CN208733881U - A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss - Google Patents
A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss Download PDFInfo
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- CN208733881U CN208733881U CN201820128932.8U CN201820128932U CN208733881U CN 208733881 U CN208733881 U CN 208733881U CN 201820128932 U CN201820128932 U CN 201820128932U CN 208733881 U CN208733881 U CN 208733881U
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Abstract
It keeps out the wind the Super High super-span single layer cable curtain wall of steel truss the utility model relates to a kind of setting multiple tracks, including steel-frame beam, Steel Frame Column, drag-line, glass panel, bolt, keep out the wind truss, stainless steel glass fixture, stainless steel cable fixture, drag-line includes lateral drag-line and vertical drag-line, Vierendeel girder and frame column form the frame connecting with building body, vertical drag-line and lateral drag-line are connect by bolt with Vierendeel girder, panel is fixed on vertical drag-line and lateral drag-line by stainless steel glass fixture, the truss that keeps out the wind is located between lateral drag-line and building body, the truss that keeps out the wind is welded with Vierendeel girder, it keeps out the wind and vertical free conduit is set on the end of truss, drag-line is fixed to each other by stainless steel cable fixture, and it is fixed in the horizontal direction with the truss that keeps out the wind, in vertical connection free to slide.The specific division of labor of each composition of the utility model can make curtain wall construction resist bigger wind load, ensure that the safety of curtain wall construction.
Description
Technical field
The utility model relates to building engineering fields, and in particular to a kind of curtain wall for high rise building.
Background technique
Curtain wall is made of panel and support system, can have certain displacement ability with respect to main structure or itself have one
Determine deformability, do not undertake the building external envelope structure that main structure is acted on, be in current large-scale tall buildings frequently with
Wall with decoration function.
For from structure composition, conventional curtain wall structure is made of panel and support system, and supporting structure is main
Rope for the steel frame being connected with building body and for fixing panel, rope is directly and beam-to-column connection.Curtain wall construction exists
Lotus path of leading under wind action is that panel load is transmitted to rope and is transmitted to frame again, and the load of conventional curtain wall structure passes
It is clear to pass path, load assignment is uniform, thus is used widely；Wherein panel is to be stressed directly component, and rope is Force transmission parts.
With the development of building, adapts to the large span curtain wall construction that architectural appearance requires and continue to bring out；Conventional curtain wall structure
With the increase of span, panel reaches the load on rope and also constantly increases, since rigidity is smaller outside rope network plane, when load is very big
When, very large deformation can occur for rope net, if Suo Fasheng is destroyed, curtain wall construction will be destroyed, to endanger personal safety.Therefore it passes
The Path of Force Transfer of curtain wall construction of uniting and the deformation of rope limit the increase of curtain wall span, are difficult to realize the curtain wall construction of large span.
The increase of construction period increase and cost is also resulted in simultaneously.
Utility model content
The purpose of this utility model is that: conventional curtain wall structural disadvantages are directed to, novel being provided with of one kind is proposed and keeps out the wind
The single layer cable curtain wall of steel truss, the curtain wall construction are limited the deformation of drag-line, are mentioned by supporting role of the truss to drag-line of keeping out the wind
The high safety of curtain wall construction, and then realize the curtain wall construction of large span.
To achieve the above object, the utility model provides the following technical solutions:
A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss, including steel-frame beam, steel framework
Trestle, drag-line, glass panel, bolt, the truss that keeps out the wind, stainless steel glass fixture, the drag-line is including lateral drag-line and vertically
Drag-line, the Vierendeel girder and frame column form the frame connecting with building body, and vertical drag-line and lateral drag-line pass through bolt
It is connect with Vierendeel girder, panel is fixed on vertical drag-line and lateral drag-line by stainless steel glass fixture, and the truss that keeps out the wind is located at cross
To between drag-line and building body, the both ends of the truss that keeps out the wind and Vierendeel girder are welded, on the end of the truss that keeps out the wind
Vertical free conduit is set, and the drag-line is fixed to each other by the stainless steel cable fixture, and with the truss that keeps out the wind in water
Square to fixation, in vertical connection free to slide.
Preferably, vertical free conduit is set on the end of the truss that keeps out the wind, and the drag-line passes through the stainless steel
Bracing cable clamp is fixed to each other, and fixes in the horizontal direction with the truss that keeps out the wind, in vertical connection free to slide.
The utility model has the beneficial effects that:
The utility model compared with prior art, has the advantage that
(1) division of labor of structural system component part is clear.Curtain wall construction proposed by the present invention includes panel, drag-line and purlin of keeping out the wind
Frame three parts, panel mainly play a part of directly to bear wind load and decoration；Drag-line is mainly used as fixed panel and transmits lotus
It carries；The truss that keeps out the wind for drag-line provides support, prevents drag-line from occurring large deformation under load action, while by fractional load on drag-line
Building body is reached, prevents the bolt for connecting drag-line with building body from destroying.Each specific division of labor of composition can make curtain
Wall construction resists bigger wind load, ensure that the safety of curtain wall construction.
(2) curtain wall construction of large span is realized.The limitation that the truss that keeps out the wind deforms drag-line, and drag-line internal force is divided
Lead, overcome conventional curtain wall structure because wind action downhaul deformation it is excessive due to cannot achieve large span curtain wall the shortcomings that.
Therefore on the basis of conventional curtain wall the truss that keeps out the wind innovatively is arranged, by keeping out the wind in the present invention between drag-line and building body
The restriction effect of truss reaches the design idea for realizing large span curtain wall construction.
(3) construction period and cost are reduced.Conventional curtain wall structure, since span can not increase, long construction period, material is used
Amount increases, construction period and higher cost；The single layer cable curtain wall proposed by the present invention for being provided with the truss that keeps out the wind can increase curtain
Wall span reduces the construction period.
(4) safety is improved.Conventional curtain wall structure, load reach drag-line by panel, will cause drag-line deformation and increase, then by
Load is reached building body by drag-line, and the bolt that drag-line is connect with building body will be born larger load, therefore conventional curtain wall knot
There are drag-lines to deform security risk at excessive and bolt load-bearing excessive two for structure.Curtain wall construction proposed by the present invention, the deformation of drag-line
The truss that kept out the wind limitation, while the truss that keeps out the wind shares the load on the drag-line of part, reduces bolt load, therefore the present invention mentions
Curtain wall construction out eliminates security risk of the conventional curtain wall structure at drag-line and bolt, improves the safety of curtain wall construction
Property.
(5) binding effect outside plane can be reached by the way that vertical free conduit will be arranged between vertical drag-line and the truss that keeps out the wind
While, realizing can vertically allow it to pass freely through the beneficial effect for reducing frictional force.
Detailed description of the invention
Fig. 1 is the utility model cable curtain wall structural plan schematic diagram.
Fig. 2 is the utility model cable curtain wall structural facades schematic diagram.
Fig. 3 is truss elevational schematic view of keeping out the wind.
Fig. 4, which is that drag-line is perpendicular, cuts open standard nodes schematic diagram.
Fig. 5 is keep out the wind truss and drag-line connection schematic diagram.
In appended drawing reference: 1- steel-frame beam, 2- Steel Frame Column, the vertical drag-line of 3-, 4- transverse direction drag-line, 5- glass panel, 6-
Bolt, 7- keep out the wind truss, 8- weather-resistant glue & foam rods, 9- stainless steel square clamp, 10- stainless steel cable fixture, 11- vertically from
By conduit.
Specific embodiment
A kind of multiple tracks that is provided with is kept out the wind the Super High super-span single layer cable curtain wall of steel truss, including steel-frame beam 1, is drawn
Rope, glass panel 5, bolt 6, the truss 7 that keeps out the wind, stainless steel square clamp 9, stainless steel cable fixture 10, drag-line include vertical draw
Rope 3 and lateral drag-line 4, Vierendeel girder 1 and frame column 2 form the frame connecting with building body, vertical drag-line 3 and lateral drag-line 4
It is connect by bolt 6 with Vierendeel girder 1, glass panel 5 is fixed on vertical drag-line 3 and lateral drag-line by stainless steel glass fixture 9
On 4, the truss 7 that keeps out the wind is located between lateral drag-line 4 and building body, keep out the wind 7 both ends of truss and the welding of Vierendeel girder 1, vertical drag-line 3
Stainless steel cable fixture 10 is set between the truss 7 that keeps out the wind.
It keeps out the wind and vertical free conduit 11 is set on the end of truss 7, the vertical drag-line 3 and lateral drag-line 4 pass through stainless
Steel cable fixture 10 is fixed to each other, and fixes in the horizontal direction with the truss 7 that keeps out the wind, in vertical connection free to slide.By that will keep off
Be arranged on the end of wind truss 7 vertical free conduit 11 can reach plane outside binding effect while, realizing vertically can be with
It allows it to pass freely through the beneficial effect of reduction frictional force and (because of Super High super-span, deformation outward is put down greatly, if passed through
Keep out the wind truss 7 that device it is bad, will lead to that frictional force is big, and prestressing force has loss, to stress outside cable curtain wall plane
It can be unfavorable).
Weather-resistant glue foam rods 8 are lined between glass panel 5 and stainless steel glass fixture 9, in panel 5 and stainless steel glass
Weather-resistant glue foam rods 8 are lined between fixture 9, to prevent stainless steel glass glass fixture 9 from damaging to glass panel 5.
Structure of the invention system working procedure:
1, frame column 2 is carried out first to construct.
2, it carries out Vierendeel girder 1 to construct, preliminarily forms scaffold.
3, the truss 7 that will keep out the wind is welded on Vierendeel girder 1.
4, vertical drag-line 3 and lateral drag-line 4 are fixed by bolts on Vierendeel girder 1.
5, panel construction is carried out, glass panel 5 is fixed on vertical drag-line 3 by stainless steel glass fixture 9 and is laterally drawn
On rope 4, construction is completed.
Claims (1)
- The Super High super-span single layer cable curtain wall of steel truss 1. a kind of setting multiple tracks is kept out the wind, it is characterised in that: including steel framework It sets a roof beam in place, Steel Frame Column, drag-line, glass panel, bolt, the truss that keeps out the wind, stainless steel glass fixture, the drag-line includes laterally drawing Rope and vertical drag-line, the Vierendeel girder and frame column form the frame connecting with building body, vertical drag-line and lateral drag-line It is connect by bolt with Vierendeel girder, panel is fixed on vertical drag-line and lateral drag-line by stainless steel glass fixture, purlin of keeping out the wind Frame is located between lateral drag-line and building body, and the both ends of the truss that keeps out the wind and Vierendeel girder weld, the truss that keeps out the wind End on vertical free conduit is set, the drag-line is fixed to each other by the stainless steel glass fixture, and is kept out the wind with described Truss is fixed in the horizontal direction, in vertical connection free to slide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820128932.8U CN208733881U (en) | 2018-01-25 | 2018-01-25 | A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820128932.8U CN208733881U (en) | 2018-01-25 | 2018-01-25 | A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss |
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| Publication Number | Publication Date |
|---|---|
| CN208733881U true CN208733881U (en) | 2019-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820128932.8U Active CN208733881U (en) | 2018-01-25 | 2018-01-25 | A kind of setting multiple tracks is kept out the wind the Super High super-span single layer cable curtain wall of steel truss |
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| Country | Link |
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| CN (1) | CN208733881U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022134528A1 (en) * | 2021-04-23 | 2022-06-30 | 中建三局第二建设工程有限责任公司 | Wind-break wall for desert area |
-
2018
- 2018-01-25 CN CN201820128932.8U patent/CN208733881U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022134528A1 (en) * | 2021-04-23 | 2022-06-30 | 中建三局第二建设工程有限责任公司 | Wind-break wall for desert area |
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| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Huang Chaohui Inventor after: An Xiaokui Inventor after: Wang Hao Inventor after: Chen Weiwei Inventor after: Xu Shilei Inventor after: Liu Bin Inventor after: Chen Jian Inventor after: Zhu Yingbin Inventor after: Zhu Qiqiang Inventor after: Gong Fei Inventor after: Wang Hanqin Inventor after: Li Pin Inventor after: Li Ting Inventor after: Yu Yong Inventor after: Chen Yanzhou Inventor after: Wu Ling Inventor after: Wang Limin Inventor after: Luo Jian Inventor after: Zhu Jianzhong Inventor after: Yue Kexi Inventor after: Zhou Hujun Inventor after: Wei Jun Inventor before: Huang Chaohui Inventor before: Wang Hao Inventor before: Chen Weiwei Inventor before: Xu Shilei Inventor before: Liu Bin Inventor before: Chen Jian Inventor before: Zhu Yingbin Inventor before: Zhu Qiqiang Inventor before: Gong Fei Inventor before: Wang Hanqin Inventor before: Li Ting Inventor before: Li Pin Inventor before: Yu Yong Inventor before: Chen Yanzhou Inventor before: Wu Ling Inventor before: Wang Limin Inventor before: Luo Jian Inventor before: Zhu Jianzhong Inventor before: Yue Kexi Inventor before: Wei Jun Inventor before: An Xiaokui |