CN204475593U - Support structure installed by a kind of curtain wall - Google Patents
Support structure installed by a kind of curtain wall Download PDFInfo
- Publication number
- CN204475593U CN204475593U CN201420807227.2U CN201420807227U CN204475593U CN 204475593 U CN204475593 U CN 204475593U CN 201420807227 U CN201420807227 U CN 201420807227U CN 204475593 U CN204475593 U CN 204475593U
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- CN
- China
- Prior art keywords
- curtain wall
- fixed
- mobile jib
- adjustable support
- agent structure
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- Expired - Fee Related
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- Load-Bearing And Curtain Walls (AREA)
Abstract
Support structure installed by a kind of curtain wall that the utility model belongs to Building Curtain Wall Structures field, technical scheme is: horizontal adjustable support bar is vertically fixed on internal layer curtain wall agent structure keel, described horizontal adjustable support bar is made up of mobile jib and secondary bar, one end of described secondary bar inserts formation drawing and pulling type combination in mobile jib and mutual bolt is fixed, and the other end and the outer curtain wall agent structure keel of described secondary bar are fixed; One end of described mobile jib is inserted by described secondary bar, and the other end is fixed by root fixed head and described internal layer curtain wall agent structure keel.The beneficial effects of the utility model are: by the scalability of horizontal adjustable support bar, regulate its brachium, thus meet the installation requirement of different ectonexine curtain wall spacing.Meanwhile, the horizontal adjustable support bar in the utility model also doublely can do the supporting member of scaffold.
Description
Technical field
The utility model belongs to building engineering field, particularly relates to a kind of curtain wall construction.
Background technology
Double-layer curtain wall is also known as passage of heat curtain wall, type of respiration curtain wall, ventilation type curtain wall, energy-saving curtain wall etc.Formed by internal layer curtain wall and outer combined curtain wall, form the air cushioning layer between an indoor and outdoor between the two.Generally, be made up of keel frame in outer curtain wall agent structure, outer unit plates of curtain wall is arranged in outer curtain wall agent structure.When same building thing there being the width of different air cushioning layers, namely when the spacing between internal layer curtain wall and outer curtain wall is for change, need the connector customizing many different sizes and length, connect internal layer curtain wall and outer curtain wall, the efficiency of engineering batch production cannot be improved.In addition, outer curtain wall often overlaps from bottom to top, and needs to set up full hall scaffold construction and installation.When central city building operations, often need integer support protective screening, traditional method adopts full hall scaffold to hang protective screening outward, and when building operations is complete, needs to remove whole protective equipment, waste time and energy.
Utility model content
The technical problem that the utility model solves is to provide a kind of curtain wall and installs support structure, it can use standardized structural element to connect the connection of different ectonexine curtain wall spacing, meanwhile, setting up of scaffold can be reduced in the process of installing again, facilitate workman to construct and security protection.
The technical solution of the utility model is: horizontal adjustable support bar is vertically fixed on internal layer curtain wall agent structure keel, described horizontal adjustable support bar is made up of mobile jib and secondary bar, one end of described secondary bar inserts formation drawing and pulling type combination in mobile jib and mutual bolt is fixed, and the other end and the outer curtain wall agent structure keel of described secondary bar are fixed; One end of described mobile jib is inserted by described secondary bar, and the other end is fixed by root fixed head and described internal layer curtain wall agent structure keel.
Certainly, in such scheme, mobile jib insert in secondary bar formed drawing and pulling type combination and mutual bolt fix also can solve the utility model solve technical problem.Namely another kind of technical scheme is: horizontal adjustable support bar is vertically fixed on internal layer curtain wall agent structure keel, described horizontal adjustable support bar is made up of mobile jib and secondary bar, one end of described mobile jib is inserted in secondary bar and is formed drawing and pulling type combination and mutual bolt is fixed, the other end of described mobile jib with fixed by root fixed head and described internal layer curtain wall agent structure keel; One end of described secondary bar is inserted by described mobile jib, and the other end and outer curtain wall agent structure keel are fixed.
Root fixed head can adopt existing any technology such as pre-buried iron plate or threaded rod to fix according to building actual conditions.Adopt drawing and pulling type due to mobile jib and secondary bar and fix, so can determine pull distance flexibly according to building demand, i.e. the mobile jib of the uniform length of available batch production and secondary bar realize the connection of the different spacing of ectonexine curtain wall.The connection of horizontal adjustable support bar and outer curtain wall agent structure can adopt any connected mode of the prior art, as bolt, welding etc.
In common buildings engineering; multiple horizontal adjustable support bar is adopted to be arranged in internal layer curtain wall agent structure; form array; when the length of horizontal adjustable support bar meets the length of the construction space of constructor; and bearing capacity is when meeting working load; can two adjustable support bar lateral separations or between the upper and lower every between can set up simple and easy construction station plate or temporary construction ladder; can provide support constructor's erect position; also can the safety rope of construction worker be locked on it, play the protective effect to workman.By the enforcement of this technology, can reduce setting up and dismounting after constructing of scaffold in a large number, the installation for outer curtain wall provides mode of operation quickly and easily.
The beneficial effects of the utility model are: by the scalability of horizontal adjustable support bar, regulate its brachium, thus meet the installation requirement of different ectonexine curtain wall spacing.Meanwhile, the horizontal adjustable support bar in the utility model also doublely can do the supporting member of scaffold.
Accompanying drawing explanation
Below in conjunction with accompanying drawing and specific implementation method, the utility model will be further described.
Fig. 1 is the elevational schematic view of horizontal adjustable support bar.
Fig. 2 is the arranged in arrays schematic diagram of horizontal adjustable support bar.
Detailed description of the invention
The utility model adopts a kind of combined mounting structure part, as shown in Figure 1: respectively by horizontal adjustable support bar, outer curtain wall agent structure keel 4, the components such as connecting bolt, root fixed head 3 form jointly, root fixed head 3 adopts pre-buried iron plate and internal layer curtain wall agent structure keel to fix, certainly, also other existing modes such as threaded rod can be able to be adopted to fix according to building actual conditions.In Fig. 1, horizontal adjustable support bar and root fixed head 3 adopt and are welded and fixed.Horizontal adjustable support bar divides mobile jib 1 and secondary bar 2 two parts, and mobile jib 1 and secondary bar 2 adopt bolt to fix, and drawing and pulling type combines, can according to building demand determination pull distance.The other end of secondary bar is a U-type groove mouth, notch with secondary bar 2 for prefabrication welding manner is connected.U-type groove mouth and outer curtain wall agent structure keel 4 adopt bolt to fix.Herein, the connection of secondary bar and outer curtain wall agent structure keel is only a kind of and illustrates, existing any technology can be adopted to complete.Be only a kind of signal in figure, also can insert the combination of secondary bar drawing and pulling type by mobile jib.
As shown in Figure 2, horizontal adjustable support bar with square matrix arranged in form in external wall agent structure, when the length of horizontal adjustable support bar and bearing capacity meet the requirement of constructing operation face and working load, simple and easy construction station plate can be built between the horizontal adjustable support bar of same layer, also oblique construction ladder can be built by staggered floor, constructability personnel construct, and have the effect of scaffold concurrently simultaneously.The safety rope lock of construction worker also can be temporarily fixed on horizontal adjustable support bar, plays the protective effect to workman.
Above a kind of scheme that the utility model is implemented to provide is introduced in detail, for one of ordinary skill in the art, according to the thought of the utility model embodiment, all will change in specific embodiments and applications.In sum, this description should not be construed as restriction of the present utility model, and all any changes made according to the utility model design philosophy are all within protection domain of the present utility model.
Claims (2)
1. support structure installed by a curtain wall, it is characterized in that: horizontal adjustable support bar is vertically fixed on internal layer curtain wall agent structure keel, described horizontal adjustable support bar is made up of mobile jib and secondary bar, one end of described secondary bar inserts formation drawing and pulling type combination in mobile jib and mutual bolt is fixed, and the other end and the outer curtain wall agent structure keel of described secondary bar are fixed; One end of described mobile jib is inserted by described secondary bar, and the other end is fixed by root fixed head and described internal layer curtain wall agent structure keel.
2. support structure installed by a curtain wall, it is characterized in that: horizontal adjustable support bar is vertically fixed on internal layer curtain wall agent structure keel, described horizontal adjustable support bar is made up of mobile jib and secondary bar, one end of described mobile jib is inserted in secondary bar and is formed drawing and pulling type combination and mutual bolt is fixed, the other end of described mobile jib with fixed by root fixed head and described internal layer curtain wall agent structure keel; One end of described secondary bar is inserted by described mobile jib, and the other end and outer curtain wall agent structure keel are fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420807227.2U CN204475593U (en) | 2014-12-19 | 2014-12-19 | Support structure installed by a kind of curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420807227.2U CN204475593U (en) | 2014-12-19 | 2014-12-19 | Support structure installed by a kind of curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475593U true CN204475593U (en) | 2015-07-15 |
Family
ID=53631395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420807227.2U Expired - Fee Related CN204475593U (en) | 2014-12-19 | 2014-12-19 | Support structure installed by a kind of curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475593U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740510A (en) * | 2017-11-15 | 2018-02-27 | 林莉 | Assembled for skyscraper fills wall and assembly method |
| CN108775099A (en) * | 2018-07-28 | 2018-11-09 | 江苏广源幕墙工程有限公司 | A kind of glass curtain wall mounting structure |
| CN110274747A (en) * | 2019-06-14 | 2019-09-24 | 浙江大学 | A kind of gallery type double-layer curtain wall model in wind tunnel device of adjustable volume |
| WO2019196007A1 (en) * | 2018-04-10 | 2019-10-17 | 侯志峰 | Suspended rhombic aluminum veneer shading curtain wall for textile enterprise exhibition hall |
| CN112854563A (en) * | 2021-01-18 | 2021-05-28 | 沈正伟 | Open type double-layer curtain wall system and using method thereof |
-
2014
- 2014-12-19 CN CN201420807227.2U patent/CN204475593U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740510A (en) * | 2017-11-15 | 2018-02-27 | 林莉 | Assembled for skyscraper fills wall and assembly method |
| WO2019196007A1 (en) * | 2018-04-10 | 2019-10-17 | 侯志峰 | Suspended rhombic aluminum veneer shading curtain wall for textile enterprise exhibition hall |
| CN108775099A (en) * | 2018-07-28 | 2018-11-09 | 江苏广源幕墙工程有限公司 | A kind of glass curtain wall mounting structure |
| CN110274747A (en) * | 2019-06-14 | 2019-09-24 | 浙江大学 | A kind of gallery type double-layer curtain wall model in wind tunnel device of adjustable volume |
| CN112854563A (en) * | 2021-01-18 | 2021-05-28 | 沈正伟 | Open type double-layer curtain wall system and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 Termination date: 20181219 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |