CN204282581U - A kind of heat insulating and sound insulating combined type shear wall - Google Patents
A kind of heat insulating and sound insulating combined type shear wall Download PDFInfo
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- CN204282581U CN204282581U CN201420767006.7U CN201420767006U CN204282581U CN 204282581 U CN204282581 U CN 204282581U CN 201420767006 U CN201420767006 U CN 201420767006U CN 204282581 U CN204282581 U CN 204282581U
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Abstract
The utility model discloses a kind of heat insulating and sound insulating combined type shear wall, comprise the hollow sandwich between two compoboards be arranged in parallel and two compoboards, described compoboard comprises steel plate and heat-and sound-insulating bar, steel plate is divided into outer steel plate wall group and interior steel plate wall group, outer steel plate wall group and interior steel plate wall group form swallow-tailed groove, be embedded with heat-and sound-insulating bar in a groove, steel pipe is provided with uniformly in described hollow sandwich, steel pipe is fixedly connected with the interior steel plate wall group of compoboard, is respectively equipped with crossbeam at the top of hollow sandwich and bottom.Steel plate in compoboard of the present utility model is by outer steel plate wall group and interior steel plate wall group composition dovetail type groove, and in dovetail type groove stuffed heat insulated sound-insulation strip, improve Buckling Loads and the rigidity of whole compoboard, the embedded space that takes full advantage of of heat-insulating sound-insulating bar is to increase the heat-and sound-insulating effect of compoboard simultaneously, too increases the globality of whole shear wall.
Description
Technical field
The utility model relates to shear wall structure technical field, specifically a kind of heat insulating and sound insulating combined type shear wall.
Background technology
Shear wall is important primary structure member that is high-rise and super-high building structure, and its anti-seismic performance plays vital effect for high-rise and the safe and reliable of super highrise building.With the development and deeply of Urbanization in China, the height of urban architecture is growing, and the quantity of super highrise building is more and more many, also more and more higher to the requirement of shear wall anti-seismic performance thus.
Steel plate shear force wall is a kind of novel lateral resistant member, can provide good lateral rigidity, shear strength and anti-earthquake ductility for structure.Steel plate shear force wall can give full play to the feature that steel ductility is good, energy dissipation capacity is strong, thus has outstanding anti-seismic performance, is a kind of tool high level with broad prospects for development, Super High lateral resistant member.But existing steel plate shear force wall is slabbed construction, its flakiness ratio is large, there is the defects such as cripling load is low, Stiffness is fast, especially under the effect that horizontal shear is larger, steel plate shear force wall can go out to rouse cripling destructions such as bending, causes steel plate shear force wall integrated carrying ability to decline.In addition, steel plate shear force wall is as lateral resistant member, compared with traditional concrete shear force wall, thickness is very little, heat insulating and sound insulating poor performance, and adopts the mode of conventional increase heat insulating and sound insulating layer that thickness of wall body can be caused to increase, weaken the use advantage that steel plate shear force wall thickness is little, in addition, also there is body of wall from great deficiency in steel plate combined shear wall, adds the reaction of structure in earthquake.
Utility model content
The purpose of this utility model is to provide a kind of heat insulating and sound insulating combined type shear wall, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the utility model provides following technical scheme:
A kind of heat insulating and sound insulating combined type shear wall, comprise the hollow sandwich between two compoboards be arranged in parallel and two compoboards, described compoboard comprises steel plate and heat-and sound-insulating bar, steel plate is divided into outer steel plate wall group and interior steel plate wall group, outer steel plate wall group and interior steel plate wall group form swallow-tailed groove, be embedded with heat-and sound-insulating bar in a groove, steel pipe is provided with uniformly in described hollow sandwich, steel pipe is fixedly connected with the interior steel plate wall group of compoboard, crossbeam is respectively equipped with at the top of hollow sandwich and bottom, crossbeam is fixedly connected with the two ends up and down of compoboard with steel pipe, also stiffening rib is provided with between two crossbeams in hollow sandwich, stiffening rib and compoboard and fastener for connection.
As further program of the utility model: described stiffening rib is multiple and is arranged on uniformly between compoboard.
As further program of the utility model: be also provided with elastic component between described stiffening rib and steel pipe.
As further program of the utility model: any one in described heat-and sound-insulating strip adoption heat insulating material, damping material, sound insulation materials makes, or adopt heat insulating material, damping material, in sound insulation materials any two kinds or three kinds of intervals are arranged or lamination is arranged.
As further program of the utility model: built concrete in described steel pipe.
Compared with prior art, steel plate in compoboard of the present utility model is by outer steel plate wall group and interior steel plate wall group composition dovetail type groove, and in dovetail type groove stuffed heat insulated sound-insulation strip, improve Buckling Loads and the rigidity of whole compoboard, the embedded space that takes full advantage of of heat-insulating sound-insulating bar is to increase the heat-and sound-insulating effect of compoboard simultaneously, too increases the globality of whole shear wall, just weld complete when in the utility model, two-layer compoboard is prefabricated in the factory, steel pipe between compoboard, crossbeam, stiffening rib etc. have completed welding all, only need by the lifting of prefabricated body of wall to the position needed when constructing, again steel pipe is entered in concreting, whole construction technology obtains very large simplification, and do not need to carry out formwork again, the concreting in steel pipe is only carried out in hollow sandwich inside, other no longer carry out concreting, so just greatly reduce the deadweight of shear wall, avoid the series of problems brought because shear wall is overweight, by the inside of Concrete Filled to steel pipe in the utility model, steel tube confined concrete is utilized to improve concrete Strength and Dformation ability, be conducive to the employing of high-strength concrete in shear wall, in addition, because body of wall outside of the present utility model is hardware and heat-and sound-insulating material, its yield strength is higher, at serviceability limit stage, suffered stress is lower than yield strength, therefore entirety is in elastic force balance state, crack can not be produced as steel concrete, compoboard is directly fixedly connected into as a whole with the steel pipe evenly arranged simultaneously, its lateral force ability strengthens greatly, and built concrete in steel pipe, the rigidity of steel pipe itself is improved, give full play to the advantage of combined material, anti-seismic performance is good.
Accompanying drawing explanation
Fig. 1 is the structural representation that the utility model is overlooked.
Fig. 2 is the structural representation of A-A section in Fig. 1.
Fig. 3 is the structural representation of B-B section in Fig. 2.
Fig. 4 is the structural representation of C-C section in Fig. 3.
Fig. 5 is the structural representation of the utility model light plate.
In figure: steel plate wall group, 11-stiffening rib, 12-concrete in the outer steel plate wall group of 1-steel pipe, 2-weld seam, 3-No. bis-weld seams, 4-hollow sandwich, 5-crossbeam, 6-steel plate, 7-heat-and sound-insulating bar, 8-groove, 9-, 10-.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 5, in the utility model embodiment, a kind of heat insulating and sound insulating combined type shear wall, comprise the hollow sandwich 4 between two compoboards be arranged in parallel and two compoboards, described compoboard comprises steel plate 6 and heat-and sound-insulating bar 7, described heat-and sound-insulating bar 7 adopts heat insulating material, damping material, any one in sound insulation materials makes, or employing heat insulating material, damping material, any two kinds or three kinds of intervals are arranged or lamination is arranged in sound insulation materials, heat-barrier material is as polystyrene foam or other same type of material, damping material is as acoustical cotton or other same type of material, sound insulation materials is as deadening felt or other same type of material etc., steel plate 6 is divided into outer steel plate wall group 9 and interior steel plate wall group 10, outer steel plate wall group 9 forms swallow-tailed groove 8 with interior steel plate wall group 10, heat-and sound-insulating bar 7 is embedded with in groove 8, dovetail shaped groove 8 can be formed from card effect when embedded heat-and sound-insulating material, good being fixedly connected with of automatic formation, steel pipe 1 is provided with uniformly in described hollow sandwich 4, steel pipe 1 is fixedly connected with the interior steel plate wall group 10 of compoboard, steel pipe 1 and compoboard are fixed by welding and are connected, a weld seam 2 is formed after welding, crossbeam 5 is respectively equipped with at the top of hollow sandwich 4 and bottom, crossbeam 5 is fixedly connected with the two ends up and down of compoboard with steel pipe 1, crossbeam 5 and compoboard are by being welded to connect, form No. two weld seams 3, stiffening rib 11 is also provided with between two crossbeams 5 in hollow sandwich 4, stiffening rib 11 Main Function is the resiliency supported as bilayer combination plate, improve the critical shape of both sides compoboard, thus improve the lateral force performance of body of wall, stiffening rib 11 is connected with compoboard and steel pipe 1, described stiffening rib 11 is multiple and is arranged on uniformly between compoboard, the stiffening rib 11 of multiple even setting, when body of wall lateral force, uniform resiliency supported is provided to compoboard, and when being prefabricated in the factory just by stiffening rib 11 together with composite plate weld, also elastic component is provided with between described stiffening rib 11 and steel pipe 1, elastic component can ensure the transmission of power between stiffening rib 11 and steel pipe 1, be conducive to playing wall integrity energy, concrete 12 has been built in described steel pipe 1, the rigidity of steel pipe 1 itself is improved.
Steel plate 6 in compoboard of the present utility model forms dovetail type groove 8 by outer steel plate wall group 9 and interior steel plate wall group 10, and in dovetail type groove 8 stuffed heat insulated sound-insulation strip 7, improve Buckling Loads and the rigidity of whole compoboard, the embedded space that takes full advantage of of heat-insulating sound-insulating bar 7 is to increase the heat-and sound-insulating effect of compoboard simultaneously, too increases the globality of whole shear wall, just weld complete when in the utility model, two-layer compoboard is prefabricated in the factory, steel pipe 1 between compoboard, crossbeam 5, stiffening rib 11 grade completes welding all, only need by the lifting of prefabricated body of wall to the position needed when constructing, again steel pipe is entered in concreting, whole construction technology obtains very large simplification, and do not need to carry out formwork again, the concreting in steel pipe 1 is only carried out in hollow sandwich 4 inside, other no longer carry out concreting, so just greatly reduce the deadweight of shear wall, avoid the series of problems brought because shear wall is overweight, by the inside of Concrete Filled to steel pipe 1 in the utility model, steel pipe 1 confined concrete is utilized to improve concrete Strength and Dformation ability, be conducive to the employing of high-strength concrete in shear wall, in addition, because body of wall outside of the present utility model is hardware and heat-and sound-insulating material, its yield strength is higher, at serviceability limit stage, suffered stress is lower than yield strength, therefore entirety is in elastic force balance state, crack can not be produced as steel concrete, compoboard is directly fixedly connected into as a whole with the steel pipe evenly arranged simultaneously, its lateral force ability strengthens greatly, and built concrete in steel pipe 1, the rigidity of steel pipe 1 itself is improved, give full play to the advantage of combined material, anti-seismic performance is good.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (5)
1. a heat insulating and sound insulating combined type shear wall, comprise the hollow sandwich between two compoboards be arranged in parallel and two compoboards, it is characterized in that, described compoboard comprises steel plate and heat-and sound-insulating bar, steel plate is divided into outer steel plate wall group and interior steel plate wall group, outer steel plate wall group and interior steel plate wall group form swallow-tailed groove, be embedded with heat-and sound-insulating bar in a groove, steel pipe is provided with uniformly in described hollow sandwich, steel pipe is fixedly connected with the interior steel plate wall group of compoboard, crossbeam is respectively equipped with at the top of hollow sandwich and bottom, crossbeam is fixedly connected with the two ends up and down of compoboard with steel pipe, also stiffening rib is provided with between two crossbeams in hollow sandwich, stiffening rib and compoboard and fastener for connection.
2. a kind of heat insulating and sound insulating combined type shear wall according to claim 1, it is characterized in that, described stiffening rib is multiple and is arranged on uniformly between compoboard.
3. a kind of heat insulating and sound insulating combined type shear wall according to claim 1, is characterized in that, be also provided with elastic component between described stiffening rib and steel pipe.
4. a kind of heat insulating and sound insulating combined type shear wall according to claim 1, it is characterized in that, any one in described heat-and sound-insulating strip adoption heat insulating material, damping material, sound insulation materials makes, or adopts heat insulating material, damping material, in sound insulation materials any two kinds or three kinds of intervals are arranged or lamination is arranged.
5. a kind of heat insulating and sound insulating combined type shear wall according to claim 1, is characterized in that, built concrete in described steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420767006.7U CN204282581U (en) | 2014-12-09 | 2014-12-09 | A kind of heat insulating and sound insulating combined type shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420767006.7U CN204282581U (en) | 2014-12-09 | 2014-12-09 | A kind of heat insulating and sound insulating combined type shear wall |
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| Publication Number | Publication Date |
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| CN204282581U true CN204282581U (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420767006.7U Expired - Fee Related CN204282581U (en) | 2014-12-09 | 2014-12-09 | A kind of heat insulating and sound insulating combined type shear wall |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401010A (en) * | 2016-10-12 | 2017-02-15 | 国网山东省电力公司栖霞市供电公司 | Environmental-friendly wall for electric power station |
| CN107237411A (en) * | 2017-07-26 | 2017-10-10 | 浙江德清金威建筑保温材料有限公司 | Dual-layer insulation board |
| CN107724572A (en) * | 2017-10-17 | 2018-02-23 | 上海市浦东新区建设(集团)有限公司 | One kind insulation wall construction method |
| CN112554332A (en) * | 2020-12-10 | 2021-03-26 | 上海席得建筑设计有限公司 | Core section of thick bamboo for architectural design |
| CN114753524A (en) * | 2022-04-14 | 2022-07-15 | 北京工业大学 | Built-in densely-distributed column type double-layer corrugated steel plate composite shear wall |
| WO2024050739A1 (en) * | 2022-09-05 | 2024-03-14 | 苏州科技大学 | Buckling-restrained corrugated dovetail steel plate set energy dissipation component |
-
2014
- 2014-12-09 CN CN201420767006.7U patent/CN204282581U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401010A (en) * | 2016-10-12 | 2017-02-15 | 国网山东省电力公司栖霞市供电公司 | Environmental-friendly wall for electric power station |
| CN106401010B (en) * | 2016-10-12 | 2018-12-07 | 国网山东省电力公司栖霞市供电公司 | A kind of electric power station environmental protection wall |
| CN107237411A (en) * | 2017-07-26 | 2017-10-10 | 浙江德清金威建筑保温材料有限公司 | Dual-layer insulation board |
| CN107724572A (en) * | 2017-10-17 | 2018-02-23 | 上海市浦东新区建设(集团)有限公司 | One kind insulation wall construction method |
| CN107724572B (en) * | 2017-10-17 | 2019-05-28 | 上海市浦东新区建设(集团)有限公司 | A kind of heat preservation wall construction method |
| CN112554332A (en) * | 2020-12-10 | 2021-03-26 | 上海席得建筑设计有限公司 | Core section of thick bamboo for architectural design |
| CN114753524A (en) * | 2022-04-14 | 2022-07-15 | 北京工业大学 | Built-in densely-distributed column type double-layer corrugated steel plate composite shear wall |
| WO2024050739A1 (en) * | 2022-09-05 | 2024-03-14 | 苏州科技大学 | Buckling-restrained corrugated dovetail steel plate set energy dissipation component |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20151209 |
|
| EXPY | Termination of patent right or utility model |