CN105952017A - Large-deformation, anti-seepage and fracture-resistant anti-explosion cabin - Google Patents
Large-deformation, anti-seepage and fracture-resistant anti-explosion cabin Download PDFInfo
- Publication number
- CN105952017A CN105952017A CN201610449114.3A CN201610449114A CN105952017A CN 105952017 A CN105952017 A CN 105952017A CN 201610449114 A CN201610449114 A CN 201610449114A CN 105952017 A CN105952017 A CN 105952017A
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- explosion
- cracking resistance
- corrugated sheet
- sheet steel
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- 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
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention provides a large-deformation, anti-seepage and fracture-resistant anti-explosion cabin. A cabin body of the large-deformation, anti-seepage and fracture-resistant anti-explosion cabin is preferably square, circular and rectangular. The corners of the square and rectangular cabin body adopt fillet transition. The cabin body comprises reinforced anti-crack coating, an outer-ring toothed high-toughness damping layer, a transverse-stripe corrugated steel plate ring, a high-damping bidirectional corrugated sandwich layer, a longitudinal-stripe corrugated steel plate ring, an inner-ring toothed anti-crack damping layer, anti-crack, anti-seepage and elastic coating and the like from inside to outside. The large-deformation, anti-seepage and fracture-resistant anti-explosion cabin is high in anti-explosion ability, high in deformation ability, high in anti-crack ability, light, capable of absorbing explosion blast energy to the maximum extent, good in anti-explosion effect and capable of evidently controlling explosion disasters.
Description
Technical field
The present invention relates to prevent or reduce impact ensure structure is produced the preventer destroyed, belong to Structural Engineering field, particularly relate to a kind of explosion-proof cabin of the anti-folding of large deformation antiseepage.
Background technology
The products such as all kinds of inflammable and explosive petrochemical industries, cause huge casualties and economic loss often due to blast, in order to control the loss that fire causes with blast to greatest extent, it is necessary to the explosion-proof cabin that exploitation explosion-proof effect is good.
Summary of the invention
It is an object of the invention to that blast wall ruptures under Blast Loads and the secondary that causes destroys, promote antiknock ability, deformability and the anti-crack ability of blast wall to greatest extent, significantly reduce explosion disaster.
To achieve these goals, the technical solution used in the present invention is:
The explosion-proof cabin of the anti-folding of large deformation antiseepage, including longitudinal grin corrugated sheet steel ring, band corrugated sheet steel ring, high-damping two-directional corrugations interlayer, outer circular tooth shape high tenacity damping layer, strengthen cracking resistance coating, internal ring dentation cracking resistance damping layer and the impervious elastic coating of cracking resistance, the anti-folding of large deformation antiseepage explosion-proof cabin nacelle prioritizing selection is square, circle and rectangle, square and rectangle uses round-corner transition in corner, nacelle is respectively from inside to outside strengthens cracking resistance coating, outer circular tooth shape high tenacity damping layer, band corrugated sheet steel ring, high-damping two-directional corrugations interlayer, longitudinal grin corrugated sheet steel ring, internal ring dentation cracking resistance damping layer and the impervious elastic coating of cracking resistance are constituted.
Strengthen cracking resistance coating and preferentially use carbamide paint.
Outer circular tooth shape high tenacity damping layer preferentially uses high tenacity high spin system, and concrete grade uses C30 ~ C50；Every cubic meter of concrete adds IR fiber 0.5kg ~ 3kg, and IR fiber diameter 1 ~ 3mm, a length of 10 ~ 50mm, IR fiber preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 10%；
Inner side is even surface, and surface is coated with strengthens cracking resistance coating, and outside is that dentation high tenacity damps rib, the preferential lateral arrangement of rib, and it is vertical to damp rib with the circular tooth shape cracking resistance of internal ring dentation cracking resistance damping layer.
Band corrugated sheet steel ring preferentially uses sinusoidal wave light-duty corrugated sheet steel, and ripple is preferentially placed in the inside of longitudinal grin corrugated sheet steel ring, and vertical with the ripple direction of longitudinal grin corrugated sheet steel ring, and connected mode preferentially uses welding and bolt to connect；
High-damping two-directional corrugations interlayer preferentially uses high spin system, and concrete grade preferentially uses C25 ~ C45；Rubber powder replaces the sand in concrete with the ratio equal-volume of 15 ~ 30%, and rubber powder diameter 3 ~ 8mm, rubber powder preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 10%,
Longitudinal grin corrugated sheet steel ring preferentially uses sinusoidal wave light-duty corrugated sheet steel, and ripple is preferentially placed in the outside of band corrugated sheet steel ring, and vertical with the ripple direction of band corrugated sheet steel ring, and connected mode preferentially uses welding and bolt to connect；
Internal ring dentation cracking resistance damping layer preferentially uses high tenacity high spin system, and concrete grade uses C30 ~ C50；Every cubic meter of concrete adds IR fiber 0.5kg ~ 2kg, and IR fiber diameter 1 ~ 3mm, a length of 10 ~ 30mm, IR fiber preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 8%.
The impervious elastic coating of cracking resistance preferentially uses high polymer coating, high polymer coating preferentially to use styrene-acrylic emulsion, styrene-acrylic emulsion content to be 40 ~ 50%.
The invention has the beneficial effects as follows that antiknock ability is strong, deformability is big, anti-crack ability is high, lightweight, absorb explosion impact energy to greatest extent, explosion-proof effect is good, can significantly control explosion disaster.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings the explosion-proof cabin of the anti-folding of large deformation antiseepage in the present invention is described further:
Fig. 1 is the anti-folding of large deformation antiseepage of the present invention explosion-proof cabin schematic cross-sectional view.
Fig. 2 is Figure 1A-A generalized section.
In figure: 1 is longitudinal grin corrugated sheet steel ring；2 is band corrugated sheet steel ring；3 is high-damping two-directional corrugations interlayer；4 is outer circular tooth shape high tenacity damping layer；5 for strengthening cracking resistance coating；6 is internal ring dentation cracking resistance damping layer；7 is the impervious elastic coating of cracking resistance.
Detailed description of the invention
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and the present invention is described in detail by embodiment, but they can not be interpreted as limiting the scope of the present invention.
A kind of explosion-proof cabin of the anti-folding of large deformation antiseepage, as shown in Fig. 1 ~ Fig. 2, mainly include longitudinal grin corrugated sheet steel ring 1, band corrugated sheet steel ring 2, high-damping two-directional corrugations interlayer 3, outer circular tooth shape high tenacity damping layer 4, strengthen cracking resistance coating 5, internal ring dentation cracking resistance damping layer 6 and the impervious elastic coating of cracking resistance 7 etc.
The anti-folding of large deformation antiseepage explosion-proof cabin nacelle prioritizing selection is square, circular and rectangle, square and rectangle uses round-corner transition in corner, and nacelle is respectively compositions such as strengthening cracking resistance coating 5, outer circular tooth shape high tenacity damping layer 4, band corrugated sheet steel ring 2, high-damping two-directional corrugations interlayer 3, longitudinal grin corrugated sheet steel ring 1, internal ring dentation cracking resistance damping layer 6 and the impervious elastic coating of cracking resistance 7 from inside to outside.
Strengthen cracking resistance coating 5 and preferentially use carbamide paint.
Outer circular tooth shape high tenacity damping layer 4 preferentially uses high tenacity high spin system, and concrete grade uses C30 ~ C50；Every cubic meter of concrete adds IR fiber 0.5kg ~ 3kg, and IR fiber diameter 1 ~ 3mm, a length of 10 ~ 50mm, IR fiber preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 10%；
Inner side is even surface, and surface is coated with strengthens cracking resistance coating 5, and outside is that dentation high tenacity damps rib, the preferential lateral arrangement of rib, and it is vertical to damp rib with the circular tooth shape cracking resistance of internal ring dentation cracking resistance damping layer 6.
Band corrugated sheet steel ring 2 preferentially uses sinusoidal wave light-duty corrugated sheet steel, and ripple is preferentially placed in the inside of longitudinal grin corrugated sheet steel ring 1, and vertical with the ripple direction of longitudinal grin corrugated sheet steel ring 1, and connected mode preferentially uses welding and bolt to connect；
High-damping two-directional corrugations interlayer 3 preferentially uses high spin system, and concrete grade preferentially uses C25 ~ C45；Rubber powder replaces the sand in concrete with the ratio equal-volume of 15 ~ 30%, and rubber powder diameter 3 ~ 8mm, rubber powder preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 10%,
Longitudinal grin corrugated sheet steel ring 1 preferentially uses sinusoidal wave light-duty corrugated sheet steel, and ripple is preferentially placed in the outside of band corrugated sheet steel ring 2, and vertical with the ripple direction of band corrugated sheet steel ring 2, and connected mode preferentially uses welding and bolt to connect；
Internal ring dentation cracking resistance damping layer 6 preferentially uses high tenacity high spin system, and concrete grade uses C30 ~ C50；Every cubic meter of concrete adds IR fiber 0.5kg ~ 2kg, and IR fiber diameter 1 ~ 3mm, a length of 10 ~ 30mm, IR fiber preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 8%.
The impervious elastic coating of cracking resistance 7 preferentially uses high polymer coating, and high polymer coating preferentially uses styrene-acrylic emulsion, styrene-acrylic emulsion content to be 40 ~ 50%.
The above is only the preferred embodiment of the present invention; it should be pointed out that, for those skilled in the art, under the premise without departing from the principles of the invention; can also make some improvements and modifications, these improvements and modifications also should be regarded as protection scope of the present invention.
Claims (8)
1. the explosion-proof cabin of the anti-folding of large deformation antiseepage, including longitudinal grin corrugated sheet steel ring, band corrugated sheet steel ring, high-damping two-directional corrugations interlayer, outer circular tooth shape high tenacity damping layer, strengthen cracking resistance coating, internal ring dentation cracking resistance damping layer and the impervious elastic coating of cracking resistance, it is characterised in that:
The anti-folding of large deformation antiseepage explosion-proof cabin nacelle prioritizing selection is square, circular and rectangle, square and rectangle uses round-corner transition in corner, and nacelle is respectively from inside to outside strengthens cracking resistance coating, outer circular tooth shape high tenacity damping layer, band corrugated sheet steel ring, high-damping two-directional corrugations interlayer, longitudinal grin corrugated sheet steel ring, internal ring dentation cracking resistance damping layer and cracking resistance impervious elastic coating composition.
The explosion-proof cabin of the anti-folding of large deformation antiseepage the most according to claim 1, it is characterised in that: described reinforcement cracking resistance coating preferentially uses carbamide paint.
The explosion-proof cabin of the anti-folding of large deformation antiseepage the most according to claim 1, it is characterised in that: described outer circular tooth shape high tenacity damping layer preferentially uses high tenacity high spin system, and concrete grade uses C30 ~ C50；Every cubic meter of concrete adds IR fiber 0.5kg ~ 3kg, and IR fiber diameter 1 ~ 3mm, a length of 10 ~ 50mm, IR fiber preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 10%；
Inner side is even surface, and surface is coated with strengthens cracking resistance coating, and outside is that dentation high tenacity damps rib, the preferential lateral arrangement of rib, and it is vertical to damp rib with the circular tooth shape cracking resistance of internal ring dentation cracking resistance damping layer.
The explosion-proof cabin of the anti-folding of large deformation antiseepage the most according to claim 1, it is characterized in that: described band corrugated sheet steel ring preferentially uses sinusoidal wave light-duty corrugated sheet steel, ripple is preferentially placed in the inside of longitudinal grin corrugated sheet steel ring, and vertical with the ripple direction of longitudinal grin corrugated sheet steel ring, connected mode preferentially uses welding and bolt to connect.
The explosion-proof cabin of the anti-folding of large deformation antiseepage the most according to claim 1, it is characterised in that: described high-damping two-directional corrugations interlayer preferentially uses high spin system, and concrete grade preferentially uses C25 ~ C45；Rubber powder replaces the sand in concrete with the ratio equal-volume of 15 ~ 30%, and rubber powder diameter 3 ~ 8mm, rubber powder preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 10%.
The explosion-proof cabin of the anti-folding of large deformation antiseepage the most according to claim 1, it is characterized in that: described longitudinal grin corrugated sheet steel ring preferentially uses sinusoidal wave light-duty corrugated sheet steel, ripple is preferentially placed in the outside of band corrugated sheet steel ring, and vertical with the ripple direction of band corrugated sheet steel ring, connected mode preferentially uses welding and bolt to connect.
The explosion-proof cabin of the anti-folding of large deformation antiseepage the most according to claim 1, it is characterised in that: described internal ring dentation cracking resistance damping layer preferentially uses high tenacity high spin system, and concrete grade uses C30 ~ C50；Every cubic meter of concrete adds IR fiber 0.5kg ~ 2kg, and IR fiber diameter 1 ~ 3mm, a length of 10 ~ 30mm, IR fiber preferentially uses waste tire to be processed into；Damping material preferentially uses one or more of polyvinyl alcohol, poly-acrylic emulsion, butadiene-styrene latex or silicon ash, and its volume ratio is 2 ~ 8%.
The explosion-proof cabin of the anti-folding of large deformation antiseepage the most according to claim 1, it is characterised in that: the impervious elastic coating of described cracking resistance preferentially uses high polymer coating, high polymer coating preferentially to use styrene-acrylic emulsion, styrene-acrylic emulsion content to be 40 ~ 50%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449114.3A CN105952017A (en) | 2016-06-21 | 2016-06-21 | Large-deformation, anti-seepage and fracture-resistant anti-explosion cabin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449114.3A CN105952017A (en) | 2016-06-21 | 2016-06-21 | Large-deformation, anti-seepage and fracture-resistant anti-explosion cabin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105952017A true CN105952017A (en) | 2016-09-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610449114.3A Pending CN105952017A (en) | 2016-06-21 | 2016-06-21 | Large-deformation, anti-seepage and fracture-resistant anti-explosion cabin |
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| CN (1) | CN105952017A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005228A (en) * | 2019-04-28 | 2019-07-12 | 西安航空学院 | A kind of effective energy-absorbing explosive-proof protector section structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1726128A (en) * | 2002-12-13 | 2006-01-25 | 奥利-本特·拉斯马森 | Have improvement to the laminated thing of the film of bending resistance on all directions with and manufacture method and device |
| US20080016820A1 (en) * | 2003-08-21 | 2008-01-24 | Robbins Gary Sr | Composite door, door core and method of manufacture |
| CN101172820A (en) * | 2007-10-25 | 2008-05-07 | 武汉理工大学 | Method for producing high-strength high damping concrete |
| CN102182500A (en) * | 2011-03-29 | 2011-09-14 | 武越 | Capsule structure of underground movable rescue capsule |
| CN104153628A (en) * | 2014-07-31 | 2014-11-19 | 江苏爵格工业设备有限公司 | Safe refuge for families |
| CN204041808U (en) * | 2014-08-25 | 2014-12-24 | 路广常 | Adopt the metal composite beam of overlapping wave card |
| CN206189635U (en) * | 2016-06-21 | 2017-05-24 | 沈阳建筑大学 | Anti explosion -proof cabin of large deformation prevention of seepage |
-
2016
- 2016-06-21 CN CN201610449114.3A patent/CN105952017A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1726128A (en) * | 2002-12-13 | 2006-01-25 | 奥利-本特·拉斯马森 | Have improvement to the laminated thing of the film of bending resistance on all directions with and manufacture method and device |
| US20080016820A1 (en) * | 2003-08-21 | 2008-01-24 | Robbins Gary Sr | Composite door, door core and method of manufacture |
| CN101172820A (en) * | 2007-10-25 | 2008-05-07 | 武汉理工大学 | Method for producing high-strength high damping concrete |
| CN102182500A (en) * | 2011-03-29 | 2011-09-14 | 武越 | Capsule structure of underground movable rescue capsule |
| CN104153628A (en) * | 2014-07-31 | 2014-11-19 | 江苏爵格工业设备有限公司 | Safe refuge for families |
| CN204041808U (en) * | 2014-08-25 | 2014-12-24 | 路广常 | Adopt the metal composite beam of overlapping wave card |
| CN206189635U (en) * | 2016-06-21 | 2017-05-24 | 沈阳建筑大学 | Anti explosion -proof cabin of large deformation prevention of seepage |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005228A (en) * | 2019-04-28 | 2019-07-12 | 西安航空学院 | A kind of effective energy-absorbing explosive-proof protector section structure |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160921 |