CN202718234U - Hanging support steel structure - Google Patents
Hanging support steel structure Download PDFInfo
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- CN202718234U CN202718234U CN 201220404369 CN201220404369U CN202718234U CN 202718234 U CN202718234 U CN 202718234U CN 201220404369 CN201220404369 CN 201220404369 CN 201220404369 U CN201220404369 U CN 201220404369U CN 202718234 U CN202718234 U CN 202718234U
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- support
- support tube
- accentric
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- suspension
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 46
- 239000010959 steel Substances 0.000 title claims abstract description 46
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 6
- 239000004567 concrete Substances 0.000 claims abstract description 5
- 239000000725 suspension Substances 0.000 claims description 31
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 6
- 238000000034 method Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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Abstract
The utility model relates to a hanging support steel structure which comprises three parts which are a support cylinder, a hanging system and a hanging substructure. The hanging system is supported on the support cylinder. The hanging substructure is hung on the hanging system. The plane arrangement of the support cylinder is in a cross shape. The support cylinder comprises twelve concrete-filled steel tube columns and eccentric supports. The eccentric supports are arranged on four end portions which are in the cross shape of the support cylinder. The eccentric supports are also respectively arranged on four stand faces on the middle portion of the cross shape of the support cylinder. The arranging directions of the eccentric supports meet the using requirements of building space. Or the support cylinder just comprises a steel reinforced concrete core cylinder. The hanging support steel structure can effectively improve the using efficiency of lower space. The hanging support steel structure can be used for overhanging a large building structure, and is reasonable in design, convenient and practical.
Description
Technical field
The utility model is a kind of suspension strut steel work, and a kind of suspension strut steel work that is applicable to particularly belongs to the renovation technique of suspension strut steel work.
Background technology
Existing some building shape is unique, and construction bottom is penetrating visual space, and high building divides several minor structure sections, and along spiral rising all around, the large bay that each minor structure partly has 15m*15m uses function on each minor structure section facade.To adopt conventional structural system be uneconomic satisfying under the prerequisite of building function, even difficult the realization.
The utility model content
The purpose of this utility model is to consider the problems referred to above and a kind of utilization ratio suspension strut steel work that can effectively solve lower space is provided.The utility model can be used for the larger building structure of encorbelmenting, and is reasonable in design, convenient and practical.
The technical solution of the utility model is: suspension strut steel work of the present utility model, include support tube, suspension system and suspension minor structure three parts, and wherein suspension system is supported on the support tube, hangs minor structure and is suspended on the suspension system.
Above-mentioned support tube layout is " ten " word, formed by 12 steel core concrete columns and accentric support, wherein four ends of " ten " font of support tube are provided with accentric support, and four facades at the middle part of " ten " font of support tube also arrange respectively accentric support.
The support tube that above-mentioned layout is " ten " word is provided with for four ring beams that improve the 45 oblique lateral resisting performances of degree and raising structural integrity at the floor position periphery.
Above-mentioned accentric support is the steel accentric support.
The accentric support that four ends of " ten " font of above-mentioned support cylinder arrange is Eight characters shaped steel accentric support, and the accentric support of four facade settings at the middle part of " ten " font of support tube is eight monocline bar accentric supports.
Above-mentioned support tube is comprised of the steel reinforced concrete Core Walls Structure separately.
Above-mentioned suspension minor structure includes and hangs truss, hanging column, suspended floors, pedestal, and wherein above-mentioned support tube is packed on the pedestal, and suspended floors is connected with support tube, and hanging column is connected with suspended floors, hangs truss and is connected with hanging column.
The utility model hangs steel structure column because the upper support truss is passed through in employing, and hangs the structure that the bottom floor comes the implementation structure power transmission by steel structure column, has solved the utilization ratio suspension strut steel work that can effectively solve lower space.The utility model can be used for the larger building structure of encorbelmenting, and solution destroys integrality and the reasonability problem of structural system because of building function or moulding, makes structural system possess complete, symmetrical and succinct characteristics.The utility model is that a kind of design is ingenious, function admirable, convenient and practical suspension strut steel work.
Description of drawings
Fig. 1 is plane distribution schematic diagram of the present utility model.
Fig. 2 is the structural representation of the utility model embodiment 1.
Fig. 3 is the structural representation of the utility model embodiment 2.
The specific embodiment
Embodiment 1:
Structural representation of the present utility model as shown in Figure 1, suspension strut steel work of the present utility model, include support tube 1, suspension system 2 and hang minor structure 3 three parts, wherein suspension system 2 is supported on the support tube 1, hangs minor structure 3 and is suspended on the suspension system 2.The structure of support tube 1 of the present utility model can be comprised of clean steel pipe concrete column and steel accentric support, and the suspension system at top 2 is comprised of steel work, and hanging minor structure 3 is steel framed structure.
Above-mentioned support tube 1 layout is " ten " word, formed by 12 steel core concrete columns 4 and accentric support 5, wherein four ends 7 of " ten " font of support tube 1 are provided with accentric support 5, and four facades at the middle part 8 of " ten " font of support tube 1 also arrange respectively accentric support 5.The setting party of accentric support 5 is to the instructions for use of satisfying architectural space.Be to increase by the 45 oblique lateral resisting performances of degree of " ten " word support tube and improve structural integrity, at the floor position periphery of support tube 1 four ring beams are set.
The support tube 1 that above-mentioned layout is " ten " word is provided with for four ring beams 10 that improve the 45 oblique lateral resisting performances of degree and raising structural integrity at the floor position periphery.As shown in Figure 2.
Above-mentioned accentric support 5 is the steel accentric support.
The accentric support 5 that four ends 7 of " ten " font of above-mentioned support tube 1 arrange is Eight characters shaped steel accentric support, and the accentric support 5 of four facade settings at the middle part 8 of " ten " font of support tube 1 is eight monocline bar accentric supports.
Above-mentioned suspension minor structure 3 includes and hangs truss 11, hanging column 12, suspended floors 13, pedestal 9, wherein above-mentioned support tube 1 is packed on the pedestal 9, suspended floors 13 is connected with support tube 1, and hanging column 12 is connected with suspended floors 13, hangs truss 11 and is connected with hanging column 12.Hang minor structure 3 truss that is draped and suspend in midair by steel column, be conducive to reduce the steel column cross section, certain economy is arranged.
In the present embodiment, the utility model takes full advantage of the suitable loading characteristic of vertical load that bears at the cantilever truss two ends, is beneficial to the Internal Force of Truss balance, plays the effect of self equilibrium systems.Be conducive to reduce the steel column cross section, have certain economy.
The utility model is applicable to be no more than 7 degree (0.15g), and 100 years wind reference pressures are no more than the area of 0.5kPa, and elevation of building requires penetrating functional requirement.This structure has the large space of 15m*15m, and each minor structure can go site assembly to install in factory process, and production efficiency is high, advantage easy for installation.
Embodiment 2:
Structural representation of the present utility model as shown in Figure 3, above-mentioned support tube 1 is comprised of steel reinforced concrete Core Walls Structure 6 separately, the difference of the present embodiment and embodiment 1 is that the support tube 1 among Fig. 2 is shaped steel, steel reinforced concrete Core Walls Structure 6 shown in Figure 3 is steel reinforced concrete walls.
Claims (7)
1. suspension strut steel work, include support tube (1), suspension system (2) and hang minor structure (3) three parts, wherein suspension system (2) is supported on the support tube (1), hangs minor structure (3) and is suspended on the suspension system (2).
2. suspension strut steel work according to claim 1, it is characterized in that above-mentioned support tube (1) layout is " ten " word, formed by 12 steel core concrete columns (4) and accentric support (5), wherein four ends (7) of " ten " font of support tube (1) are provided with accentric support (5), and four facades at the middle part (8) of " ten " font of support tube (1) also arrange respectively accentric support (5).
3. suspension strut steel work according to claim 2 is characterized in that above-mentioned layout is the support tube of " ten " word (1) and is provided with for four ring beams (10) that improve the 45 oblique lateral resisting performances of degree and raising structural integrity at the floor position periphery.
4. suspension strut steel work according to claim 2 is characterized in that above-mentioned accentric support (5) is the steel accentric support.
5. suspension strut steel work according to claim 4, it is characterized in that the accentric support (5) that four ends (7) of " ten " font of above-mentioned support cylinder (1) arrange be Eight characters shaped steel accentric support, the accentric support (5) of four facades settings at the middle part (8) of " ten " font of support tube (1) is eight monocline bar accentric supports.
6. suspension strut steel work according to claim 1 is characterized in that above-mentioned support tube (1) is comprised of steel reinforced concrete Core Walls Structure (6) separately.
7. according to claim 1 to 6 each described suspension strut steel work, it is characterized in that above-mentioned suspension minor structure (3) includes suspension truss (11), hanging column (12), suspended floors (13), pedestal (9), wherein above-mentioned support tube (1) is packed on the pedestal (9), suspended floors (13) is connected with support tube (1), hanging column (12) is connected with suspended floors (13), hangs truss (11) and is connected with hanging column (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220404369 CN202718234U (en) | 2012-08-15 | 2012-08-15 | Hanging support steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220404369 CN202718234U (en) | 2012-08-15 | 2012-08-15 | Hanging support steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202718234U true CN202718234U (en) | 2013-02-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220404369 Expired - Fee Related CN202718234U (en) | 2012-08-15 | 2012-08-15 | Hanging support steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202718234U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178434A (en) * | 2015-06-08 | 2015-12-23 | 天津住宅集团建设工程总承包有限公司 | A hollow suspended building structure, building and ring-shaped building |
| CN108755966A (en) * | 2018-08-10 | 2018-11-06 | 大连理工大学 | Prefabricated super high-rise core tube suspension structure system |
| CN110616809A (en) * | 2019-09-29 | 2019-12-27 | 中国建筑第八工程局有限公司 | Construction method of suspended building structure |
| CN113718955A (en) * | 2021-08-17 | 2021-11-30 | 中建科工集团有限公司 | Construction method of giant asymmetric suspension pure steel structure tower |
| CN114991106A (en) * | 2022-07-01 | 2022-09-02 | 湖北海洋工程装备研究院有限公司 | Platform floats outward |
-
2012
- 2012-08-15 CN CN 201220404369 patent/CN202718234U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178434A (en) * | 2015-06-08 | 2015-12-23 | 天津住宅集团建设工程总承包有限公司 | A hollow suspended building structure, building and ring-shaped building |
| CN105178434B (en) * | 2015-06-08 | 2017-09-29 | 天津住宅集团建设工程总承包有限公司 | A hollow suspended building structure, building and ring-shaped building |
| CN108755966A (en) * | 2018-08-10 | 2018-11-06 | 大连理工大学 | Prefabricated super high-rise core tube suspension structure system |
| CN108755966B (en) * | 2018-08-10 | 2023-09-29 | 大连理工大学 | Assembled super high-rise core tube suspension structure system |
| CN110616809A (en) * | 2019-09-29 | 2019-12-27 | 中国建筑第八工程局有限公司 | Construction method of suspended building structure |
| CN113718955A (en) * | 2021-08-17 | 2021-11-30 | 中建科工集团有限公司 | Construction method of giant asymmetric suspension pure steel structure tower |
| CN114991106A (en) * | 2022-07-01 | 2022-09-02 | 湖北海洋工程装备研究院有限公司 | Platform floats outward |
| CN114991106B (en) * | 2022-07-01 | 2024-01-16 | 湖北海洋工程装备研究院有限公司 | Outward floating platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: SHENZHEN AUBE ARCHITECTURAL ENGINEERING DESIGN CO., LTD. Document name: Notification of Termination of Patent Right |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130206 Termination date: 20160815 |