CN207419711U - Steel plate shear force wall and the connection structure of steel bar girder floor plates - Google Patents
Steel plate shear force wall and the connection structure of steel bar girder floor plates Download PDFInfo
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- CN207419711U CN207419711U CN201721512432.6U CN201721512432U CN207419711U CN 207419711 U CN207419711 U CN 207419711U CN 201721512432 U CN201721512432 U CN 201721512432U CN 207419711 U CN207419711 U CN 207419711U
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- prewelding
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- steel
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- wall
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Abstract
The utility model discloses a kind of steel plate shear force walls and the connection structure of steel bar girder floor plates；The structure includes steel plate shear force wall, shear wall prewelding steel plate, shear wall prewelding angle steel, prewelding peg and steel bar girder floor plates, the steel bar girder floor plates include end template, the reinforcing bar that winds up, lower edge reinforcing bar, web member reinforcing bar and the elongated reinforcing bar of surface layer, the lapping ends of the end template are welded on shear wall prewelding angle steel, and the lapping ends of the elongated reinforcing bar of surface layer are welded on shear wall prewelding steel plate.It is firm whole that the utility model makes steel bar girder floor plates be formed with steel plate shear force wall, and it is transferred to what uniform force was stablized on steel plate shear force wall, connection structure was not only simple but also firm, the prewelding peg welded simultaneously on steel plate shear force wall is anchored by the concrete and rebar truss floor plates poured so that connection structure is more firm.
Description
Technical field
The utility model belongs to steel construction assembled architecture field, is specially a kind of steel plate shear force wall and steel bar girder floor
The connection structure of plate.
Background technology
In existing steel construction assembled architecture, steel plate shear force wall can give full play to the advantage of steel plate and concrete, real
Existing prefabrication, the construction of assembled in situ formula, and it is to be most suitable for steel construction dress at present to exempt from the steel bar girder floor plates that formwork exempts to support
Floor with formula house.
But the connection between steel plate shear force wall and steel bar girder floor plates is the big technical problem of one faced at present,
Existing connection structure complex process, connection weakness, power transmission are limited.
Utility model content
The purpose of this utility model is to provide a kind of steel plate shear force walls and the connection structure of steel bar girder floor plates, can
It solves the problems, such as that existing connection structure complex process, connection are weak, power transmission is limited, makes connection structure globality more preferable, node is more
Firm, stress is more stable.
The utility model is achieved through the following technical solutions above-mentioned purpose：
A kind of steel plate shear force wall and the connection structure of steel bar girder floor plates, including steel plate shear force wall, the pre- welding steel of shear wall
Plate, shear wall prewelding angle steel, prewelding peg and steel bar girder floor plates；It is pre- that shear wall is respectively welded on the steel plate shear force wall
Welding steel plate and shear wall prewelding angle steel, the shear wall prewelding steel plate, which is located above shear wall prewelding angle steel and is mutually parallel, to be set
It puts；The steel bar girder floor plates include end template, the reinforcing bar that winds up, lower edge reinforcing bar, web member reinforcing bar and the elongated reinforcing bar of surface layer, described
Reinforcing bar, lower edge reinforcing bar and web member steel-bar arrangement wind up on end template, the web member bar connecting fixes wind up reinforcing bar and lower edge
Reinforcing bar, the elongated reinforcing bar of surface layer, which is laid on, to wind up on reinforcing bar；The lapping ends of the end template are welded on the pre- welding angle of shear wall
On steel, the lapping ends of the elongated reinforcing bar of surface layer are welded on shear wall prewelding steel plate, the shear wall prewelding steel plate, shearing
Concrete has been poured in wall prewelding angle steel and steel bar girder floor plates.
Further, the position weldering on the steel plate shear force wall between shear wall prewelding steel plate and shear wall prewelding angle steel
It is connected to prewelding peg.
Further, the prewelding peg staggeredly welds for two rows, the adjacent prewelding peg level interval of two rows
For 100mm, vertical interval is 60~70mm.
Above-mentioned steel plate shear force wall and the construction method of the connection structure of steel bar girder floor plates, comprise the following steps：
(1) shear wall prewelding steel plate, shear wall prewelding angle steel and prewelding peg are respectively welded on steel plate shear force wall；
(2) lapping ends of end template are welded on shear wall prewelding angle steel, by the lapping ends of the elongated reinforcing bar of surface layer
It is welded on shear wall prewelding steel plate；
(3) casting concrete in shear wall prewelding steel plate, shear wall prewelding angle steel and steel bar girder floor plates.
The beneficial effects of the utility model are：
The utility model has welded shear wall prewelding steel plate and shear wall prewelding angle steel on steel plate shear force wall, for connecting
Fixed steel bars truss floor plates make steel bar girder floor plates be formed with steel plate shear force wall firm whole and uniform force is steady
Fixed is transferred on steel plate shear force wall, and connection structure was not only simple but also firm, while the prewelding peg welded on steel plate shear force wall leads to
Cross the concrete and rebar truss floor plates anchoring poured so that connection structure is more firm.
In addition, shear wall prewelding steel plate, shear wall that the utility model welds for connection fixed steel bars truss floor plates
Prewelding angle steel and prewelding peg can carry out prewelding in factory, reduce site welding amount, saved time and cost of labor.
Description of the drawings
Fig. 1 is the steel plate shear force wall of the utility model and the stereoscopic schematic diagram of the connection structure of steel bar girder floor plates；
Fig. 2 is the front view of Fig. 1.
In figure：1st, steel plate shear force wall；2nd, shear wall prewelding steel plate；3rd, shear wall prewelding angle steel；4th, prewelding peg；5th, bed die
Plate；6th, wind up reinforcing bar；7th, lower edge reinforcing bar；8th, web member reinforcing bar；9th, the elongated reinforcing bar of surface layer.
Specific embodiment
It is new to this practicality below in conjunction with the accompanying drawings in order to make the purpose of this utility model, technical solution and advantage clearer
Type is further elaborated.
As depicted in figs. 1 and 2, a kind of steel plate shear force wall and the connection structure of steel bar girder floor plates, shear including steel plate
Wall 1, shear wall prewelding steel plate 2, shear wall prewelding angle steel 3, prewelding peg 4 and steel bar girder floor plates；The steel plate shear force wall 1
On be respectively welded shear wall prewelding steel plate 2 and shear wall prewelding angle steel 3, it is pre- that the shear wall prewelding steel plate 2 is located at shear wall
It is above welding angle steel 3 and arranged in parallel, shear wall prewelding steel plate 2 and the pre- welding angle of shear wall are located on the steel plate shear force wall 1
Position between steel 3 is welded with prewelding peg 4；The steel bar girder floor plates include end template 5, the reinforcing bar 6 that winds up, lower edge reinforcing bar
7th, web member reinforcing bar 8 and the elongated reinforcing bar 9 of surface layer, the reinforcing bar 6 that winds up, lower edge reinforcing bar 7 and web member reinforcing bar 8 are arranged on end template 5,
The connection of web member reinforcing bar 8 fixed wind up reinforcing bar 6 and the lower edge reinforcing bar 7, the elongated reinforcing bar 9 of surface layer, which is laid on, to wind up on reinforcing bar 6；
The lapping ends of the end template 5 are welded on shear wall prewelding angle steel 3, the lapping ends welding of the elongated reinforcing bar 9 of surface layer
On shear wall prewelding steel plate 2, poured in the shear wall prewelding steel plate 2, shear wall prewelding angle steel 3 and steel bar girder floor plates
There is concrete (being not drawn into figure).
In the present embodiment, the prewelding peg 4 staggeredly welds for two rows, adjacent 4 water of prewelding peg of two rows
Flat spacing is 100mm, and vertical interval is 60~70mm.
Above-mentioned steel plate shear force wall and the construction method of the connection structure of steel bar girder floor plates, comprise the following steps：
(1) shear wall prewelding steel plate 2, shear wall prewelding angle steel 3 and prewelding peg 4 are respectively welded on steel plate shear force wall 1；
The step can be carried out in factory, reduce site welding amount；
(2) lapping ends of end template 5 are welded on shear wall prewelding angle steel 3, the end of the elongated reinforcing bar 9 of surface layer is taken
It connects and is welded on shear wall prewelding steel plate 2；
(3) casting concrete in shear wall prewelding steel plate 2, shear wall prewelding angle steel 3 and steel bar girder floor plates.
The advantages of basic principle, main feature and the utility model of the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description
Simply illustrate the principle of the utility model, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
Various changes and modifications are had, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed scope is defined by the appending claims and its equivalent thereof.
Claims (3)
1. a kind of steel plate shear force wall and the connection structure of steel bar girder floor plates, it is characterised in that：Including steel plate shear force wall (1),
Shear wall prewelding steel plate (2), shear wall prewelding angle steel (3), prewelding peg (4) and steel bar girder floor plates；
Shear wall prewelding steel plate (2) and shear wall prewelding angle steel (3) are respectively welded on the steel plate shear force wall (1), it is described to cut
Power wall prewelding steel plate (2) is located above shear wall prewelding angle steel (3) and arranged in parallel；
The steel bar girder floor plates include end template (5), the reinforcing bar that winds up (6), lower edge reinforcing bar (7), web member reinforcing bar (8) and surface layer
Elongated reinforcing bar (9), the reinforcing bar that winds up (6), lower edge reinforcing bar (7) and web member reinforcing bar (8) are arranged on end template (5), the abdomen
Bar reinforcing bar (8) connection fixed wind up reinforcing bar (6) and lower edge reinforcing bar (7), the elongated reinforcing bar of surface layer (9) are laid on the reinforcing bar that winds up
(6) on；
The lapping ends of the end template (5) are welded on shear wall prewelding angle steel (3), the end of the elongated reinforcing bar of surface layer (9)
Portion's overlap joint is welded on shear wall prewelding steel plate (2), the shear wall prewelding steel plate (2), shear wall prewelding angle steel (3) and reinforcing bar
Concrete has been poured in truss floor plates.
2. steel plate shear force wall according to claim 1 and the connection structure of steel bar girder floor plates, it is characterised in that：It is described
Position on steel plate shear force wall (1) between shear wall prewelding steel plate (2) and shear wall prewelding angle steel (3) is welded with prewelding bolt
It follows closely (4).
3. steel plate shear force wall according to claim 2 and the connection structure of steel bar girder floor plates, it is characterised in that：It is described
Prewelding peg (4) staggeredly welds for two rows, and adjacent prewelding peg (4) level interval of two rows is 100mm, between vertical
Away from for 60~70mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721512432.6U CN207419711U (en) | 2017-11-14 | 2017-11-14 | Steel plate shear force wall and the connection structure of steel bar girder floor plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721512432.6U CN207419711U (en) | 2017-11-14 | 2017-11-14 | Steel plate shear force wall and the connection structure of steel bar girder floor plates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419711U true CN207419711U (en) | 2018-05-29 |
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ID=62306025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721512432.6U Expired - Fee Related CN207419711U (en) | 2017-11-14 | 2017-11-14 | Steel plate shear force wall and the connection structure of steel bar girder floor plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419711U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724540A (en) * | 2017-11-14 | 2018-02-23 | 重庆凌锋投资管理有限公司 | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates |
| CN109555252A (en) * | 2019-01-21 | 2019-04-02 | 沈阳建筑大学 | The floor and shear wall structure of overhanging rectangle muscle and connection method |
| CN109779115A (en) * | 2019-01-17 | 2019-05-21 | 中铁建设集团北京工程有限公司 | A kind of steel bar girder construction method |
| CN110616837A (en) * | 2019-09-20 | 2019-12-27 | 中国五冶集团有限公司 | Construction method for wood-formwork-detachable combined type steel bar truss floor plate |
| CN111485657A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Floor plate and shear wall corner steel structure for assembly type building and connecting method thereof |
-
2017
- 2017-11-14 CN CN201721512432.6U patent/CN207419711U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724540A (en) * | 2017-11-14 | 2018-02-23 | 重庆凌锋投资管理有限公司 | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates |
| CN109779115A (en) * | 2019-01-17 | 2019-05-21 | 中铁建设集团北京工程有限公司 | A kind of steel bar girder construction method |
| CN109779115B (en) * | 2019-01-17 | 2020-11-24 | 中铁建设集团北京工程有限公司 | Construction method of steel bar truss |
| CN109555252A (en) * | 2019-01-21 | 2019-04-02 | 沈阳建筑大学 | The floor and shear wall structure of overhanging rectangle muscle and connection method |
| CN111485657A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Floor plate and shear wall corner steel structure for assembly type building and connecting method thereof |
| CN110616837A (en) * | 2019-09-20 | 2019-12-27 | 中国五冶集团有限公司 | Construction method for wood-formwork-detachable combined type steel bar truss floor plate |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180529 Termination date: 20181114 |
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| CF01 | Termination of patent right due to non-payment of annual fee |