CN207686048U - Honeycomb separate type anti-seismic heat-preservation wall - Google Patents
Honeycomb separate type anti-seismic heat-preservation wall Download PDFInfo
- Publication number
- CN207686048U CN207686048U CN201721643232.4U CN201721643232U CN207686048U CN 207686048 U CN207686048 U CN 207686048U CN 201721643232 U CN201721643232 U CN 201721643232U CN 207686048 U CN207686048 U CN 207686048U
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- wall
- separate type
- steel plate
- honeycomb
- lobe wallboard
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Abstract
The utility model provides a kind of honeycomb separate type anti-seismic heat-preservation wall, belong to technical field of building construction, advantageous effect is excellent with anti-seismic performance, heat insulation effect outstanding feature, including foam steel plate (1), elastomeric adhesives (2), thermal insulation packing layer (3), internal lobe wallboard (4), siphonal lobe wallboard (5), built-in anti-shear pin key (6), honeycomb separate type Wasted-energy steel plate (7), fiberfill fibers concrete (8), corner anchorage element (9) and oblique pull support (10), it is limited to not only solve traditional wall heat insulation effect, the disadvantage of durability deficiency, and wall anti-seismic performance is promoted to the maximum extent, significantly reduce the disaster that wall rupture generates.
Description
Technical field
The utility model belongs to technical field of building construction, more particularly to a kind of honeycomb separate type anti-seismic heat-preservation wall.
Background technology
Shear wall be also known as wind-resistant wall, seismic structural wall, earthquake resistant wall either structural wall for born in house or structures wind load or
Horizontal loading caused by geological process, shear wall can effectively prevent building structure by failure by shear.Currently, entirely prefabricated cut
The prefabricated rate of power wall construction is although relatively high, but vertical muscle and hooping bars layout are more in shear wall confined boundary member, precast assembly
The connecting structure of seam is more complicated, difficulty of construction is larger, and the factor that concrete material performance may be caused to deteriorate is more,
Stringenter to thermal insulation material requirement in insulated wall at present, some material requirements are mating and reciprocal compatibility is bad, and use is not achieved
Standard, meanwhile, earthquake disaster have it is sudden and crushing, earthquake occur when, ground vibration causes the earthquake response of structure.For
The generation of above-mentioned disaster is avoided, people must control the earthquake response of structural system, and eliminate " putting for structural system
Big device " acts on, and protects agent structure and component in macroseism or strong wind from destroying, thick using concrete wall is increased in industry
The mode of degree improves above-mentioned condition, but this not only increases concrete amounts, increase construction intensity and cost, and crucial
It is that seismic force is directly proportional to the dead weight of wall, after weight increases with thickness, the horizontal shear that earthquake generates also increases
, therefore effect, that is, horizontal bearing capacity of the anti-horizontal shear of wall is still undesirable, the edge member of traditional shear wall, which exists, matches
Muscle problem bigger than normal, the ductility of shear wall is insufficient under seismic loading, and energy dissipation capacity is poor, and design, construction are more multiple
It is miscellaneous.
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of honeycomb separate type anti-seismic heat-preservation wall, energy
Enough overcome the problems, such as that traditional wall poor seismic behavior, heat insulation effect are inapparent, effectively increases strength of wall body, not only solve biography
Uniting, wall thermal insulating effect is limited, the insufficient technical disadvantages of durability, and improves wall anti-seismic performance to the maximum extent, significantly
Reduce the disaster that wall rupture generates.
To achieve the goals above, the technical solution adopted in the utility model is：
A kind of honeycomb separate type anti-seismic heat-preservation wall, including foam steel plate (1), elastomeric adhesives (2), thermal insulation packing layer
(3), internal lobe wallboard (4), siphonal lobe wallboard (5), built-in anti-shear pin key (6), honeycomb separate type Wasted-energy steel plate (7), fiberfill fibers are mixed
Solidifying soil (8), corner anchorage element (9) and oblique pull support (10)；The wall body structure of honeycomb separate type anti-seismic heat-preservation wall by internal layer extremely
It is viscous that outer layer is disposed with internal lobe wallboard (4), fiberfill fibers concrete (8), siphonal lobe wallboard (5), thermal insulation packing layer (3), elasticity
Material (2) and foam steel plate (1) are tied, being internally provided with honeycomb separate type Wasted-energy steel plate (7) in wall body structure will be in wall body structure
At several cavitys, which part honeycomb separate type Wasted-energy steel plate (7) is inserted into internal lobe wallboard (4) and siphonal lobe wallboard (5) for part
In, it is provided with fiberfill fibers concrete (8) in each cavity, and be provided with built-in anti-shear pin key (6) in each cavity, is steeping
Foam steel plate (1) outer surface corner is equipped with corner anchorage element (9), and foam steel plate (1) outer surface is provided with oblique pull support
(10), fixation is attached to wall using diagonal connection again, improves the intensity, rigidity and stability of wall body structure.
Further, the honeycomb separate type Wasted-energy steel plate (7) is preferentially made using cold-rolling steel-plate punch.
Further, the thermal insulation packing layer (3) preferentially uses the materials such as glass fibre, asbestos, rock wool, silicate mixed
Conjunction is made.
Further, the fiberfill fibers concrete (8) is preferential is added into lightweight concrete, fiber content using fiber
It is 8 ~ 10%.
Further, the cross section of the built-in anti-shear pin key (6) is in " ten " font, preferentially uses stainless steel material system
It forms, when generation concrete cracking in fiberfill fibers concrete (8), when shear-carrying capacity reduces, it is possible to provide shear-carrying capacity.
Further, the elastomeric adhesives (2) is preferentially made using high-damping rubber, significantly improves wall
Structural damping ratio can provide damping while wall body structure meets rigidity requirement, can reduce the earthquake response of building structure.
Further, the foam steel plate (1) is with lateral rigidity is big, ductility is good, plastic deformation ability is strong, energy consumption energy
The excellent feature of power.
Further, the internal lobe wallboard (4) and siphonal lobe wallboard (5) are preferentially made using air entrained concrete.
Further, the air entrained concrete bending strength and breaking resistance are excellent while light-weight, reduce wall
Dead weight, substantially increases wall body structure shock resistance.
The beneficial effects of the utility model：
The beneficial effects of the utility model and advantage are that anti-seismic performance is excellent, heat insulation effect is notable, which part honeycomb point
It is inserted into internal lobe wallboard, siphonal lobe wallboard from formula Wasted-energy steel plate and wall is tentatively connected and fixed；The oblique pull support pair of setting
Wall is attached fixation again, improves wall body structure intensity；The built-in anti-shear pin key of setting can be in fiberfill fibers concrete
Middle generation concrete cracking, bearing capacity provide shear-carrying capacity when reducing；The elastomeric adhesives of setting is remarkably improved wall
Structural damping ratio provides damping while wall body structure meets rigidity requirement, reduces the earthquake response of building structure；It is arranged
Foam steel plate has the characteristics that lateral rigidity is big, ductility is good, plastic deformation ability is strong, energy dissipation capacity is excellent, can make up conventional wall
Technical disadvantages existing for body antidetonation prevent wall buckling failure；The air entrained concrete that internal lobe wallboard, siphonal lobe wallboard use has very
Sound insulation well, thermal and insulating performance, and bending strength and breaking resistance are excellent, and meanwhile it is light-weight, wall dead weight is reduced, greatly
Wall body structure shock resistance is improved greatly, not only solves that traditional wall heat insulation effect is limited, the insufficient technical disadvantages of durability,
And wall anti-seismic performance is improved to the maximum extent, significantly reduce the disaster that wall rupture generates.
Description of the drawings
The honeycomb separate type anti-seismic heat-preservation wall in the utility model is described further below in conjunction with the accompanying drawings.
Fig. 1 is the schematic elevation view of the utility model honeycomb separate type anti-seismic heat-preservation wall.
Fig. 2 is the A-A diagrammatic cross-sections of Fig. 1.
In figure：1 is foam steel plate；2 be elastomeric adhesives；3 be thermal insulation packing layer；4 be internal lobe wallboard；5 be siphonal lobe wall
Plate；6 be built-in anti-shear pin key；7 be honeycomb separate type Wasted-energy steel plate；8 be fiberfill fibers concrete；9 be corner anchorage element；10
It is supported for oblique pull.
Specific implementation mode
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
As shown in Figure 1, the wall body structure of honeycomb separate type anti-seismic heat-preservation wall is disposed with internal lobe wall from the inner to the outer
Plate (4), fiberfill fibers concrete (8), siphonal lobe wallboard (5), thermal insulation packing layer (3), elastomeric adhesives (2) and foam steel plate
(1), several cavitys will be divided by being internally provided with honeycomb separate type Wasted-energy steel plate (7) in wall body structure inside wall body structure,
Middle partial cell separate type Wasted-energy steel plate (7) is inserted into internal lobe wallboard (4) and siphonal lobe wallboard (5), is provided in each cavity
Fiberfill fibers concrete (8), and built-in anti-shear pin key (6) is provided in each cavity, honeycomb separate type energy consumption steel
Plate (7) is preferentially made using cold-rolling steel-plate punch；Thermal insulation packing layer (3) preferentially uses glass fibre, asbestos, rock wool, silicon
The materials such as hydrochlorate are mixed；Fiberfill fibers concrete (8) is preferentially added into lightweight concrete using fiber, fiber content for 8 ~
10%；The cross section of built-in anti-shear pin key (6) is in " ten " font, is preferentially made using stainless steel material, when fiberfill fibers are mixed
Concrete cracking occurs in solidifying soil (8), when shear-carrying capacity reduces, it is possible to provide shear-carrying capacity；Elastomeric adhesives (2) is preferential
It is made using high-damping rubber, significantly improves wall body structure damping ratio, it can be while wall body structure meets rigidity requirement
Damping is provided, the earthquake response of building structure can be reduced；Foam steel plate (1) is with lateral rigidity is big, ductility is good, plastic deformation
The feature that ability is strong, energy dissipation capacity is excellent；The internal lobe wallboard (4) and siphonal lobe wallboard (5) preferentially uses air entrained concrete system
It forms, air entrained concrete bending strength and breaking resistance are excellent, while light-weight, reduce wall dead weight, substantially increase
Wall body structure shock resistance.
As shown in Fig. 2, corner anchorage element (9) is installed in foam steel plate (1) outer surface corner, and in foam steel plate
(1) outer surface is provided with oblique pull support (10), is attached fixation again to wall using diagonal connection, improves wall body structure
Intensity, rigidity and stability.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (5)
1. a kind of honeycomb separate type anti-seismic heat-preservation wall, including foam steel plate (1), elastomeric adhesives (2), thermal insulation packing layer (3),
Internal lobe wallboard (4), siphonal lobe wallboard (5), built-in anti-shear pin key (6), honeycomb separate type Wasted-energy steel plate (7), fiberfill fibers concrete
(8), corner anchorage element (9) and oblique pull support (10)；It is characterized in that：The wall body structure of honeycomb separate type anti-seismic heat-preservation wall by
Internal layer to outer layer be disposed with internal lobe wallboard (4), fiberfill fibers concrete (8), siphonal lobe wallboard (5), thermal insulation packing layer (3),
Elastomeric adhesives (2) and foam steel plate (1) are internally provided with honeycomb separate type Wasted-energy steel plate (7) by wall in wall body structure
Inside configuration is divided into several cavitys, and which part honeycomb separate type Wasted-energy steel plate (7) is inserted into internal lobe wallboard (4) and siphonal lobe wall
In plate (5), fiberfill fibers concrete (8) is provided in each cavity, and built-in anti-shear pin key is provided in each cavity
(6), corner anchorage element (9) is installed in foam steel plate (1) outer surface corner, and is provided in foam steel plate (1) outer surface
Oblique pull supports (10), and fixation is attached again to wall using diagonal connection, improves the intensity of wall body structure, rigidity and steady
It is qualitative.
2. a kind of honeycomb separate type anti-seismic heat-preservation wall according to claim 1, it is characterised in that：The honeycomb separate type
Wasted-energy steel plate (7) is preferentially made using cold-rolling steel-plate punch.
3. a kind of honeycomb separate type anti-seismic heat-preservation wall according to claim 1, it is characterised in that：The built-in anti-shear pin
The cross section of key (6) is in " ten " font, is made using stainless steel material.
4. a kind of honeycomb separate type anti-seismic heat-preservation wall according to claim 1, it is characterised in that：The elastic bonding material
Material (2) is made using high-damping rubber.
5. a kind of honeycomb separate type anti-seismic heat-preservation wall according to claim 1, it is characterised in that：The internal lobe wallboard
(4) it is preferentially made using air entrained concrete with siphonal lobe wallboard (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721643232.4U CN207686048U (en) | 2017-11-30 | 2017-11-30 | Honeycomb separate type anti-seismic heat-preservation wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721643232.4U CN207686048U (en) | 2017-11-30 | 2017-11-30 | Honeycomb separate type anti-seismic heat-preservation wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207686048U true CN207686048U (en) | 2018-08-03 |
Family
ID=62999687
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721643232.4U Withdrawn - After Issue CN207686048U (en) | 2017-11-30 | 2017-11-30 | Honeycomb separate type anti-seismic heat-preservation wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207686048U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067333A (en) * | 2019-05-13 | 2019-07-30 | 中州装备制造股份有限公司 | Rigid roof beam structure and preparation method thereof and rigid structure body |
-
2017
- 2017-11-30 CN CN201721643232.4U patent/CN207686048U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067333A (en) * | 2019-05-13 | 2019-07-30 | 中州装备制造股份有限公司 | Rigid roof beam structure and preparation method thereof and rigid structure body |
| CN110067333B (en) * | 2019-05-13 | 2020-11-27 | 中州装备制造股份有限公司 | Rigid beam frame, method for manufacturing same, and rigid structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180803 Effective date of abandoning: 20181130 |
|
| AV01 | Patent right actively abandoned |