CN203855988U - Post-cast strip steel pipe supporting structure - Google Patents
Post-cast strip steel pipe supporting structure Download PDFInfo
- Publication number
- CN203855988U CN203855988U CN201420288360.1U CN201420288360U CN203855988U CN 203855988 U CN203855988 U CN 203855988U CN 201420288360 U CN201420288360 U CN 201420288360U CN 203855988 U CN203855988 U CN 203855988U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- steel
- post
- cast strip
- supporting structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a public facility building structure, in particular to a post-cast strip steel pipe supporting structure. The outside of a steel column is poured with a reinforcing beam, the reinforcing beam is transversely arranged on steel pipes, steel wedges are arranged on the steel pipes and connected with the reinforcing beam, cement boards are erected on the steel pipes, and the positions where the steel pipes are connected with the cement boards are poured with concrete supports. The post-cast strip steel pipe supporting structure has the advantages that the structure is simple, the construction cost is low, the support stability is good, the strength and the rigidity are high, and a supporting system is not prone to corrosion.
Description
Technical field
The utility model relates to a kind of communal facility building structure, especially relates to a kind of ater-casting steel pipe support structure.
Background technology
In construction work, in order to solve because of the function unconventional design of needs and to solve the relative settlement between high level and podium, the problems such as concrete shrinkage strain and concrete component thermal stresses, the extensive use in construction work of ater-casting method or reinforcing band method, because ater-casting or reinforcing band are to solve by work progress the adjustment way of considering sedimentation or dilatation in design, ater-casting refers in cast-in-place integral reinforced concrete structure, the interim temperature retaining in construction period, shrink, the deformation joint of sedimentation, this seam is according to the actual conditions of project engineering, retain certain hour, with concrete, fill after closely knit and become continuously again, whole, the structure of jointless.Before commencement of works, correctly install the support of ater-casting, generally adopt steel pipe support, support must be set up firmly, reaches certain strength and stiffness requirement.
Summary of the invention
The utility model is mainly poor for the existing support steadiness of prior art, strength and stiffness a little less than, the technical problem of the easy corrosion of support system etc., provide a kind of simple in structure, construction cost is lower, support steadiness is better, and strength and stiffness are stronger, and support system is difficult for the ater-casting steel pipe support structure of corrosion.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: ater-casting steel pipe support structure consists of steel pipe and steel column overlap joint, steel column has been built reinforcement outward, reinforcement is horizontally set with on steel pipe, on steel pipe, being provided with bquster is connected with reinforcement, steel pipe is added cement board, the junction of steel pipe and cement board has been built concrete and has been supported, and concrete supports to cylindric, and concrete supports diameter and is greater than diameter of steel tube.
Therefore, the utlity model has simple in structurely, construction cost is lower, supports steadiness better, and strength and stiffness are stronger, and support system is difficult for the features such as corrosion.
Accompanying drawing explanation
Accompanying drawing 1 is overall structure schematic diagram of the present utility model.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: ater-casting steel pipe support structure consists of steel pipe and steel column overlap joint, the outer reinforcement 2 of having built of steel column 1, reinforcement 3 is horizontally set with on steel pipe 3, on steel pipe 3, being provided with bquster 4 is connected with reinforcement 3, steel pipe 3 is added cement board 5, steel pipe 3 has been built concrete with the junction of cement board 5 and has been supported 6, and 6 one-tenth of concrete supports are cylindric, and concrete supports 6 diameters and is greater than steel pipe 3 diameters (as shown in Figure 1).
Claims (1)
1. an ater-casting steel pipe support structure, by steel pipe and steel column overlap joint, formed, it is characterized in that the outer reinforcement (2) of having built of described steel column (1), reinforcement (3) is horizontally set with on steel pipe (3), on steel pipe (3), being provided with bquster (4) is connected with reinforcement (3), steel pipe (3) is added cement board (5), steel pipe (3) has been built concrete with the junction of cement board (5) and has been supported (6), concrete supports (6) and becomes cylindric, and concrete supports (6) diameter and is greater than steel pipe (3) diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420288360.1U CN203855988U (en) | 2014-05-15 | 2014-05-15 | Post-cast strip steel pipe supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420288360.1U CN203855988U (en) | 2014-05-15 | 2014-05-15 | Post-cast strip steel pipe supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203855988U true CN203855988U (en) | 2014-10-01 |
Family
ID=51605854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420288360.1U Expired - Fee Related CN203855988U (en) | 2014-05-15 | 2014-05-15 | Post-cast strip steel pipe supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203855988U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649114A (en) * | 2016-02-29 | 2016-06-08 | 成都绿迪科技有限公司 | Post-cast strip supporting structure |
| CN106284428A (en) * | 2016-08-31 | 2017-01-04 | 云南省建设投资控股集团有限公司 | A kind of concrete column method for supporting of building structure post-cast strip |
-
2014
- 2014-05-15 CN CN201420288360.1U patent/CN203855988U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649114A (en) * | 2016-02-29 | 2016-06-08 | 成都绿迪科技有限公司 | Post-cast strip supporting structure |
| CN106284428A (en) * | 2016-08-31 | 2017-01-04 | 云南省建设投资控股集团有限公司 | A kind of concrete column method for supporting of building structure post-cast strip |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204098918U (en) | Dimensional parameters multiple degrees of freedom is adjustable uses shield launching bracket repeatedly | |
| CN206903201U (en) | Arc formwork device | |
| CN102493446B (en) | Steel tube column capable of preventing concrete spillover and method for mounting steel tube column | |
| CN203855988U (en) | Post-cast strip steel pipe supporting structure | |
| CN201738305U (en) | Butt-joint precision control device for steel reinforcement joint of steel reinforcement cage | |
| CN202369931U (en) | Arch ring bracket | |
| CN103362304B (en) | A kind of method of carrying out template anchor and position from anchor and position bolt device | |
| CN205024719U (en) | Pile foundation and integrated reverse construction vertical braces system of underground continuous wall | |
| CN204983399U (en) | Section of hanging down is transferred to testing column steel pipe | |
| CN204139622U (en) | Adjustable segmented column steel bar positioning fixture | |
| CN203222817U (en) | Connecting structure of basement stand column | |
| CN205077756U (en) | Angle sign indicating number connection mode PC stair | |
| CN102400440B (en) | Outer template | |
| CN205224593U (en) | A supporting construction for reinforced concrete stand | |
| CN204571265U (en) | A kind of reusable pre-buried anchor ring | |
| CN204530722U (en) | For the novel steel tube of pattern foundation pit supporting structure | |
| CN203452270U (en) | Steel reinforcement protective layer controlled horse-shaped stool | |
| CN208072970U (en) | The template system of concrete type seam construction | |
| CN203067936U (en) | High-altitude pipeline installation safe lifting bracket | |
| CN205224284U (en) | Reinforced concrete beam column construction | |
| CN203792514U (en) | Construction positioning system for prestressed steel corrugated pipes | |
| CN204982873U (en) | Install composite foundation PHC pile support plate fast | |
| CN103758143A (en) | Formwork structure of bridge foundation underwater concrete continuous wall cofferdam | |
| CN205100551U (en) | Pipe root box out mold stripping for concreting | |
| CN203701116U (en) | Formwork structure of bridge foundation underwater concrete continuous wall cofferdam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210219 Address after: 313000 rooms 208 and 210, building 2, No.18, Yangshu Road, high tech Zone, Wuxing District, Huzhou City, Zhejiang Province Patentee after: Huzhou Qiaoxing Ecological Construction Co.,Ltd. Address before: 313000 building 4, 18 Yangshu Road, Huzhou City, Zhejiang Province Patentee before: ZHEJIANG QIAOXING CONSTRUCTION GROUP Co.,Ltd. |
|
| 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: 20141001 |