CN202482767U - Steel tube bailey beam column type support - Google Patents
Steel tube bailey beam column type support Download PDFInfo
- Publication number
- CN202482767U CN202482767U CN 201120560638 CN201120560638U CN202482767U CN 202482767 U CN202482767 U CN 202482767U CN 201120560638 CN201120560638 CN 201120560638 CN 201120560638 U CN201120560638 U CN 201120560638U CN 202482767 U CN202482767 U CN 202482767U
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- steel pipe
- shellfish
- pier
- steel
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Abstract
The utility model discloses a steel tube bailey beam column type support mainly comprising a pier body (1), temporary buttresses (2) arranged at two sides of the pier body (1), and a bailey beam support (3), wherein the temporary buttresses (2) and the pier body (1) are connected through channel steel I (4) arranged on the pier body (1); and the bailey beam support (3) is arranged on the temporary buttresses (2). The steel tube bailey beam column type support has the advantages that the pier body (1) is used as a firm supporting point, the temporary buttresses (2) are arranged at the two sides of the pier body (1), and therefore, the steel tube bailey beam-column support with the structure is suitable for various complex terrains and complex beam types and has the effects of solving the problem of complexity in a processes of building and dismantling a large number of section steel put into the conversional support construction, effectively accelerating the construction progress, greatly reducing the workload of constructors, increasing the work efficiency and reducing the cost.
Description
Technical field
The utility model relates to a kind of design of supporting structure, is specifically related to a kind of steel pipe shellfish thunder post and beam support.
Background technology
In view of high-speed railway to quality, needs safe and attractive in appearance; When carrying out the cast-in-situ box girder construction, general job practices is that ground is carried out consolidation process, sets up full framing then; But for the relatively poor cast-in-situ prestressed concrete case beam of bearing capacity of foundation soil and this complex beam type of track switch continuous beam; Not only the ground intractability is bigger to adopt full framing to construct, and safety reduces, and material, personnel drop into also bigger; The utility model provides a kind of steel pipe shellfish thunder post and beam support especially; Can in the cast-in-situ box girder work progress, use; The location that is particularly useful for the geological conditions difference, and along with the fast development of China's high ferro, the widespread of overhead station; Stride the general continuous beam of high-grade highway for the more and more and railway of the complicated case beam of beam types such as track switch, branch-cut bridge, adopt steel pipe shellfish thunder post and beam support economy, science, feasible especially.
The utility model content
The utility model technical problem to be solved provides a kind of support that is applicable to various complex-terrains and complex beam type; Overcome the input of a large amount of shaped steel in the existing conventional bracket construction and set up with demolishing process in complexity; Improve construction speed; Reduce constructor's workload, increase work efficiency, practice thrift cost.
The said technical scheme that is adopted that solves the problems of the technologies described above of the utility model is a steel pipe shellfish thunder post and beam support; Mainly comprise pier shaft (1), place temporary rest pier (2), the shellfish thunder boom support (3) of pier shaft (1) both sides, temporary rest pier (2) is connected through the channel-section steel I (4) that is arranged on the pier shaft (1) with pier shaft (1), and shellfish thunder boom support (3) places on the temporary rest pier (2); Steel pipe shellfish thunder post and beam support is to do the firm strong point with existing cushion cap (12); And in pier shaft (1) both sides temporary rest pier (2) is set, this structure is applicable to various complex-terrains and complex beam type, the input that has solved a large amount of shaped steel in the existing conventional bracket construction set up with demolishing process in complexity; Effectively raise the progress of construction; Greatly reduce constructor's workload, improved operating efficiency, practiced thrift cost.
The said steel pipe shellfish of the utility model thunder post and beam support, wherein, said channel-section steel I (4) is passed pier shaft (1) through the split bolt hole on the pier shaft (1), and the two ends of channel-section steel I (4) are connected with the temporary rest pier (2) that places pier shaft (1) both sides respectively.
The said steel pipe shellfish of the utility model thunder post and beam support; Wherein, Said temporary rest pier (2) mainly comprises pile foundation (5), bar shaped reinforced concrete foundation (6), steel pipe column (7), i iron (8), and wherein, i iron (8) places on the steel pipe column (7); Steel pipe column (7) places on the bar shaped reinforced concrete foundation (6), and bar shaped reinforced concrete foundation (6) places on the pile foundation (5).
The said steel pipe shellfish of the utility model thunder post and beam support, wherein, said shellfish thunder boom support (3) places on the i iron (8).
The said steel pipe shellfish of the utility model thunder post and beam support, wherein, said steel pipe column (7) is that the steel pipe different length is formed by connecting through anchor ear (9), can make the steel pipe column (7) of differing heights as required, saves cost, the scope of application is wider.
The said steel pipe shellfish of the utility model thunder post and beam support wherein, is provided with 3 row temporary rest piers (2) between the said adjacent pier shaft (1).
The said steel pipe shellfish of the utility model thunder post and beam support wherein, used the angle steel II to connect between the steel pipe column (7) on the said different lines temporary rest pier (2), can realize the reinforcing between the steel pipe column (7).
The said steel pipe shellfish of the utility model thunder post and beam support, wherein, on the said same row temporary rest pier (2) adjacent steel tubing string (7) between be connected through angle steel III (10), can realize the reinforcing between the steel pipe column (7).
The said steel pipe shellfish of the utility model thunder post and beam support, wherein, said pier shaft (1) is through effective being connected of channel-section steel I (4) realization with steel pipe column (7); Being provided with channel-section steel (11) up and down between the channel-section steel I (4) reinforces; Substitute the method that adopts large size shaped steel to reinforce in the conventional bracket construction, effectively raised the progress of construction, greatly reduced constructor's workload; Improve operating efficiency, practiced thrift cost simultaneously.
Description of drawings
Fig. 1 is a steel pipe shellfish thunder beam type support;
Fig. 2 is the temporary rest pier structural representation;
Fig. 3 is existing suspended deck structure sketch map.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is done further detailed explanation:
The said steel pipe shellfish of present embodiment thunder post and beam support; Mainly comprise pier shaft (1), place temporary rest pier (2), the shellfish thunder boom support (3) of pier shaft (1) both sides, temporary rest pier (2) is connected through the channel-section steel I (4) that is arranged on the pier shaft (1) with pier shaft (1), and shellfish thunder boom support (3) places on the temporary rest pier (2); Steel pipe shellfish thunder post and beam support is to do the firm strong point with existing cushion cap (11); And in pier shaft (1) both sides temporary rest pier (2) is set, this structure is applicable to various complex-terrains and complex beam type, the input that has solved a large amount of shaped steel in the existing conventional bracket construction set up with demolishing process in complexity; Effectively raise the progress of construction; Greatly reduce constructor's workload, improved operating efficiency, practiced thrift cost.
The said steel pipe shellfish of present embodiment thunder post and beam support, wherein, said channel-section steel I (4) is passed pier shaft (1) through the split bolt hole on the pier shaft (1), and the two ends of channel-section steel I (4) are connected with the temporary rest pier (2) that places pier shaft (1) both sides respectively.
The said steel pipe shellfish of present embodiment thunder post and beam support; Wherein, Said temporary rest pier (2) mainly comprises pile foundation (5), bar shaped reinforced concrete foundation (6), steel pipe column (7), i iron (8), and wherein, i iron (8) places on the steel pipe column (7); Steel pipe column (7) places on the bar shaped reinforced concrete foundation (6), and bar shaped reinforced concrete foundation (6) places on the pile foundation (5).
The said steel pipe shellfish of present embodiment thunder post and beam support, wherein, said shellfish thunder boom support (3) places on the i iron (8).
The said steel pipe shellfish of present embodiment thunder post and beam support, wherein, said steel pipe column (7) is that the steel pipe different length is formed by connecting through anchor ear (9), can make the steel pipe column (7) of differing heights as required, saves cost, the scope of application is wider.
The said steel pipe shellfish of present embodiment thunder post and beam support wherein, is provided with 3 row temporary rest piers (2) between the said adjacent pier shaft (1).
The said steel pipe shellfish of present embodiment thunder post and beam support wherein, used the angle steel II to connect between the steel pipe column (7) on the said different lines temporary rest pier (2), can realize the reinforcing between the steel pipe column (7).
The said steel pipe shellfish of present embodiment thunder post and beam support, wherein, on the said same row temporary rest pier (2) adjacent steel tubing string (7) between be connected through angle steel III (10), can realize the reinforcing between the steel pipe column (7).
The said steel pipe shellfish of present embodiment thunder post and beam support; Wherein, said pier shaft (1) is realized and effective connection of steel pipe column (7) through channel-section steel I (4), has been substituted the method that adopts large size shaped steel to reinforce in the conventional bracket construction; Effectively raise the progress of construction; Greatly reduce constructor's workload, improved operating efficiency, practiced thrift cost simultaneously.
The above is merely the preferable embodiment of the utility model, any modification of being made within all spirit and principles at the utility model, is equal to replacement and improvement etc., all should be included within the protection domain of the utility model.
Claims (8)
1. steel pipe shellfish thunder post and beam support; It is characterized in that: said steel pipe shellfish thunder post and beam support mainly comprises pier shaft (1), places temporary rest pier (2), the shellfish thunder boom support (3) of pier shaft (1) both sides; Temporary rest pier (2) is connected through the channel-section steel I (4) that is arranged on the pier shaft (1) with pier shaft (1), and shellfish thunder boom support (3) places on the temporary rest pier (2).
2. according to the said steel pipe shellfish of claim 1 thunder post and beam support; It is characterized in that: said channel-section steel I (4) is passed pier shaft (1) through the split bolt hole on the pier shaft (1), and the two ends of channel-section steel I (4) are connected with the temporary rest pier (2) that places pier shaft (1) both sides respectively.
3. according to the said steel pipe shellfish of claim 1 thunder post and beam support; It is characterized in that: said temporary rest pier (2) mainly comprises pile foundation (5), bar shaped reinforced concrete foundation (6), steel pipe column (7), i iron (8); Wherein, I iron (8) places on the steel pipe column (7), and steel pipe column (7) places on the bar shaped reinforced concrete foundation (6), and bar shaped reinforced concrete foundation (6) places on the pile foundation (5).
4. according to claim 1 or 3 said steel pipe shellfish thunder post and beam supports, it is characterized in that: said shellfish thunder boom support (3) places on the i iron (8).
5. according to the said steel pipe shellfish of claim 3 thunder post and beam support, it is characterized in that: said steel pipe column (7) is that the steel pipe different length is formed by connecting through anchor ear (9).
6. according to the said steel pipe shellfish of claim 1 thunder post and beam support, it is characterized in that: be provided with 3 row temporary rest piers (2) between the said adjacent pier shaft (1).
7. according to the said steel pipe shellfish of claim 6 thunder post and beam support, it is characterized in that: used the angle steel II to connect between the steel pipe column (7) on the said different lines temporary rest pier (2).
8. according to the said steel pipe shellfish of claim 1 thunder post and beam support, it is characterized in that: on the said same row temporary rest pier (2) adjacent steel tubing string (7) between be connected through angle steel III (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120560638 CN202482767U (en) | 2011-12-29 | 2011-12-29 | Steel tube bailey beam column type support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120560638 CN202482767U (en) | 2011-12-29 | 2011-12-29 | Steel tube bailey beam column type support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202482767U true CN202482767U (en) | 2012-10-10 |
Family
ID=46957197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120560638 Expired - Fee Related CN202482767U (en) | 2011-12-29 | 2011-12-29 | Steel tube bailey beam column type support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202482767U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103233426A (en) * | 2013-04-27 | 2013-08-07 | 中国建筑第六工程局有限公司 | Bailey beam support free of buttress in soft foundation and supporting method thereof |
| CN106522107A (en) * | 2016-12-23 | 2017-03-22 | 中国水利水电第五工程局有限公司 | Variable-arc bridge floor support device |
| CN113832865A (en) * | 2021-10-29 | 2021-12-24 | 中铁一局集团有限公司 | Construction method for single-column pier capping beam cast-in-place |
-
2011
- 2011-12-29 CN CN 201120560638 patent/CN202482767U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103233426A (en) * | 2013-04-27 | 2013-08-07 | 中国建筑第六工程局有限公司 | Bailey beam support free of buttress in soft foundation and supporting method thereof |
| CN106522107A (en) * | 2016-12-23 | 2017-03-22 | 中国水利水电第五工程局有限公司 | Variable-arc bridge floor support device |
| CN106522107B (en) * | 2016-12-23 | 2018-07-20 | 中国水利水电第五工程局有限公司 | A kind of variable arc bridge floor stand device |
| CN113832865A (en) * | 2021-10-29 | 2021-12-24 | 中铁一局集团有限公司 | Construction method for single-column pier capping beam cast-in-place |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121010 Termination date: 20131229 |