CN204212403U - A kind of shear wall tongue and groove steel gang form - Google Patents
A kind of shear wall tongue and groove steel gang form Download PDFInfo
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- CN204212403U CN204212403U CN201420320060.7U CN201420320060U CN204212403U CN 204212403 U CN204212403 U CN 204212403U CN 201420320060 U CN201420320060 U CN 201420320060U CN 204212403 U CN204212403 U CN 204212403U
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- steel
- keel
- steel facing
- shear wall
- facing
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Abstract
The utility model provides a kind of shear wall tongue and groove steel gang form, comprise steel facing, centre keel, horizontal keel and reinforcement by connection pull bar, described steel facing is made up of the first steel facing and the second steel facing, the arranged outside centre keel of described first steel facing and the second steel facing, described centre keel is arranged three horizontal keel, described reinforcement by connection pull bar is arranged on described horizontal keel, described first steel facing is connected by described reinforcement by connection pull bar with the second steel facing, and the inner side of described first steel facing and the second steel facing arranges steel sheet bar.The shear wall tongue and groove steel gang form that the utility model uses, its shear wall with after build a wall one of junction in " convex " font, be conducive to shear wall and after build a wall between connection, forming effect is obvious, and simple to operate, easy construction.
Description
Technical field
The utility model belongs to building material technical field, is specifically related to a kind of shear wall tongue and groove steel gang form.
Background technology
Improving constantly of current each metropolitan concrete component construction technology level, most high-layer shear force wall component has reached clear-water concrete effect.According to code of building design requirement, two kinds of different bodies of wall (as shear wall and after build a wall) junction should take crack control measures, adopts the junction of wire mesh mortar surface layer to different body of wall to strengthen at present.But after build a wall after construction completes, after part of building a wall need plastering construction, and clear-water concrete metope does not need to plaster, like this clear-water concrete metope and after junction of building a wall after plastering construction completes, easily there is straight joint.If adopt wire mesh mortar surface layer to strengthen making junction protruding impact of plastering attractive in appearance according to designing requirement.
Utility model content
The utility model, according to above-mentioned present situation Problems existing, proposes a kind of shear wall tongue and groove steel gang form.
The solution that the utility model adopts is: a kind of shear wall tongue and groove steel gang form, comprise steel facing, centre keel, horizontal keel and reinforcement by connection pull bar, described steel facing is made up of the first steel facing and the second steel facing, the arranged outside centre keel of described first steel facing and the second steel facing, described centre keel is arranged three horizontal keel, described reinforcement by connection pull bar is arranged on described horizontal keel, described first steel facing is connected by described reinforcement by connection pull bar with the second steel facing, and the inner side of described first steel facing and the second steel facing arranges steel sheet bar.
Further, described steel facing and described centre keel, between described centre keel with described horizontal keel for welding.
Further, the stupefied bar of welding steel on four limits of described steel facing.
Further, first horizontal keel of described three horizontal keel are arranged on described centre keel distance 200mm place, ground, second horizontal keel are arranged on the end face down 200mm place of described centre keel, and the 3rd horizontal keel are arranged on the centre of the horizontal keel of first and the horizontal keel of second.
Further, described horizontal keel are made up of two 10# channel-section steels dorsad, and gap is left in the centre of described two 10# channel-section steels dorsad.
Further, the welded top suspension ring of described steel facing, described suspension ring are 16# round steel.
The utility model has the advantages that: the shear wall tongue and groove steel gang form that the utility model uses, its shear wall with after build a wall one of junction in " convex " font, be conducive to shear wall and after build a wall between connection, forming effect is obvious, and simple to operate, easy construction.
Accompanying drawing explanation
Fig. 1 is a kind of shear wall tongue and groove steel gang form elevation that the utility model proposes;
Fig. 2 is the shear wall tongue and groove steel gang form left view described in Fig. 1;
Fig. 3 is the shear wall tongue and groove steel gang form right view described in Fig. 1;
Fig. 4 is the partial enlarged drawing shown in Fig. 2;
Fig. 5 is the partial enlarged drawing described in Fig. 3;
Fig. 6 is the inside and outside two sides steel gang form top view of the shear wall that the utility model proposes;
Fig. 7 is the partial enlarged drawing that the inside and outside two sides steel gang form described in Fig. 6 is overlooked.
Detailed description of the invention
See Fig. 1 to Fig. 7, wherein Fig. 1 is a kind of shear wall tongue and groove steel gang form elevation that the utility model proposes, Fig. 2 is the shear wall tongue and groove steel gang form left view described in Fig. 1, Fig. 3 is the shear wall tongue and groove steel gang form right view described in Fig. 1, Fig. 4 is the partial enlarged drawing shown in Fig. 2, Fig. 5 is the partial enlarged drawing described in Fig. 3, and Fig. 6 is the inside and outside two sides steel gang form top view of the shear wall that the utility model proposes, and Fig. 7 is the partial enlarged drawing that the inside and outside two sides steel gang form described in Fig. 6 is overlooked.
As shown in Figures 1 to 7, a kind of shear wall tongue and groove steel gang form, comprise steel facing 1, centre keel 2, horizontal keel 3 and reinforcement by connection pull bar 4, described steel facing 1 is made up of the first steel facing and the second steel facing, the arranged outside centre keel 2 of described first steel facing and the second steel facing, described centre keel 2 is arranged three horizontal keel 3, described reinforcement by connection pull bar 4 is arranged on described horizontal keel 3, described first steel facing is connected by described reinforcement by connection pull bar 4 with the second steel facing, and the inner side of described first steel facing and the second steel facing arranges steel sheet bar 5.
Further, described steel facing 1 and described centre keel 2, between described centre keel 2 with described horizontal keel 3 for welding.
In the utility model embodiment, at the back side of steel facing welding centre keel, centre keel selects 10# channel-section steel, spacing is 300mm, the three horizontal keel in road are welded on centre keel, by reinforcement by connection pull bar, two steel facings are fixed, steel gang form one (with after to build a wall junction) the inside of inside and outside both sides respectively weld with steel gang form the steel sheet bar of same height, wide 10mm, thick 5mm.After shear force wall reinforcing steel bar colligation, install this template, concreting, form removal after concrete strength, its shear wall with after build a wall one of junction in " convex " font, be conducive to shear wall and after build a wall between connection, shear wall tongue and groove steel gang form forming effect of the present utility model is obvious, and simple to operate, easy construction.
Further, the stupefied bar 6 of welding steel on four limits of described steel facing 1.
Further, first horizontal keel of described three horizontal keel 3 are arranged on described centre keel 2 apart from 200mm place, ground, second horizontal keel are arranged on the end face down 200mm place of described centre keel 2, and the 3rd horizontal keel are arranged on the centre of the horizontal keel of first and the horizontal keel of second.
Further, described horizontal keel 3 are made up of two 10# channel-section steels dorsad, and gap is left in the centre of described two 10# channel-section steels dorsad.
Providing holes on centre keel and steel facing, the position in described hole and the gap of described horizontal keel are in same level, the diameter in hole is identical with the diameter of reinforcement by connection pull bar, reinforcement by connection pull bar is fixed two steel facings through the hole on centre keel and steel facing, be used in shear wall and after build a wall between connection.Preferably, the diameter in reinforcement by connection pull bar and hole is 16mm.
Further, the welded top suspension ring 7 of described steel facing 1, described suspension ring 7 are 16# round steel.
Above a kind of shear wall tongue and groove steel gang form provided by the utility model is described in detail, apply specific case herein to set forth principle of the present utility model and embodiment, the explanation of above embodiment just understands method of the present utility model and core concept thereof for helping; Meanwhile, for one of ordinary skill in the art, according to thought of the present utility model, all will change in specific embodiments and applications, in sum, this description should not be construed as restriction of the present utility model.
Claims (6)
1. a shear wall tongue and groove steel gang form, it is characterized in that, comprise: steel facing (1), centre keel (2), horizontal keel (3) and reinforcement by connection pull bar (4), described steel facing (1) is made up of the first steel facing and the second steel facing, the arranged outside centre keel (2) of described first steel facing and the second steel facing, described centre keel (2) is arranged three horizontal keel (3), described reinforcement by connection pull bar (4) is arranged on described horizontal keel (3), described first steel facing is connected by described reinforcement by connection pull bar (4) with the second steel facing, the inner side of described first steel facing and the second steel facing arranges steel sheet bar (5).
2. a kind of shear wall tongue and groove steel gang form according to claim 1, it is characterized in that, described steel facing (1) and described centre keel (2), between described centre keel (2) with described horizontal keel (3) for welding.
3. a kind of shear wall tongue and groove steel gang form according to claim 1, is characterized in that, the stupefied bar of welding steel (6) on four limits of described steel facing (1).
4. a kind of shear wall tongue and groove steel gang form according to claim 1, it is characterized in that, first horizontal keel of described three horizontal keel (3) are arranged on described centre keel (2) distance 200mm place, ground, second horizontal keel are arranged on the end face down 200mm place of described centre keel (2), and the 3rd horizontal keel are arranged on the centre of the horizontal keel of first and the horizontal keel of second.
5. a kind of shear wall tongue and groove steel gang form according to claim 1, is characterized in that, described horizontal keel (3) are made up of two 10# channel-section steels dorsad, and gap is left in the centre of described two 10# channel-section steels dorsad.
6. a kind of shear wall tongue and groove steel gang form according to claim 1, is characterized in that, the welded top suspension ring (7) of described steel facing (1), and described suspension ring (7) are 16# round steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420320060.7U CN204212403U (en) | 2014-06-16 | 2014-06-16 | A kind of shear wall tongue and groove steel gang form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420320060.7U CN204212403U (en) | 2014-06-16 | 2014-06-16 | A kind of shear wall tongue and groove steel gang form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212403U true CN204212403U (en) | 2015-03-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420320060.7U Expired - Fee Related CN204212403U (en) | 2014-06-16 | 2014-06-16 | A kind of shear wall tongue and groove steel gang form |
Country Status (1)
| Country | Link |
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| CN (1) | CN204212403U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088458A (en) * | 2014-06-16 | 2014-10-08 | 宝鸡市第一建筑工程有限责任公司 | Large groove and tongue steel mold plate of shearing wall |
-
2014
- 2014-06-16 CN CN201420320060.7U patent/CN204212403U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088458A (en) * | 2014-06-16 | 2014-10-08 | 宝鸡市第一建筑工程有限责任公司 | Large groove and tongue steel mold plate of shearing wall |
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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 |
Granted publication date: 20150318 Termination date: 20170616 |
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| CF01 | Termination of patent right due to non-payment of annual fee |