CN203626097U - Long-span transverse fish-bellied steel truss-based curtain wall support system - Google Patents
Long-span transverse fish-bellied steel truss-based curtain wall support system Download PDFInfo
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- CN203626097U CN203626097U CN201320802034.3U CN201320802034U CN203626097U CN 203626097 U CN203626097 U CN 203626097U CN 201320802034 U CN201320802034 U CN 201320802034U CN 203626097 U CN203626097 U CN 203626097U
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- curtain wall
- steel truss
- support system
- fish
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 82
- 239000010959 steel Substances 0.000 title claims abstract description 82
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 13
- 239000008397 galvanized steel Substances 0.000 claims abstract description 13
- 241000251468 Actinopterygii Species 0.000 claims description 46
- 210000001015 abdomen Anatomy 0.000 claims description 25
- 210000002784 stomach Anatomy 0.000 claims description 21
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 238000005253 cladding Methods 0.000 claims description 3
- 239000011521 glass Substances 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000001105 regulatory effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 230000005484 gravity Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000013021 overheating Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model provides a long-span transverse fish-bellied steel truss-based curtain wall support system. A curtain wall comprises galvanized steel columns. The curtain wall support system adopts transverse fish-bellied steel truss structures, and fish-bellied steel trusses are arranged on the curtain wall at specified intervals. The galvanized steel columns of the curtain wall are hinged with the fish-bellied steel trusses. With the employment of the curtain wall support system of the utility model, the high requirements for force bearing of specific projects can be well satisfied.
Description
Technical field
The utility model belongs to building implements field, is specifically related to a kind of curtain wall support system based on the horizontal fish belly steel truss of large span.
Background technology
Laterally fish belly girders support system is applicable to large span greatly across the curtain wall support system of high heavy construction, as Exhibition Centers, building surface in big industrial factory etc., has reasonable stress, saves material, quick and easy for installation.
96 meters of left and right of the positive hall's horizontal span of engineering, highly exceed 40 meters, proposed very high requirement for the power supporting capacity of curtain wall and the horizontal fish belly steel truss of large span syndeton.
Utility model content
Conclude one or more aspects of the present utility model now so that basic comprehension of the present utility model, wherein this conclusion is not extensive overview of the present utility model, and is not intended to identify some key element of the present utility model, is not intended to mark its scope yet.On the contrary, the main purpose of this conclusion is to present concepts more of the present utility model with reduced form before below presenting more detailed description.
Of the present utility modelly be to provide a kind of curtain wall support system based on the horizontal fish belly steel truss of large span, to meet required power load bearing requirements.
A kind of curtain wall support system based on the horizontal fish belly steel truss of large span, curtain wall has galvanized steel column, wherein, described curtain wall support system adopts horizontal fish belly steel truss structure, above curtain wall, arrange at a certain distance fish stomach shape steel truss, galvanized steel column and the fish stomach shape steel truss of curtain wall are hinged.
Curtain wall support system based on the horizontal fish belly steel truss of large span as above, wherein, described fish stomach shape steel truss is arranged three road Tiebar structures outside its plane on orthogonal direction.
Curtain wall support system based on the horizontal fish belly steel truss of large span as above wherein, arranges every 6500mm the described fish stomach shape steel truss that 5 Pin spans are 30m above described curtain wall.
Curtain wall support system based on the horizontal fish belly steel truss of large span as above, wherein, described galvanized steel column has steel plate connector, described fish stomach shape steel truss has steel plate support, described steel plate support is mainly made up of two block plates, and described steel plate connector inserts between described two block plates and fixes.
Curtain wall support system based on the horizontal fish belly steel truss of large span as above, wherein, the insertion distance of described steel plate connector between described two block plates is 15mm capable of regulating.
Curtain wall support system based on the horizontal fish belly steel truss of large span as above, wherein, is also furnished with aluminium alloy decorative and cladding glass on described steel post.
Adopt the utility model curtain wall support system can finely meet the high request of specific engineering for power carrying.
Accompanying drawing explanation
Be described for embodiment of the present utility model in conjunction with the drawings, can understand better the utility model, in the accompanying drawings:
Fig. 1 is the structural representation of the optimum embodiment of the curtain wall support system of the utility model based on the horizontal fish belly steel truss of large span;
Fig. 2 is the sectional view along A-A direction in Fig. 1;
Fig. 3 is the enlarged diagram at B place in Fig. 1.
The specific embodiment
Below will describe the specific embodiment of the present utility model, and it is pointed out that in the specific descriptions process of these embodiments, in order to carry out brief and concise description, this manual can not all be done detailed description to all features of actual embodiment.
Below in conjunction with above-mentioned accompanying drawing, the utility model embodiment is elaborated again.
As shown in Figure 1, a kind of curtain wall support system based on the horizontal fish belly steel truss of large span of the utility model, curtain wall 0 has galvanized steel column 00, curtain wall support system adopts horizontal fish belly steel truss structure, above curtain wall 0, arrange at a certain distance fish stomach shape steel truss 1, the galvanized steel column 00 of curtain wall 0 is hinged with fish stomach shape steel truss 1.
Furthermore, as shown in the figure, fish stomach shape steel truss 1 is arranged three road Tiebar structures 11 outside its plane on orthogonal direction, in the time that span is larger, the excessive possibility that has unstability of rod member drift outside plane, laterally fish belly trussed construction adopts the outer orthogonal direction of plane to arrange that three road Tiebar structures 11 are as rock-steady structure.
Above curtain wall 0, arrange every 6500mm the fish stomach shape steel truss 1 that 5 Pin spans are 30m.Galvanized steel column and the fish stomach shape steel truss 1 of positive hall curtain wall 0 are hinged, and the gravity load of its curtain wall 0 is applied to the wind action of earth construction, curtain wall 0 from top to bottom on horizontal fish belly truss.
Referring to Fig. 2 and Fig. 3, galvanized steel column 00 has steel plate connector 2, and fish stomach shape steel truss 1 has steel plate support 12, and steel plate support 12 is mainly made up of two block plates, and steel plate connector 2 inserts between two block plates and fixes.Particularly, the insertion distance of steel plate connector 2 between two block plates is 15mm capable of regulating (± 15mm).
When Specific construction, continue referring to shown in Fig. 2 and Fig. 3, first make the steel plate connector 2 of curtain wall steel column 00 insert between two block plates of fish stomach shape steel truss 1 upper steel plate bearing 12, and then before and after upper and lower, four direction regulates steel plate connector 2(steel post 00) with steel plate support 12(fish stomach shape steel truss 1) relative position, after adjusting puts in place, fixing with steel plate washer and bolt (assembly); Then, together with steel plate washer is welded with the steel plate connector 2 of steel post, weld grinding is smooth and process outer meeting light (being fluorocarbon-sprayed in the present embodiment), this step makes the galvanized steel column 00 of positive hall curtain wall hinged with fish stomach shape steel truss 1, curtain wall 0 gravity load is applied to earth construction from top to bottom, and the wind action of curtain wall 0 is on horizontal fish belly truss; The assembly such as aluminium alloy decorative and cladding glass of steel post 00 is finally installed, is completed the installation work of whole positive hall curtain wall 0.
In implementation process, the steel plate support 12 on fish stomach shape steel truss 1 is good in factory's welding grinding process in advance, necessary accurate positioning, and whether the location that this link is related to curtain wall steel column 00 left and right directions meets engineering curtain wall lattice quality requirement; In the time that building-site is installed steel post, with fish stomach shape steel truss 1 relativeness palpus accurate positioning, in-site measurement work difficulty is large, precision prescribed is high in addition; The steel plate connector 2 of steel plate washer and steel post 00 also should be noted that and prevents steel plate overheating deforming while welding.
Numerical values recited in the present embodiment is only established for being applicable to specific engine request, there is no the meaning of any restriction.Although the utility model is illustrated in conjunction with specific embodiment, those skilled in the art will appreciate that and can make many modifications and modification to the utility model.Therefore, recognize, the intention of claims is to cover all such modifications and the modification in the utility model true spirit and scope.
Claims (6)
1. the curtain wall support system based on the horizontal fish belly steel truss of large span, curtain wall (0) has galvanized steel column (00), it is characterized in that, described curtain wall support system adopts horizontal fish belly steel truss structure, arrange at a certain distance fish stomach shape steel truss (1) in curtain wall (0) top, the galvanized steel column (00) of curtain wall (0) is hinged with fish stomach shape steel truss (1).
2. the curtain wall support system based on the horizontal fish belly steel truss of large span according to claim 1, is characterized in that, described fish stomach shape steel truss (1) is arranged three road Tiebar structures (11) outside its plane on orthogonal direction.
3. the curtain wall support system based on the horizontal fish belly steel truss of large span according to claim 2, is characterized in that, arranges the described fish stomach shape steel truss (1) that 5 Pin spans are 30m in described curtain wall (0) top every 6500mm.
4. the curtain wall support system based on the horizontal fish belly steel truss of large span according to claim 1, it is characterized in that, described galvanized steel column (00) has steel plate connector (2), described fish stomach shape steel truss (1) has steel plate support (12), described steel plate support (12) is mainly made up of two block plates, and described steel plate connector (2) inserts between described two block plates and fixes.
5. the curtain wall support system based on the horizontal fish belly steel truss of large span according to claim 4, is characterized in that, the insertion distance of described steel plate connector (2) between described two block plates is 15mm capable of regulating.
6. the curtain wall support system based on the horizontal fish belly steel truss of large span according to claim 1, is characterized in that, described steel post is also furnished with aluminium alloy decorative and cladding glass on (00).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320802034.3U CN203626097U (en) | 2013-12-09 | 2013-12-09 | Long-span transverse fish-bellied steel truss-based curtain wall support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320802034.3U CN203626097U (en) | 2013-12-09 | 2013-12-09 | Long-span transverse fish-bellied steel truss-based curtain wall support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203626097U true CN203626097U (en) | 2014-06-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320802034.3U Expired - Lifetime CN203626097U (en) | 2013-12-09 | 2013-12-09 | Long-span transverse fish-bellied steel truss-based curtain wall support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203626097U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746781A (en) * | 2015-03-06 | 2015-07-01 | 上海江河幕墙系统工程有限公司 | Large-span cable, steel truss and glass rib combined structure curtain wall and construction method thereof |
-
2013
- 2013-12-09 CN CN201320802034.3U patent/CN203626097U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746781A (en) * | 2015-03-06 | 2015-07-01 | 上海江河幕墙系统工程有限公司 | Large-span cable, steel truss and glass rib combined structure curtain wall and construction method thereof |
| CN104746781B (en) * | 2015-03-06 | 2017-03-01 | 上海江河幕墙系统工程有限公司 | A kind of large-span cable, steel truss, the construction method of Glass Rib combinative structure curtain wall |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140604 |
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| CX01 | Expiry of patent term |