CN206220291U - A kind of dismantled and assembled plate-hanging type blast wall - Google Patents
A kind of dismantled and assembled plate-hanging type blast wall Download PDFInfo
- Publication number
- CN206220291U CN206220291U CN201620612952.3U CN201620612952U CN206220291U CN 206220291 U CN206220291 U CN 206220291U CN 201620612952 U CN201620612952 U CN 201620612952U CN 206220291 U CN206220291 U CN 206220291U
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- dismantled
- steel
- wall
- explosion
- hanging plate
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Abstract
The utility model provides a kind of dismantled and assembled plate-hanging type blast wall, is high-strength explosion-proof wall quick-fried side is carried on the back, and is set on the upper and lower top of high-strength explosion-proof wall and strengthens overhanging arm, and hanging plate mounting bracket is respectively provided between overhanging arm is strengthened up and down；It is dismantled and assembled large deformation power consumption hanging plate quick-fried side is met, dismantled and assembled large deformation power consumption hanging plate is connected with hanging plate mounting bracket, and connected mode is preferentially connected by screw bolts.The beneficial effects of the utility model are that antiknock ability is strong, deformability is big, anti-crack ability is high, lightweight, and explosion impact energy is absorbed to greatest extent, and explosion-proof effect is good, can significantly control explosion disaster；And meeting quick-fried side snap can be changed, and wall can be repeated several times can be used, and utilization rate is high, economic benefit and obvious environment benefit.
Description
Technical field
The utility model is related to prevent or reduce the protector that impact ensures to destroy structure generation, belongs to Structural Engineering
Field, more particularly to a kind of dismantled and assembled plate-hanging type blast wall.
Background technology
The products such as all kinds of inflammable and explosive petrochemical industries, cause huge casualties and economic damage due to blast often
Lose, for the loss for controlling fire to be caused with blast to greatest extent, it is necessary to develop the good explosion-proof cabin of explosion-proof effect.
The content of the invention
The purpose of this utility model is the secondary destruction that blast wall ruptures and causes under Blast Loads, maximum limit
Degree ground lifts antiknock ability, deformability and the anti-crack ability of blast wall, significantly reduces explosion disaster.
To achieve these goals, the technical solution adopted in the utility model is：
Dismantled and assembled plate-hanging type blast wall, including high-strength explosion-proof wall, dismantled and assembled large deformation power consumption hanging plate, hanging plate mounting bracket and add
Strong overhanging arm, is high-strength explosion-proof wall quick-fried side is carried on the back, and is set on the upper and lower top of high-strength explosion-proof wall and strengthens overhanging arm, is being strengthened up and down
Hanging plate mounting bracket is respectively provided between overhanging arm；It is dismantled and assembled large deformation power consumption hanging plate, dismantled and assembled large deformation power consumption quick-fried side is met
Hanging plate is connected with hanging plate mounting bracket, and connected mode is preferentially connected by screw bolts.
High-strength explosion-proof wall preferentially uses steel performance, on the basis of the normal arrangement of reinforcement of wall, sets up shaped steel
Skeleton, type steel skeleton preferentially uses I-steel, and I-steel web is vertical with wall plane, and center overlaps with wall central plane, and excellent
First it is uniformly distributed；Concrete grade uses C30 ~ C50, and adds fiber, fiber prioritizing selection steel fibre, carbon fiber, glass fibers
Dimension, polypropylene fibre, fiber volume rate prioritizing selection 1% ~ 2%.
It is light-duty corrugated sheet steel inside and outside dismantled and assembled large deformation power consumption hanging plate, light-duty corrugated sheet steel preferentially uses sine wave
Line steel plate, the interior light-duty corrugated sheet steel in outside is symmetrical with mid-plane, and the crest of the interior light-duty corrugated sheet steel in outside is relative with crest,
Trough is relative with trough, forms several heavy in section power consumption areas and small bore deformed area；Heavy in section power consumption area and small bore deform
Area up and down with arrange and alternate；
It is internal light filling high damping material between the interior light-duty corrugated sheet steel in outside, lightweight high damping material is preferentially used
Lightweight high spin system, concrete grade uses C30 ~ C50；Green bone material is replaced using aglite equal proportion；Aglite
It is preferential to use volcanic rock lightweight aggregate, shale lightweight aggregate, clay lightweight aggregate, pulverized-fuel-ash aggregate；Rubber is added per cubic meter of concrete
Glue fiber 0.5kg ~ 3kg, IR fiber 1 ~ 3mm of diameter, length are 10 ~ 50mm, and IR fiber is preferentially processed using waste tire
It is made；Preferentially using one or more of polyvinyl alcohol, poly- acrylic emulsion, butadiene-styrene latex or silicon ash, its volume ratio is 2 to damping material
~10%。
Strengthen overhanging arm and preferentially use steel performance, it is preferential using I-steel as skeleton, and with it is high-strength
I-steel is corresponded in blast wall, and preferentially use is welded to connect；Concrete grade is not less than the concrete of high-strength explosion-proof wall
Grade.
The beneficial effects of the utility model are that antiknock ability is strong, deformability is big, anti-crack ability is high, lightweight, maximum limit
Degree absorbs explosion impact energy, and explosion-proof effect is good, can significantly control explosion disaster；And meeting quick-fried side snap can change, wall
Body can be repeated several times can be used, and utilization rate is high, economic benefit and obvious environment benefit.
Brief description of the drawings
Below in conjunction with the accompanying drawings to the utility model in dismantled and assembled plate-hanging type blast wall be described further：
Fig. 1 is the dismantled and assembled plate-hanging type blast wall schematic cross-sectional view of the utility model；
Fig. 2 is high-strength explosion-proof wall level cross-sectionn schematic diagram；
Fig. 3 is dismantled and assembled large deformation power consumption hanging plate vertical cross-section schematic diagram；
In figure：1 is high-strength explosion-proof wall；2 is dismantled and assembled large deformation power consumption hanging plate；3 is hanging plate mounting bracket；4 is overhanging to strengthen
Arm.
Specific embodiment
In order to further illustrate the utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to the utility model
State, but they can not be interpreted as the restriction to the utility model protection domain.
A kind of dismantled and assembled plate-hanging type blast wall, as shown in Fig. 1 ~ Fig. 3, including high-strength explosion-proof wall 1, dismantled and assembled large deformation power consumption
Hanging plate 2, hanging plate mounting bracket 3 and reinforcement overhanging arm 4,
It is high-strength explosion-proof wall 1 quick-fried side is carried on the back, reinforcement overhanging arm 4 is set on top about 1 in high-strength explosion-proof wall, is strengthening up and down
Hanging plate mounting bracket 3 is respectively provided between overhanging arm 4；It is dismantled and assembled large deformation power consumption hanging plate 2, dismantled and assembled large deformation consumption quick-fried side is met
Energy hanging plate 2 is connected with hanging plate mounting bracket 3, and connected mode is preferentially connected by screw bolts.
High-strength explosion-proof wall 1 preferentially uses steel performance, on the basis of the normal arrangement of reinforcement of wall, sets up shaped steel
Skeleton, type steel skeleton preferentially uses I-steel, and I-steel web is vertical with wall plane, and center overlaps with wall central plane, and excellent
First it is uniformly distributed；Concrete grade uses C30 ~ C50, and adds fiber, fiber prioritizing selection steel fibre, carbon fiber, glass fibers
Dimension, polypropylene fibre, fiber volume rate prioritizing selection 1% ~ 2%.
It is light-duty corrugated sheet steel 2-1 inside and outside dismantled and assembled large deformation power consumption hanging plate 2, light-duty corrugated sheet steel 2-1 is preferentially adopted
Sine bellows steel plate is used, 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
Crest is relative with crest, and trough is relative with trough, forms several heavies in section power consumption area 2-2 and small bore deformed area 2-3；It is big to cut
Face power consumption area 2-2 and small bore deformed area 2-3 up and down with arrange and alternate；
It is internal light filling high damping material between the interior light-duty corrugated sheet steel 2-1 in outside, lightweight high damping material is preferential
Using lightweight high spin system, concrete grade uses C30 ~ C50；Green bone material is replaced using aglite equal proportion；Lightweight
Aggregate preferentially uses volcanic rock lightweight aggregate, shale lightweight aggregate, clay lightweight aggregate, pulverized-fuel-ash aggregate；Add per cubic meter of concrete
Plus IR fiber 0.5kg ~ 3kg, IR fiber 1 ~ 3mm of diameter, length is 10 ~ 50mm, and IR fiber preferentially uses waste tire
It is processed into；Damping material is preferentially using one or more of polyvinyl alcohol, poly- acrylic emulsion, butadiene-styrene latex or silicon ash, its volume
Than being 2 ~ 10%.
Strengthen overhanging arm 4 and preferentially use steel performance, preferential use I-steel as skeleton, and with it is high-strength
I-steel is corresponded in blast wall 1, and preferentially use is welded to connect；Concrete grade is not less than the coagulation of high-strength explosion-proof wall 1
Native grade.
The above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (4)
1. a kind of dismantled and assembled plate-hanging type blast wall, including high-strength explosion-proof wall, dismantled and assembled large deformation power consumption hanging plate, hanging plate mounting bracket and
Strengthen overhanging arm, it is characterised in that：
It is high-strength explosion-proof wall quick-fried side is carried on the back, is set on the upper and lower top of high-strength explosion-proof wall and strengthen overhanging arm, overhanging arm is being strengthened up and down
Between be respectively provided with hanging plate mounting bracket；Meeting quick-fried side for dismantled and assembled large deformation is consumed energy hanging plate, dismantled and assembled large deformation power consumption hanging plate with
Hanging plate mounting bracket is connected, and connected mode is connected by screw bolts.
2. dismantled and assembled plate-hanging type blast wall according to claim 1, it is characterised in that：Described high-strength explosion-proof wall using steel with
Concrete combined structure, on the basis of the normal arrangement of reinforcement of wall, sets up type steel skeleton, and type steel skeleton uses I-steel, I-steel
Web is vertical with wall plane, and center overlaps with wall central plane, and is uniformly distributed；The high-strength anti-crack concrete of concrete grade, its
Concrete grade is C30 ~ C50, and adds fiber, fiber selection steel fibre, carbon fiber, glass fibre, polypropylene fibre, fiber
Volume fraction selection 1% ~ 2%；The respectively spray on polymer antiknock anticracking coating inside and outside wall, the selection of antiknock anticracking coating
Carbamide paint.
3. dismantled and assembled plate-hanging type blast wall according to claim 1, it is characterised in that：Described dismantled and assembled large deformation power consumption is hung
It is light-duty corrugated sheet steel inside and outside plate, light-duty corrugated sheet steel uses sine bellows steel plate, and the interior light-duty corrugated sheet steel in outside is in
Between plane it is symmetrical, the crest of the interior light-duty corrugated sheet steel in outside is relative with crest, and trough is relative with trough, forms several and big cuts
Face power consumption area and small bore deformed area；Heavy in section power consumption area and small bore deformed area up and down with arrange and alternate；
It is internal light filling high damping material between the interior light-duty corrugated sheet steel in outside, lightweight high damping material uses lightweight high resistant
Damping concrete, concrete grade uses C30 ~ C50；Green bone material is replaced using aglite equal proportion；Aglite uses volcano
Rock lightweight aggregate, shale lightweight aggregate, clay lightweight aggregate, pulverized-fuel-ash aggregate；IR fiber is processed into using waste tire；Damping
Material uses one or more of polyvinyl alcohol, poly- acrylic emulsion, butadiene-styrene latex or silicon ash.
4. dismantled and assembled plate-hanging type blast wall according to claim 1, it is characterised in that：Described reinforcement overhanging arm using steel with
Concrete combined structure, using I-steel as skeleton, and I-steel is corresponded within the walls with high-strength explosion-proof, and is connected using welding
Connect；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 |
|---|---|---|---|
| CN201620612952.3U CN206220291U (en) | 2016-06-21 | 2016-06-21 | A kind of dismantled and assembled plate-hanging type blast wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620612952.3U CN206220291U (en) | 2016-06-21 | 2016-06-21 | A kind of dismantled and assembled plate-hanging type blast wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220291U true CN206220291U (en) | 2017-06-06 |
Family
ID=58780658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620612952.3U Expired - Fee Related CN206220291U (en) | 2016-06-21 | 2016-06-21 | A kind of dismantled and assembled plate-hanging type blast wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220291U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013502A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Detachable hanging plate type blast wall |
-
2016
- 2016-06-21 CN CN201620612952.3U patent/CN206220291U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013502A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Detachable hanging plate type blast wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170606 Termination date: 20190621 |