CN201420400Y - Supporting structure of towering reticulated shell structure - Google Patents
Supporting structure of towering reticulated shell structure Download PDFInfo
- Publication number
- CN201420400Y CN201420400Y CN2009200689841U CN200920068984U CN201420400Y CN 201420400 Y CN201420400 Y CN 201420400Y CN 2009200689841 U CN2009200689841 U CN 2009200689841U CN 200920068984 U CN200920068984 U CN 200920068984U CN 201420400 Y CN201420400 Y CN 201420400Y
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- China
- Prior art keywords
- towering
- shell structure
- steel
- utility
- latticed shell
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Abstract
The utility model relates to a supporting structure of a towering reticulated shell structure, which is characterized by being vertically provided with a plurality of lattice columns. A steel beam isconnected between every two lattice columns, and a prestress steel wire rope is respectively connected between every two steel beams and between every two lattice columns. The utility model comprehensively solves the problem of stable structure in the construction process of the towering reticulated shell structure. Compared with the traditional vertical supporting system, the utility model has little steel consumption, strong pertinence and reasonable and uniform system stress. For being a stable system per se, the steel frame prestress steel wire rope system can be erected in advance.
Description
Technical field:
The utility model relates to a kind of support structure system, particularly at the braced structures of towering latticed shell structure.
Background technology:
The utilization of latticed shell structure is more and more in modern building design, profile also is very strange, be characteristics mainly with large span, large space, at emerging towering latticed shell structure in recent years, traditional construction technology can not adapt to the requirement of latticed shell structure development, must explore new construction technology.Present stage latticed shell structure mainly based on large span, large space, construction technology also is that full hall pin hand supports in conjunction with vertical applied forces such as steel pipe supports substantially is the technology of main support system.Along with the development that latticed shell structure makes rapid progress, face emerging towering latticed shell structure in recent years, can not adapt to the requirement of latticed shell structure development based on the support system of vertical applied force.
Summary of the invention:
The purpose of this utility model is to provide a kind of braced structures of towering latticed shell structure.
To achieve these goals, the technical solution of the utility model is as follows: the braced structures of towering latticed shell structure, it is characterized in that this braced structures vertically is provided with many lattice columns, be connected with girder steel between the lattice column, all be connected with prestress rope between the girder steel and between the lattice column.
Constitutionally stable problem in the towering steel screen structure construction procedure of the comprehensive solution of the utility model.Vertically its steel using amount of support system is less, with strong points, system is stressed rationally evenly to compare tradition.Because steel frame prestress rope system self is that stabilising system more can be set up in advance.
Description of drawings:
Fig. 1 is a structural representation of the present utility model, and Fig. 2 is a partial schematic diagram,
The specific embodiment:
Below in conjunction with drawings and Examples the utility model is elaborated.
The braced structures of towering latticed shell structure is characterized in that this braced structures comprises the many lattice columns 1 of vertical setting, is horizontally connected with girder steel 2 between the lattice column 1, is connected with prestress rope 3 between the lattice column 1, is connected with prestress rope 3 between the girder steel 2.
As shown in Figure 1, on building foundation, be provided with many lattice columns 1, be connected with girder steel 2 between the lattice column 1, all be connected with prestress rope 3 between the girder steel 2 and between the lattice column 1, with the reinforced frame structure and lateral stability is provided.
Support system can be built in by this towering latticed shell structure, also can intert to be built in this towering latticed shell structure.Towering latticed shell structure is made of steel member 4, is connected with horizontal connector 5 between the braced structures of this towering latticed shell structure and the steel member 4, forms the stable structure system.After building, support system can be cut off this steel work.
Claims (2)
1, the braced structures of towering latticed shell structure is characterized in that this braced structures vertically is provided with many lattice columns, is connected with girder steel between the lattice column, all is connected with prestress rope between the girder steel and between the lattice column.
2, the braced structures of towering latticed shell structure as claimed in claim 1 is characterized in that towering latticed shell structure is made of the steel member, is connected with horizontal connector between the braced structures of this towering latticed shell structure and the steel member, forms the stable structure system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200689841U CN201420400Y (en) | 2009-03-17 | 2009-03-17 | Supporting structure of towering reticulated shell structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200689841U CN201420400Y (en) | 2009-03-17 | 2009-03-17 | Supporting structure of towering reticulated shell structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201420400Y true CN201420400Y (en) | 2010-03-10 |
Family
ID=41807052
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200689841U Expired - Fee Related CN201420400Y (en) | 2009-03-17 | 2009-03-17 | Supporting structure of towering reticulated shell structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201420400Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561705A (en) * | 2010-12-31 | 2012-07-11 | 上海市机械施工有限公司 | Group-cable tensioning process |
| CN102912989A (en) * | 2012-11-14 | 2013-02-06 | 淮海工学院 | Installation method for steel reticulated shell and cable dome combined structure |
-
2009
- 2009-03-17 CN CN2009200689841U patent/CN201420400Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561705A (en) * | 2010-12-31 | 2012-07-11 | 上海市机械施工有限公司 | Group-cable tensioning process |
| CN102912989A (en) * | 2012-11-14 | 2013-02-06 | 淮海工学院 | Installation method for steel reticulated shell and cable dome combined structure |
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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: 20100310 Termination date: 20160317 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |