping material use lightweight high spin system, and concrete grade uses C30 ~ C50；Using aglite
Equal proportion replaces green bone material；Aglite uses volcanic rock lightweight aggregate, shale lightweight aggregate, clay lightweight aggregate or light coal ash bone
Material；Every cubic meter of concrete adds IR fiber 0.5kg ~ 3kg, IR fiber 1 ~ 3mm of diameter, and length is 10 ~ 50mm, and rubber is fine
Dimension is processed into using waste tire；Damping material uses one kind or more of polyvinyl alcohol, poly- acrylic emulsion, butadiene-styrene latex or silicon ash
Kind, volume ratio is 2 ~ 10%.
2. removable plate-hanging type blast wall according to claim 1, it is characterised in that: the reinforcement overhanging arm using steel with
Concrete combined structure, using I-steel as skeleton, and I-steel corresponds within the walls with high-strength explosion-proof, and is connected using welding
It connects；Concrete grade is not less than the concrete grade of high-strength explosion-proof wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449115.8A CN106013502B (en) | 2016-06-21 | 2016-06-21 | Removable plate-hanging type blast wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449115.8A CN106013502B (en) | 2016-06-21 | 2016-06-21 | Removable plate-hanging type blast wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106013502A CN106013502A (en) | 2016-10-12 |
| CN106013502B true CN106013502B (en) | 2019-02-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610449115.8A Active CN106013502B (en) | 2016-06-21 | 2016-06-21 | Removable plate-hanging type blast wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN106013502B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759901B (en) * | 2017-03-06 | 2022-07-15 | 精工工业建筑***有限公司 | Collapsible energy-absorbing explosion-venting wall frame |
| CN107060364B (en) * | 2017-05-03 | 2019-06-28 | 北京建筑大学 | A kind of masonry wall wall antiknock ruggedized construction |
| CN108222629B (en) * | 2018-01-04 | 2020-05-05 | 东南大学 | Anti-explosion and anti-impact protective wall and preparation method thereof |
| CN108978930B (en) * | 2018-08-20 | 2020-08-11 | 中石化上海工程有限公司 | Structural design method of profiled steel sheet for explosion-proof wall/explosion-proof plate |
| CN109025453A (en) * | 2018-10-10 | 2018-12-18 | 江苏东南结构防灾工程有限公司 | Underground space toughness people's air defense explosion resistant structure |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201972260U (en) * | 2010-12-10 | 2011-09-14 | 同济大学 | Novel bulletproof and explosionproof plate for buildings |
| CN102359205A (en) * | 2011-09-22 | 2012-02-22 | 江苏省交通科学研究院股份有限公司 | Corrugated steel plate aseismic shear wall |
| CN103981962A (en) * | 2014-05-26 | 2014-08-13 | 湖南大学 | High-performance bionic blast wall |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101408043A (en) * | 2008-10-21 | 2009-04-15 | 平顶山市恒鑫丰玻璃有限责任公司 | Bidirectional fire-proof and exposition-proof transparent barrier |
| US20100325972A1 (en) * | 2009-06-25 | 2010-12-30 | Stalwart Built Homes | Anti-termite infiltration system |
| CN201512873U (en) * | 2009-09-15 | 2010-06-23 | 中国石油化工集团公司 | Antiknock wall body combined by profiled steel sheet and concrete |
| CN102776964A (en) * | 2012-08-15 | 2012-11-14 | 新乡克瑞重型机械科技股份有限公司 | Reusable anti-explosion wall and skeleton thereof |
| CN103628583B (en) * | 2013-11-12 | 2016-04-20 | 中国人民解放军空军工程大学 | A kind of assembling type mobile blast wall |
| CN104863289B (en) * | 2015-04-28 | 2017-05-10 | 中机国能电力工程有限公司 | Pressure-relief type anti-explosion wall structure |
| CN206220291U (en) * | 2016-06-21 | 2017-06-06 | 沈阳建筑大学 | A kind of dismantled and assembled plate-hanging type blast wall |
-
2016
- 2016-06-21 CN CN201610449115.8A patent/CN106013502B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201972260U (en) * | 2010-12-10 | 2011-09-14 | 同济大学 | Novel bulletproof and explosionproof plate for buildings |
| CN102359205A (en) * | 2011-09-22 | 2012-02-22 | 江苏省交通科学研究院股份有限公司 | Corrugated steel plate aseismic shear wall |
| CN103981962A (en) * | 2014-05-26 | 2014-08-13 | 湖南大学 | High-performance bionic blast wall |
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| Publication number | Publication date |
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| CN106013502A (en) | 2016-10-12 |
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Address after: 215500 5th floor, building 4, 68 Lianfeng Road, Changfu street, Changshu City, Suzhou City, Jiangsu Province Patentee after: Changshu intellectual property operation center Co.,Ltd. Address before: No.13 caodang Road, Changshu City, Suzhou City, Jiangsu Province Patentee before: Changshu intellectual property operation center Co.,Ltd. |
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Effective date of registration: 20210608 Address after: 215500 No.19, South renyanghuan Road, Zhitang Town, Changshu City, Suzhou City, Jiangsu Province Patentee after: Changshu Changsheng new building materials Co.,Ltd. Address before: 215500 5th floor, building 4, 68 Lianfeng Road, Changfu street, Changshu City, Suzhou City, Jiangsu Province Patentee before: Changshu intellectual property operation center Co.,Ltd. |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
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Denomination of invention: Removable hanging plate explosion-proof wall Effective date of registration: 20230628 Granted publication date: 20190212 Pledgee: Bank of Communications Co.,Ltd. Changshu Branch Pledgor: Changshu Changsheng new building materials Co.,Ltd. Registration number: Y2023980045649 |
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Date of cancellation: 20230817 Granted publication date: 20190212 Pledgee: Bank of Communications Co.,Ltd. Changshu Branch Pledgor: Changshu Changsheng new building materials Co.,Ltd. Registration number: Y2023980045649 |
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Denomination of invention: Removable hanging plate explosion-proof wall Effective date of registration: 20230922 Granted publication date: 20190212 Pledgee: Bank of Communications Co.,Ltd. Changshu Branch Pledgor: Changshu Changsheng new building materials Co.,Ltd. Registration number: Y2023980057813 |