CN203475658U - Connecting structure of curtain wall and high-level structural body - Google Patents
Connecting structure of curtain wall and high-level structural body Download PDFInfo
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- CN203475658U CN203475658U CN201320480252.XU CN201320480252U CN203475658U CN 203475658 U CN203475658 U CN 203475658U CN 201320480252 U CN201320480252 U CN 201320480252U CN 203475658 U CN203475658 U CN 203475658U
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- curtain wall
- steel
- connecting structure
- structural body
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Abstract
The utility model discloses a connecting structure of a curtain wall and a high-level structural body. The connecting structure comprises a plurality of steel beams which are evenly arranged on an inclined roof plane of the high-level structural body, the steel beams are supported with a floor surface through a steel frame, rotary arm columns and frame columns, the curtain wall is arranged on the steel frame, horizontal steel supports are additionally arranged between steel beams, and a plurality of sets of steel corbels which can transmit horizontal shear force and vertical loads simultaneously are evenly arranged on the connection portions of shear walls on the two sides of the curtain wall and the oblique roof. According to the connecting structure of the curtain wall and high-level structural body, using of building space is not influenced, and meanwhile construction cost can be saved.
Description
Technical field
The utility model relates to building structure field, specifically a kind of syndeton of curtain wall steel frame and highrise building.
Background technology
Propelling along with urban construction, curtain wall technology developed for three more than ten years in China, curtain wall is used widely in office building, hotel and large-scale commercial building, and the design that curtain wall is connected with agent structure is also along with the appearance of the finishings such as large glass curtain wall, window cleaning equipment and equipment becomes increasingly conspicuous.Building curtain wall steelframe also arises at the historic moment with the design that is connected of high-level structure main body.The larger horizontal thrust that horizontal steel truss transmits to transmit curtain wall steel framework is separately established in the general dependence of syndeton of curtain wall steel frame and high-level structure main body, and this design cannot meet and on architectural space, requires attractive in appearancely, requires the requirement of saving in construction costs.
Utility model content
The purpose of this utility model is to provide the syndeton of a kind of curtain wall and high-level structure main body, does not affect the use of architectural space, saves construction costs simultaneously.
For achieving the above object, the utility model is by the following technical solutions:
A kind of syndeton of curtain wall and high-level structure main body, comprise the some girder steels that evenly arrange in the oblique roof system plane of high-level structure main body, girder steel by steelframe, hold up arm post and frame column and flooring to support, curtain wall is located on steelframe, between described girder steel, set up steel horizontal support, the shear wall of curtain wall both sides and the tiltedly even setting in roof system junction can be transmitted some groups of steel corbels of horizontal shear and vertical load simultaneously.
Preferably, the spacing between described steel corbel is 1.5m.
Adopt after technique scheme, the utility model is compared with existing background technology, tool has the following advantages: between girder steel, set up steel horizontal support, rely on oblique roof system huge rigidity planar that the larger horizontal thrust of curtain wall is delivered on the shear wall of curtain wall both sides.The horizontal thrust that a plurality of steel corbels that the spacing arranging is 1.5m can be delivered to curtain wall on oblique roof system is evenly delivered in the agent structure of building.This structure makes the reasonable stress of curtain wall and high-level structure main body, can meet the requirement attractive in appearance of architectural space, and saves construction costs.
accompanying drawing explanation:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the A-A generalized section of Fig. 1;
Fig. 3 is the orientation schematic diagram of shear wall, girder steel, steel corbel.
Primary clustering symbol description:
1: girder steel, 2: steelframe, 3: hold up arm post, 4: frame column, 5: curtain wall, 6: steel horizontal support, 7: steel corbel, 8: shear wall
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with embodiment, the utility model is further elaborated.
Refer to shown in Fig. 1, Fig. 2, this novel a kind of syndeton that discloses curtain wall and high-level structure main body, comprise the some girder steels 1 that evenly arrange in the oblique roof system plane of high-level structure main body, girder steel 1 by steelframe 2, hold up arm post 3 and frame column 4 and flooring to support, curtain wall 5 is located on steelframe 2, between girder steel 1, set up steel horizontal support 6, the shear wall 8 of curtain wall 5 both sides and the tiltedly even setting in roof system junction can be transmitted the some groups of steel corbels 7 of horizontal shear and vertical load simultaneously.Spacing between steel corbel 7 is 1.5m.
Fig. 3 is the orientation schematic diagram of shear wall 8, girder steel 1, steel corbel 7.Steel corbel 7 is positioned at girder steel 1 below, and every 1.5m arranges a steel corbel 7, and the horizontal thrust that makes steel corbel 7 curtain wall 5 can be delivered to girder steel 1 is evenly delivered on shear wall 8.This structure has good supporting capacity, and has good globality and space behavior, makes the reasonable stress of curtain wall 5 and high-level structure main body.
The above; it is only the preferably specific embodiment of the utility model; but protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claim.
Claims (2)
1. a kind of syndeton of curtain wall and high-level structure main body, comprise the some girder steels that evenly arrange in the oblique roof system plane of high-level structure main body, girder steel by steelframe, hold up arm post and frame column and flooring to support, curtain wall is located on steelframe, it is characterized in that: between described girder steel, set up steel horizontal support, the shear wall of curtain wall both sides and the tiltedly even setting in roof system junction can be transmitted some groups of steel corbels of horizontal shear and vertical load simultaneously.
2. a kind of syndeton of curtain wall as claimed in claim 1 and high-level structure main body, is characterized in that: the spacing between described steel corbel is 1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320480252.XU CN203475658U (en) | 2013-08-07 | 2013-08-07 | Connecting structure of curtain wall and high-level structural body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320480252.XU CN203475658U (en) | 2013-08-07 | 2013-08-07 | Connecting structure of curtain wall and high-level structural body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203475658U true CN203475658U (en) | 2014-03-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320480252.XU Expired - Lifetime CN203475658U (en) | 2013-08-07 | 2013-08-07 | Connecting structure of curtain wall and high-level structural body |
Country Status (1)
| Country | Link |
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| CN (1) | CN203475658U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153506A (en) * | 2014-08-27 | 2014-11-19 | 中建八局第三建设有限公司 | Structure for enabling heavy-load GRC curtain wall system and all-steel main structure to be connected |
| CN104847043A (en) * | 2015-04-23 | 2015-08-19 | 成都科创佳思科技有限公司 | Compression reinforcement skeleton structure |
| CN107653982A (en) * | 2017-09-29 | 2018-02-02 | 江苏沪宁钢机股份有限公司 | A kind of door headpin structure and its installation method for curtain wall |
| CN113338500A (en) * | 2021-06-21 | 2021-09-03 | 中建科工集团有限公司 | Connecting structure of curtain wall and steel beam and external enclosure system |
| CN113931360A (en) * | 2021-09-30 | 2022-01-14 | 上海宝冶集团有限公司 | Method for fixing curtain wall keel on I-shaped steel web |
-
2013
- 2013-08-07 CN CN201320480252.XU patent/CN203475658U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153506A (en) * | 2014-08-27 | 2014-11-19 | 中建八局第三建设有限公司 | Structure for enabling heavy-load GRC curtain wall system and all-steel main structure to be connected |
| CN104153506B (en) * | 2014-08-27 | 2016-08-31 | 中建八局第三建设有限公司 | The structure being connected with all steel agent structure for heavy load GRC Curtain Wall |
| CN104847043A (en) * | 2015-04-23 | 2015-08-19 | 成都科创佳思科技有限公司 | Compression reinforcement skeleton structure |
| CN104847043B (en) * | 2015-04-23 | 2017-01-18 | 牛移民 | Compression reinforcement skeleton structure |
| CN107653982A (en) * | 2017-09-29 | 2018-02-02 | 江苏沪宁钢机股份有限公司 | A kind of door headpin structure and its installation method for curtain wall |
| CN113338500A (en) * | 2021-06-21 | 2021-09-03 | 中建科工集团有限公司 | Connecting structure of curtain wall and steel beam and external enclosure system |
| CN113931360A (en) * | 2021-09-30 | 2022-01-14 | 上海宝冶集团有限公司 | Method for fixing curtain wall keel on I-shaped steel web |
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