CN202298901U - Annular column grid steel beam connecting system with statically indeterminate structure - Google Patents
Annular column grid steel beam connecting system with statically indeterminate structure Download PDFInfo
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- CN202298901U CN202298901U CN2011204126481U CN201120412648U CN202298901U CN 202298901 U CN202298901 U CN 202298901U CN 2011204126481 U CN2011204126481 U CN 2011204126481U CN 201120412648 U CN201120412648 U CN 201120412648U CN 202298901 U CN202298901 U CN 202298901U
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- column
- steel
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- statically
- stand
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Abstract
The utility model provides an annular column grid steel beam connecting system with a statically indeterminate structure, which is characterized by comprising a steel-structure stand column system and a steel-structure connecting beam system, wherein the stand column system is characterized in that annular stand columns are arranged at equal distance in the annular steel structure building; the stand column is connected to a pile body buried in the ground; a connecting beam system is arranged between every two adjacent stand columns; the connecting beam system is composed of a cross beam, a longitudinal beam and a connecting piece, wherein the connecting piece is provided with an anti-skidding slot on the junction of the stand columns; and the upper part of each stand column is provided with a connecting body for connecting a roof rack body. The annular column grid steel beam connecting system with the statically indeterminate structure, which is composed of the steel-structure stand column system and the steel-structure connecting beam system, can be used for preventing from longitudinally falling beams or laterally falling beams. Displacement generated by the temperature elongation and the like of the structure under the normal use state can be balanced to generate no additional longitudinal force and additional lateral force for the bridge structure. The annular column grid steel beam connecting system has the advantages of simple structure, is easy to check and replace and can automatically reset.
Description
Technical field
The utility model relates to a kind of building system, especially relates to a kind of circular column net girder steel linked system of statically-indeterminate structure.
Background technology
The statically-indeterminate structure that in most of annular buildings, adopts is a building body.And for the spherical steel work roof of span more than 100 meters because the lateral pressure on gravity pressure and roof is bigger, less for general post net, girder steel linked system because of anti-bearing capacity, cause the roof to be connected easily and cave in column.And structure is complicated, and parts are many, can not be from horizontal reset.
The utility model content
The purpose of the utility model provides a kind of circular column net girder steel linked system of statically-indeterminate structure, solves general circular column net, girder steel linked system for the not high problem of long span building load-bearing.
The utility model solves the technical scheme that its technical problem adopted: a kind of circular column net girder steel linked system of statically-indeterminate structure; It is characterized in that: comprise the column system of steel work and the tie-beam system of steel work; Described column system is that equidistance is provided with annular column in annular steel structure is built; Column is connected on buried pile body, between each adjacent column, the tie-beam system is set, and described tie-beam system is made up of crossbeam, longeron, connector; The connection part of connector on column is provided with anti-slip tank, and described column top is provided with the connector that connects the roof support body.
Described crossbeam is established 2 at least between each column.
Described longeron is established 5 at least between crossbeam.
Described connector be provided with buffer body between column is connected.
The beneficial effect of the utility model:, can prevent the beam that laterally falls again owing to adopt the circular column net girder steel linked system of statically-indeterminate structure of the tie-beam system composition of the column system comprise steel work and steel work both can prevent the beam that vertically falls; The displacement that the temperature elongation of structure etc. is produced under can the balance normal operating condition does not produce additional longitudinal force and additional lateral power to bridge construction; And simple in structure, be easy to inspection and change, can be from horizontal reset.
Below will combine accompanying drawing and embodiment, the utility model will be carried out comparatively detailed explanation.
Description of drawings
Fig. 1 is the organigram of the utility model.
Among the figure: 1. column, 2. pile body, 3. crossbeam, 4. longeron, 5. connector, 6. anti-slip tank, 7. connector.
The specific embodiment
Embodiment 1; As shown in Figure 1, a kind of circular column net girder steel linked system of statically-indeterminate structure is characterized in that: comprise the column system of steel work and the tie-beam system of steel work; Described column system is that equidistance is provided with annular column 1 in annular steel structure is built; Column 1 is connected on buried pile body 2, between each adjacent column, the tie-beam system is set, and described tie-beam system is made up of crossbeam 3, longeron 4, connector 5; The connection part of connector 5 on column 1 is provided with anti-slip tank 6, and described column 1 top is provided with the connector 7 that connects the roof support body.
Described crossbeam 3 is established 2 at least between each column.
Described longeron 4 is established 5 at least between crossbeam 4.
Described connector be provided with buffer body between column is connected.
The beneficial effect of the utility model:, can prevent the beam that laterally falls again owing to adopt the circular column net girder steel linked system of statically-indeterminate structure of the tie-beam system composition of the column system comprise steel work and steel work both can prevent the beam that vertically falls; The displacement that the temperature elongation of structure etc. is produced under can the balance normal operating condition does not produce additional longitudinal force and additional lateral power to bridge construction; And simple in structure, be easy to inspection and change, can be from horizontal reset.
Claims (4)
1. the circular column net girder steel linked system of a statically-indeterminate structure; It is characterized in that: comprise the column system of steel work and the tie-beam system of steel work; Described column system is that equidistance is provided with annular column in annular steel structure is built; Column is connected on buried pile body, between each adjacent column, the tie-beam system is set, and described tie-beam system is made up of crossbeam, longeron, connector; The connection part of connector on column is provided with anti-slip tank, and described column top is provided with the connector that connects the roof support body.
2. the circular column net girder steel linked system of statically-indeterminate structure as claimed in claim 1, it is characterized in that: described crossbeam is established 2 at least between each column.
3. the circular column net girder steel linked system of statically-indeterminate structure as claimed in claim 1, it is characterized in that: described longeron is established 5 at least between crossbeam.
4. the circular column net girder steel linked system of statically-indeterminate structure as claimed in claim 1 is characterized in that: described connector be provided with buffer body between column is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204126481U CN202298901U (en) | 2011-10-21 | 2011-10-21 | Annular column grid steel beam connecting system with statically indeterminate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204126481U CN202298901U (en) | 2011-10-21 | 2011-10-21 | Annular column grid steel beam connecting system with statically indeterminate structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202298901U true CN202298901U (en) | 2012-07-04 |
Family
ID=46367829
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204126481U Expired - Fee Related CN202298901U (en) | 2011-10-21 | 2011-10-21 | Annular column grid steel beam connecting system with statically indeterminate structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202298901U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131616A (en) * | 2014-07-16 | 2014-11-05 | 长沙理工大学 | Self-restoration prefabricated reinforced concrete frame |
| CN105308247A (en) * | 2013-03-21 | 2016-02-03 | 波塞顿Gt有限责任公司 | Vibration damper device for prefabricated warehouses and similar buildings |
-
2011
- 2011-10-21 CN CN2011204126481U patent/CN202298901U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105308247A (en) * | 2013-03-21 | 2016-02-03 | 波塞顿Gt有限责任公司 | Vibration damper device for prefabricated warehouses and similar buildings |
| CN104131616A (en) * | 2014-07-16 | 2014-11-05 | 长沙理工大学 | Self-restoration prefabricated reinforced concrete frame |
| CN104131616B (en) * | 2014-07-16 | 2016-05-04 | 长沙理工大学 | Self-resetting precast and assembled reinforced concrete framework |
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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: 20120704 Termination date: 20161021 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |