CN204024048U - A kind of combination steel form - Google Patents
A kind of combination steel form Download PDFInfo
- Publication number
- CN204024048U CN204024048U CN201420469180.3U CN201420469180U CN204024048U CN 204024048 U CN204024048 U CN 204024048U CN 201420469180 U CN201420469180 U CN 201420469180U CN 204024048 U CN204024048 U CN 204024048U
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- CN
- China
- Prior art keywords
- steel form
- template
- junction plate
- limit rib
- connecting hole
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of combination steel form.It comprises steel form A and steel form B, steel form A and steel form B is rectangle template, the one side of described rectangle template is rectangular panel, its another side is the template groove formed by the limit rib being arranged on described rectangular panel surrounding, at least one cross rib is provided with in described template groove, two relative limit ribs are respectively equipped with mutually corresponding connecting hole, described steel form A is fixed with on its limit rib end face the junction plate A arranged along template length direction, junction plate A is parallel with the rectangular panel of steel form A, the plate face of junction plate A is provided with the connecting hole corresponding to the connecting hole on the limit rib in template length direction, described steel form B is fixed with on its limit rib end face the junction plate B arranged along template width direction, junction plate B is parallel with the rectangular panel of steel form B, the plate face of described junction plate B is provided with the connecting hole corresponding to the connecting hole on the limit rib in template width direction.
Description
Technical field
The utility model relates to a kind of combination steel form, belongs to technical field of building construction.
Background technology
In prior art, the template adopted in building operations, most employing wooden form and steel form, wooden form is easily out of shape, need joist, back cord facility, and easily come unstuck, rise and rouse, flake, ftracture, time again assembled, plate seam is difficult to process, thickness deviation is not easily grasped, and causes building structure interface dimensions deviation.Relative to wooden form, steel form has that intensity is high, rigidity greatly, the advantage such as not yielding, but the steel form adopted in prior art mostly size is larger, use inconvenience, especially cannot use at post, beam and Nodes.
Summary of the invention
For the above-mentioned defect existed in prior art, the utility model provides the combination steel form that a kind of intensity is high, rigidity large, can carry out flexible combination, be suitable for the use of post, beam and Nodes.
The utility model is achieved by the following technical solution: a kind of combination steel form, it comprises steel form A and steel form B, described steel form A and steel form B is rectangle template, the one side of described rectangle template is rectangular panel, its another side is the template groove formed by the limit rib being arranged on described rectangular panel surrounding, at least one cross rib be connected with the limit rib of both sides length direction is provided with in described template groove, two relative limit ribs are respectively equipped with mutually corresponding connecting hole, described steel form A is fixed with on its limit rib end face the junction plate A arranged along template length direction, junction plate A to be arranged and parallel with the rectangular panel of steel form A near the limit rib of the length direction of wherein side, the plate face of junction plate A is provided with the connecting hole corresponding to the connecting hole on the limit rib in template length direction, described steel form B is fixed with on its limit rib end face the junction plate B arranged along template width direction, junction plate B to be arranged and parallel with the rectangular panel of steel form B near the limit rib of the width of wherein side, the plate face of described junction plate B is provided with the connecting hole corresponding to the connecting hole on the limit rib in template width direction.
The utility model in use, utilizes each connecting hole in template to assemble by connector, can be assembled into post, beam and Nodes large form.
The utility model structure is simple, combination flexibly, utilize it can be assembled into post, beam and Nodes large form, overall package formwork is convenient and swift, and it is high that the steel form in the utility model makes precision, and intensity is high, and composite rigidity is large, piece is tight not yielding, can increase building structure beautiful interface; Secondly, the utility model can have enough to meet the need use, and the number of turnover is many, and can partial trim change, one module multiple usages, can reduce construction cost greatly.
Accompanying drawing explanation
Fig. 1 is the structural representation of the steel form A in the utility model;
Fig. 2 be the steel form A in Fig. 1 edge-on after structural representation;
Fig. 3 is the structural representation of the steel form B in the utility model;
Fig. 4 utilizes the utility model to carry out assembled post, girder connection template schematic diagram;
Fig. 5 is the structural representation of existing steel form;
Fig. 6 is the elevational schematic view utilizing the utility model to carry out assembled post, girder connection place template;
Fig. 7 utilizes the utility model to carry out another assembled post, the elevational schematic view of girder connection template
In figure, 1 is steel form A, and 2 is steel form B, 3 is rectangular panel, and 4 is limit ribs, and 5 is template grooves, 6 is cross ribs, 7 is the connecting holes on the rib of limit, and 8 is junction plate A, and 9 is the connecting holes on junction plate A, 10 is junction plate B, 11 is the connecting holes on junction plate B, and 12 is existing rectangle steel templates, and 13 is connectors.
Detailed description of the invention
Below by non-limiting embodiment and by reference to the accompanying drawings to the utility model further instruction:
As shown in drawings, a kind of combination steel form, it comprises steel form A1 and steel form B2, steel form A1 and steel form B2 is rectangle template, the one side of described rectangle template is rectangular panel 3, its another side is the template groove 5 formed by the limit rib 4 being arranged on rectangular panel 3 surrounding, and limit rib 4 is formed as rectangle frame.Be provided with at least one cross rib 6 in template groove 5, the two ends of cross rib 6 are connected with the limit rib 4 of both sides length direction respectively.In the rectangle frame that limit rib 4 is formed, on two limit ribs that length direction is relative and on relative two the limit ribs of width, be respectively equipped with connecting hole 7, and connecting hole 7 on relative two limit ribs is mutually corresponding.On described steel form A1, its limit rib end face is fixed with the junction plate A8 arranged along template length direction, junction plate A8 to be arranged and parallel with the rectangular panel 3 of steel form A1 near the limit rib 4 of the wherein length direction of side, and the plate face of junction plate A8 is provided with the connecting hole 9 corresponding to the connecting hole 7 on the limit rib in template length direction.On described steel form B2, its limit rib end face is fixed with the junction plate B10 arranged along template width direction, junction plate B10 to be arranged and parallel with the rectangular panel 3 of steel form B2 near the limit rib 4 of the wherein width of side, and the plate face of described junction plate B10 is provided with the connecting hole 11 corresponding to the connecting hole on the limit rib in template width direction.
When the utility model uses, utilize each connecting hole in template to assemble by connector 13, post, beam and Nodes large form can be assembled into.The assembled same prior art of post, beam, does not repeat them here.Utilize the utility model carry out post, girder connection place assembled time, steel form A1 and steel form B2 is as column template, and its one end with junction plate lays respectively at Nodes, with junction plate one facing to mounting rail template side.During mounting rail side template, be connected with the junction plate A8 on steel form A1 and the junction plate B10 on steel form B2 respectively by connector 13 in template, thus form the large form at post, girder connection place.Side template in the present embodiment can adopt the template identical with the template in the utility model, also can adopt existing rectangle steel template, and in existing rectangle steel template and the utility model, rectangle template difference is without junction plate.
Other parts in the present embodiment adopt known technology, do not repeat them here.
Claims (1)
1. a combination steel form, it is characterized in that: comprise steel form A (1) and steel form B (2), described steel form A (1) and steel form B (2) are rectangle template, the one side of described rectangle template is rectangular panel (3), its another side is the template groove (5) formed by the limit rib (4) being arranged on described rectangular panel (3) surrounding, at least one cross rib (6) be connected with the limit rib (4) of both sides length direction is provided with in described template groove (5), two relative limit ribs (4) are respectively equipped with mutually corresponding connecting hole, described steel form A (1) is fixed with on its limit rib end face the junction plate A (8) arranged along template length direction, junction plate A (8) to be arranged and parallel with the rectangular panel (3) of steel form A (1) near the limit rib (4) of the wherein length direction of side, the plate face of junction plate A (8) is provided with the connecting hole corresponding to the connecting hole on the limit rib in template length direction, described steel form B (2) is fixed with on its limit rib end face the junction plate B (10) arranged along template width direction, junction plate B (10) to be arranged and parallel with the rectangular panel (3) of steel form B (2) near the limit rib (4) of the wherein width of side, the plate face of described junction plate B (10) is provided with the connecting hole corresponding to the connecting hole on the limit rib in template width direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420469180.3U CN204024048U (en) | 2014-08-19 | 2014-08-19 | A kind of combination steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420469180.3U CN204024048U (en) | 2014-08-19 | 2014-08-19 | A kind of combination steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204024048U true CN204024048U (en) | 2014-12-17 |
Family
ID=52063933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420469180.3U Expired - Fee Related CN204024048U (en) | 2014-08-19 | 2014-08-19 | A kind of combination steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204024048U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114412175A (en) * | 2022-01-13 | 2022-04-29 | 陕西建工第六建设集团有限公司 | Suspended lattice beam template system |
-
2014
- 2014-08-19 CN CN201420469180.3U patent/CN204024048U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114412175A (en) * | 2022-01-13 | 2022-04-29 | 陕西建工第六建设集团有限公司 | Suspended lattice beam template system |
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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: 20141217 Termination date: 20170819 |