CN202755536U - Novel external wall envelope structure of multi-storey and high-rise steel structure residence - Google Patents
Novel external wall envelope structure of multi-storey and high-rise steel structure residence Download PDFInfo
- Publication number
- CN202755536U CN202755536U CN 201220311544 CN201220311544U CN202755536U CN 202755536 U CN202755536 U CN 202755536U CN 201220311544 CN201220311544 CN 201220311544 CN 201220311544 U CN201220311544 U CN 201220311544U CN 202755536 U CN202755536 U CN 202755536U
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- steel structure
- storey
- rise steel
- wall
- residence
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- 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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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 21
- 239000010959 steel Substances 0.000 title claims abstract description 21
- 210000003195 fascia Anatomy 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 3
- PWKSKIMOESPYIA-BYPYZUCNSA-N L-N-acetyl-Cysteine Chemical compound CC(=O)N[C@@H](CS)C(O)=O PWKSKIMOESPYIA-BYPYZUCNSA-N 0.000 abstract description 3
- 238000009413 insulation Methods 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 230000035699 permeability Effects 0.000 abstract 1
- 230000006978 adaptation Effects 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to a novel external wall envelope structure of a multi-storey and high-rise steel structure residence. NALC which is named autoclaved light weight concrete in Chinese is adopted to form external envelope wall plates of a steel structure residence. Connecting joint points are designed to be rotatable joint points. The design of the structure overcomes the defect that the existing external envelope wall of a multi-storey and high-rise steel structure can not solve the problems of heat insulation, permeability resistance, frost resistance, fire resistance, sound insulation, durability and the like, and due to rotation of the joint points, capacity of adapting to large horizontal displacement of wall bodies in the plane is achieved while that is not achieved in the existing external envelope wall of the multi-storey and high-rise steel structure.
Description
Technical field
The utility model relates to many, high-rise steel structure residence outer wall enclosing Technique field particularly relates to a kind of novel autoclaved lightweight concrete board as the side fascia space enclosing structure of steel house.
Background technology
Steel house with its high-strength light, ductility is good, structured grid is large, space layout is flexible, member is little and usable floor area is large, the batch production degree high, the duration is short etc., and advantage develops rapidly in China.The material selection that many, high-rise steel structure dwelling house is gone along with sb. to guard him side fascia is very large to its performance impact, and the performances such as the weight of selected materials, intensity, warmth retention property all become the factor that must consider.In addition, side fascia is damaged easily such as strong wind or earthquake etc. under larger External Force Acting, affects safety of building and uses.So in the design of steel house, the Choice and design of how to do well space enclosing structure is a very important problem.
Summary of the invention
Go along with sb. to guard him the common fault that the improper and retaining wall of side fascia selection is prone to cracking, can not adapts to larger horizontal movement in order to overcome many, the high-rise steel structure dwelling house of tradition, the utility model provides a kind of novel many, high-rise steel structure dwelling house to go along with sb. to guard him side fascia, and this side fascia is not only convenient and swift when engineering construction but also can make body of wall have the larger story to story deformation ability of adaptation when being subjected to larger External Force Acting.
The technical scheme that its technical problem that solves the utility model adopts is: adopting the NALC--Chinese is that autoclaved lightweight aerated concrete (Autoclaved Lightweight Concrete) is as the peripheral protective wallboard of steel house; And its connected node place is designed to the node of turnability.
The beneficial effects of the utility model are: many, high-rise steel structure dwelling house of the present utility model is gone along with sb. to guard him external wall structure, overcome many, high-rise steel structure exterior enclosure wall originally can not fine solution heat insulation, the characteristics such as impermeability, frost resistance, refractoriness, sound-proofing, durability; And solved original rotation many, the indeterminable node of high-rise steel structure exterior enclosure wall and reached the ability that body of wall planar has the larger horizontal movement of adaptation.
Description of drawings
Fig. 1 is that side fascia erects when filling and Vierendeel girder johning knot composition.
External corner place and Vierendeel girder johning knot composition when Fig. 2 is the perpendicular dress of side fascia.
1. special connecting bars among the figure, 2. bolt special, 3. Special support plate, 4. special pressing plate.
The specific embodiment
Connecting rod (1) and the bolt special (2) of special use are embedded into NALC plate the inside in advance, as depicted in figs. 1 and 2, connect with NALC plate bolt special (2) by special pressing plate (4) when then installing at the scene, the other end of bolt special is fixed on the Special support plate (3), at last by special pressing plate (4) and girder steel welding.So traditional mode that is welded and fixed is connected and change into bolted mode, reduced the constraint of degree of freedom.Solved the pattern of the rotation of the indeterminable node of traditional retaining wall structure, reached masonry wall structure and can planar have the ability of the larger horizontal movement of adaptation.The dead load that has solved steel structure frame tradition retaining wall more greatly, the problem such as energy-conservation solved the cracking of traditional retaining wall, the common fault of inadaptable larger horizontal movement simultaneously.
Claims (2)
1. more than one kind, high-rise steel structure residence outer wall space enclosing structure, it is characterized in that: what the side fascia of this exterior wall enclosure structure adopted is a kind of high performance autoclaved lightweight concrete material.
2. many, high-rise steel structure residence outer wall space enclosing structure according to claim 1 is characterized in that: what its connected node place adopted is the node with turnability.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220311544 CN202755536U (en) | 2012-06-29 | 2012-06-29 | Novel external wall envelope structure of multi-storey and high-rise steel structure residence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220311544 CN202755536U (en) | 2012-06-29 | 2012-06-29 | Novel external wall envelope structure of multi-storey and high-rise steel structure residence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202755536U true CN202755536U (en) | 2013-02-27 |
Family
ID=47734725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220311544 Expired - Fee Related CN202755536U (en) | 2012-06-29 | 2012-06-29 | Novel external wall envelope structure of multi-storey and high-rise steel structure residence |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202755536U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835503A (en) * | 2014-02-28 | 2014-06-04 | 中天建设集团有限公司 | NALC novel wall construction process |
-
2012
- 2012-06-29 CN CN 201220311544 patent/CN202755536U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835503A (en) * | 2014-02-28 | 2014-06-04 | 中天建设集团有限公司 | NALC novel wall construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CU01 | Correction of utility model |
Correction item: Applicant name Correct: China Sixth Metallurgical Construction Co., Ltd. False: China Sixth Metallurgical Construction Co., Ltd. Number: 09 Page: The title page Volume: 29 |
|
| CU03 | Publication of corrected utility model |
Correction item: Applicant name Correct: China Sixth Metallurgical Construction Co., Ltd. False: China Sixth Metallurgical Construction Co., Ltd. Number: 09 Volume: 29 |
|
| ERR | Gazette correction | ||
| RECT | Rectification | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Xin Inventor after: Xiang Jihui Inventor after: Yuan Xiaoping Inventor after: Wu Runqian Inventor before: Qin Zhiheng |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: QIN ZHIHENG TO: ZHANG XIN XIANG JIHUI YUAN XIAOPING WU RUNQIAN |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130227 Termination date: 20210629 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |