CN202745364U - Template support structure - Google Patents
Template support structure Download PDFInfo
- Publication number
- CN202745364U CN202745364U CN 201220386761 CN201220386761U CN202745364U CN 202745364 U CN202745364 U CN 202745364U CN 201220386761 CN201220386761 CN 201220386761 CN 201220386761 U CN201220386761 U CN 201220386761U CN 202745364 U CN202745364 U CN 202745364U
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- Prior art keywords
- shaped steel
- vertical
- supported
- support structure
- section steel
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- Expired - Fee Related
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Abstract
The utility model discloses a template support structure, which comprises H-shaped steel beams, wherein the H-shaped steel beams are respectively supported at two sides of the bottom of a concrete floor slab. A plurality of vertical battens are supported at the bottom of a template positioned between the two H-shaped steel beams at intervals, and a cross beam is arranged at the bottoms of the vertical battens. Two outermost-side vertical battens in the vertical battens are fixedly connected with the cross beam respectively, and two ends of the cross beam are respectively supported on two H-shaped steel beam webs. The bottoms of two support cubes and one side wall respectively lean against on the H-shaped steel beams at the corresponding side, and the tops of the two support cubes are respectively supported at the bottom of the cross beam. With the adoption of the template support structure, the problem that machinery cannot be used for hoisting due to far distance is solved, the installation cost of steel components is reduced, the operation is simple and convenient, and the control is convenient.
Description
Technical field
The utility model relates to braced structures, relates in particular to a kind of formwork support structure.
Background technology
The elongated employing steel tube fastener of form bracing system formula scaffold or bowl fastening type scaffold are positioned at floor installs to adopt steel tube fastener formula scaffolds more on the steel work H section steel beam now, construct loaded down with trivial details, and the steel pipe input amount is large.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of prior art, and a kind of use amount that reduces shaped steel top form bracing system steel pipe is provided, and has reduced a kind of formwork support structure that cost and constructing operation are easy, save the duration.
A kind of formwork support structure of the present utility model, it comprises supports respectively the H section steel beam that is arranged on the concrete floor two bottom sides, bottom interval support in the template between two H section steel beams is provided with a plurality of vertical flitches, be provided with a crossbeam in the bottom of described a plurality of vertical flitches, two vertical flitches of outermost in described a plurality of vertical flitch are fixedly linked with crossbeam respectively, the two ends of described crossbeam are supported on respectively on two H section steel beam webs, and on the H section steel beam that two bottoms of supporting cube and a sidewall lean against respectively respective side and two tops of supporting cube are supported on respectively the bottom of described crossbeam.
Adopted this device solves and can't use the difficult problem of mechanical hoisting because of distance, reduced the cost that the steel member is installed, simple to operate, be convenient to control.
Description of drawings
Accompanying drawing is the schematic diagram of a kind of formwork support structure of the present utility model.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is done to describe in detail.
A kind of formwork support structure of the present utility model as shown in drawings, it comprises supports respectively the H section steel beam 1 that both sides, main couple top are set, bottom interval support in the template 6 between two H section steel beams is provided with a plurality of vertical flitches 5, be provided with a crossbeam 4 in described a plurality of vertical flitches 5 bottoms, two vertical flitches of outermost in described a plurality of vertical flitch are fixedly linked with crossbeam respectively, the two ends of described crossbeam are supported on respectively on two H section steel beam webs, and two are supported on the H section steel beam that cubes 3 bottom and a sidewall lean against respectively respective side and top that two are supported cube is supported on respectively the bottom of described crossbeam.
The using method of this structure is as follows:
Set up full hall steel pipe frame according to the spacing of design vertical rod 2, cross bar first, top adopts jacking 8 to regulate and control the height of intermediate supports vertical rod, every H section steel beam 1 position is taked to support cubes 3 and has been replaced two steel pipes, vertical rod and upper support crossbeam, crossbeam and outermost two vertical flitches all adopt iron nail to be connected and fixed, and guarantee not occur unstability.Vertical rod 2 highly deducts crossbeam 4, vertical flitch 5, template 6 height again for H section steel beam height deducts H section steel beam lower wings listrium thickness.
Claims (1)
1. formwork support structure, it is characterized in that: it comprises supports respectively the H section steel beam that is arranged on the concrete floor two bottom sides, bottom interval support in the template between two H section steel beams is provided with a plurality of vertical flitches, be provided with a crossbeam in the bottom of described a plurality of vertical flitches, two vertical flitches of outermost in described a plurality of vertical flitch are fixedly linked with crossbeam respectively, the two ends of described crossbeam are supported on respectively on two H section steel beam webs, and on the H section steel beam that two bottoms of supporting cube and a sidewall lean against respectively respective side and two tops of supporting cube are supported on respectively the bottom of described crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220386761 CN202745364U (en) | 2012-08-06 | 2012-08-06 | Template support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220386761 CN202745364U (en) | 2012-08-06 | 2012-08-06 | Template support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202745364U true CN202745364U (en) | 2013-02-20 |
Family
ID=47704783
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220386761 Expired - Fee Related CN202745364U (en) | 2012-08-06 | 2012-08-06 | Template support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202745364U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN105133832A (en) * | 2015-08-03 | 2015-12-09 | 共享钢构有限责任公司 | Repeatedly used concrete floor template supporting device |
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Retaining wall formwork support system and retaining wall formwork support system |
| CN112096057A (en) * | 2020-11-20 | 2020-12-18 | 北京市第三建筑工程有限公司 | Concrete horizontal floor slab supporting structure with steel beam at bottom and construction method thereof |
-
2012
- 2012-08-06 CN CN 201220386761 patent/CN202745364U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN105133832A (en) * | 2015-08-03 | 2015-12-09 | 共享钢构有限责任公司 | Repeatedly used concrete floor template supporting device |
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Retaining wall formwork support system and retaining wall formwork support system |
| CN107338957B (en) * | 2017-09-07 | 2023-06-23 | 中国建筑第二工程局有限公司 | Retaining wall template supporting system and retaining wall template supporting system |
| CN112096057A (en) * | 2020-11-20 | 2020-12-18 | 北京市第三建筑工程有限公司 | Concrete horizontal floor slab supporting structure with steel beam at bottom and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130220 Termination date: 20180806 |