CN202865750U - Load-bearing device of concrete bent cap - Google Patents
Load-bearing device of concrete bent cap Download PDFInfo
- Publication number
- CN202865750U CN202865750U CN 201220548002 CN201220548002U CN202865750U CN 202865750 U CN202865750 U CN 202865750U CN 201220548002 CN201220548002 CN 201220548002 CN 201220548002 U CN201220548002 U CN 201220548002U CN 202865750 U CN202865750 U CN 202865750U
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- CN
- China
- Prior art keywords
- load
- bent cap
- bearing
- bearing device
- carlings
- 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 - Lifetime
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Abstract
The utility model relates a load-bearing device, in particular to a load-bearing device of a concrete bent cap. The whole load-bearing device of the concrete bent cap is arranged on mound stand columns. The load-bearing device of the concrete bent cap comprises load-bearing anchor ears, beams and carlings. The load-bearing anchor ears are clamping hoops with space in the middle portion and arranged on the upper portions of the mound stand columns and connected with the mound stand columns through high-strength bolts. Carlings are arranged on two sides of the upper ends of the load-bearing anchor ears in a bridge mode. Two ends of the carlings extend out of the load-bearing anchor ears. Beams are arranged on upper end faces of two extending ends of the carlings and upper end faces of the middle portions of the carlings. Due to the fact that the technical scheme is adopted, the load-bearing device of the concrete bent cap solves the problem that the bent cap submerges under the effect of bearing capacity of foundation soil when the all-round scaffold is used for constructing. Meanwhile, constructing tools are reduced, manual labor intensity is reduced and time limit for the project is greatly shortened.
Description
Technical field
The utility model relates to a kind of load carrier, relates in particular to a kind of load carrier of concrete bent cap.
Background technology
In the prior art Coping Construction is adopted full hall scaffold method construction more, this kind mode is affected by bearing capacity of foundation soil, occur sinking easily in the situation of ground shakiness, and scaffold and manpower consumption is larger when construction, and the material turnaround time is long.
Summary of the invention
The purpose of this utility model is to propose a kind of simple in structure, sets up easyly, is not subjected to the load carrier of a kind of concrete bent cap that ground affects.
The purpose of this utility model is achieved in that a kind of load carrier of concrete bent cap, and integral installation is located on the pier column, and it is comprised of load-bearing anchor ear, crossbeam and longeron.The clip of leaving a blank centered by the load-bearing anchor ear, it is fastened in pier column top, and fixes by high-strength bolt.Set up longeron in both sides, load-bearing anchor ear upper end, the load-bearing anchor ear is stretched out at the longeron two ends, and in longeron two external part upper surfaces, and crossbeam is set up in upper surface, longeron middle part.
Owing to implement technique scheme, the utility model utilizes frictional force to bear bent cap weight, has solved to adopt full hall scaffold construction affected by bearing capacity of foundation soil the drawback that bent cap sinks to occur, reduced simultaneously construction equipment in the past, reduce hand labor intensity, and greatly shortened the duration.
Description of drawings: concrete structure of the present utility model is provided by following drawings and Examples:
Fig. 1 is a kind of load carrier structural representation of concrete bent cap.
Legend: 1. crossbeam, 2. capping beam template, 3. high-strength bolt, 4. pier column, 5. load-bearing anchor ear, 6. longeron.
The specific embodiment:
The utility model is not subjected to the restriction of following embodiment, can determine concrete embodiment according to the technical solution of the utility model and actual conditions.
Embodiment
:As shown in Figure 1, a kind of load carrier integral installation of concrete bent cap is located on the pier column 4, and it is comprised of load-bearing anchor ear 5, crossbeam 1 and longeron 6.The clip of leaving a blank centered by the load-bearing anchor ear 5, it is fastened in pier column 4 tops, and fixing by high-strength bolt 3.Set up longeron 6 in both sides, load-bearing anchor ear 5 upper end, longeron can adopt i iron.Load-bearing anchor ear 5 is stretched out at longeron 6 two ends, and in 6 liang of external part upper surfaces of longeron, and upper surface, longeron 6 middle part sets up crossbeam 1, and crossbeam 1 can adopt the lumps of wood.2 of capping beam templates are on crossbeam 1.
The reaction of bearing of superstructure is provided in the frictional force of pier column 4 generations by load-bearing anchor ear 5; in order to improve the frictional force between load-bearing anchor ear 5 and the pier column 4; to the protection of pier column 4 concrete surfaces, at pier column 4 and 5 of load-bearing anchor ears rubber pad is set simultaneously.
When construction, only need to set up falsework, and not need to set up the support that full hall scaffold carries out the bent cap bed die, thereby save a large amount of steel pipe scaffolds.
Above technical characterictic has consisted of most preferred embodiment of the present utility model, and it has stronger compliance and best implementation result, can increase and decrease according to actual needs inessential technical characterictic, satisfies the needs of different situations.
Claims (3)
1. the load carrier of a concrete bent cap, integral installation is located on the pier column, it is characterized in that: it is comprised of load-bearing anchor ear, crossbeam and longeron, the clip of leaving a blank centered by the load-bearing anchor ear, it is fastened in pier column top, and fixes by high-strength bolt, set up longeron in both sides, load-bearing anchor ear upper end, the load-bearing anchor ear is stretched out at the longeron two ends, and in longeron two external part upper surfaces, and crossbeam is set up in upper surface, longeron middle part.
2. the load carrier of a kind of concrete bent cap as claimed in claim 1, it is characterized in that: longeron can adopt i iron.
3. the load carrier of a kind of concrete bent cap as claimed in claim 1, it is characterized in that: crossbeam can adopt the lumps of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220548002 CN202865750U (en) | 2012-10-25 | 2012-10-25 | Load-bearing device of concrete bent cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220548002 CN202865750U (en) | 2012-10-25 | 2012-10-25 | Load-bearing device of concrete bent cap |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202865750U true CN202865750U (en) | 2013-04-10 |
Family
ID=48032481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220548002 Expired - Lifetime CN202865750U (en) | 2012-10-25 | 2012-10-25 | Load-bearing device of concrete bent cap |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202865750U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792032A (en) * | 2019-10-12 | 2020-02-14 | 上海市政工程设计研究总院（集团）有限公司 | Steel hoop structure for additionally arranging steel bent cap on pier stand column and installation method |
-
2012
- 2012-10-25 CN CN 201220548002 patent/CN202865750U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792032A (en) * | 2019-10-12 | 2020-02-14 | 上海市政工程设计研究总院（集团）有限公司 | Steel hoop structure for additionally arranging steel bent cap on pier stand column and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 830016, No. 456, Fu Chang Road, Urumqi Chang Road, the Xinjiang Uygur Autonomous Region, Urumqi Patentee after: XINJIANG COMMUNICATIONS CONSTRUCTION GROUP Co.,Ltd. Address before: 830016, No. 456, Fu Chang Road, Urumqi Chang Road, the Xinjiang Uygur Autonomous Region, Urumqi Patentee before: Xinjiang Communications Construction (Group) Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130410 |