CN205577440U - Vertical reinforcing steel bar positioning device of prefabricated assembled shear wall structure fitting work face - Google Patents
Vertical reinforcing steel bar positioning device of prefabricated assembled shear wall structure fitting work face Download PDFInfo
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- CN205577440U CN205577440U CN201620414557.4U CN201620414557U CN205577440U CN 205577440 U CN205577440 U CN 205577440U CN 201620414557 U CN201620414557 U CN 201620414557U CN 205577440 U CN205577440 U CN 205577440U
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- longitudinal
- longitudinal reinforcement
- plate
- steel plate
- fixing steel
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Abstract
The utility model relates to a vertical reinforcing steel bar positioning device of prefabricated assembled shear wall structure fitting work face. Constitute including location steel sheet, longitudinal register board, transverse positioning plate, location steel sheet lower extreme is connected in order to realize the fixed of positioner with the fixed angle bar of location steel sheet through reserving the spout, and the regulation in order to realize the vertical size of positioner is connected with the longitudinal register board in the upper end, the regulation in order to realize positioner transverse dimension is connected through reserving the spout with transverse positioning plate to the longitudinal register board. The utility model discloses a simple, the low cost of positioning device structure can used repeatedly, during vertical rebar positioning, positioner layering equipment, the simple operation vertically all can be adjusted with transverse dimension, ensures that the location of the cast -in -place structure longitudinal reinforcement of lower floor is accurate, realize with upper prefabricated construction's good equipment, improvement engineering quality.
Description
Technical field
This utility model relates to the construction apparatus for work of prefabricated assembled concrete shear wall structure, a kind of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner.
Background technology
Along with the raising of modern architecture industrialization degree, prefabricated construction has obtained increasingly being widely applied at building field, and its range of application therefrom low layer is to high-rise, super high rise structure development.Relative to cast-in-place structural, precast construction can the reduction of erection time, reduce labor cost, reduce later stage use cost, it is not necessary to build interior external scaffolding, thus greatly saved labour force, mechanical material.Meanwhile, safety is higher, construction quality high standard, architectural appearance are unified attractive in appearance beautiful.
In shear wall structure, its load strengthening bearing at position is maximum, and in construction, bottom two layers uses cast-in-place mode toward contact, therefore can relate to the connectivity problem of cast-in-place structural and precast construction in the construction of prefabricated construction.And the performance after cast-in-place structural is connected with precast construction depends primarily on the connection of shear wall longitudinal reinforcement, if the location of longitudinal reinforcement is inaccurate in cast-in-place structural, the switching performance of cast-in-situ wall and precast wall body will be directly affected, and then cause the installation of whole prefabricated construction to be smoothed out, but there is presently no reasonable technical scheme to realize the Position location accuracy of longitudinal reinforcement.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, for the location of the prefabricated construction body of wall longitudinal reinforcement of different wall thicknesses, different longitudinal reinforcement spacing and different longitudinal reinforcement diameter.
For achieving the above object, this utility model is by the following technical solutions:
A kind of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, fixes angle bar, longitudinal register plate, located lateral plate including fixing steel plate, fixing steel plate；
On fixing steel plate by the spacing range rule of longitudinal reinforcement, be symmetrically arranged with longitudinal reinforcement behaviour area, longitudinal register plate is bolted on fixing steel plate top by the longitudinal register chute being arranged on fixing steel plate, and corresponding longitudinal reinforcement behaviour area；
It is provided with longitudinal reinforcement on longitudinal register plate and slides laterally district, located lateral plate is bolted on longitudinal register plate by the located lateral chute being arranged on longitudinal register plate, and correspondence longitudinal reinforcement slides laterally district, located lateral plate is provided with reinforcing bar and passes district；
Fixing steel plate fixed angles Tie Tong crosses the fixing angle bar chute arranged on fixing steel plate and is bolted in fixing steel plate bottom.
Further:
Fixing steel plate longitudinal direction two ends are respectively provided with the longitudinally connected tongue and groove of fixing steel plate.
Longitudinal register plate is arc type, and two ends are provided with bolt hole, and centre is the laterally movable district of longitudinal reinforcement, and both sides, longitudinal reinforcement laterally movable district have a located lateral chute respectively.
Located lateral plate is rectangular steel plates, and two ends are provided with bolt hole, and centre passes district for reinforcing bar.
It is the aperture circular hole identical with longitudinal reinforcement diameter that reinforcing bar passes district.
Using this utility model of technique scheme, compared with prior art, it provides the benefit that:
Simple in construction, with low cost, positioner layering assembles, simple operation, and vertical and horizontal size all can regulate, it is possible to reuses, it is ensured that the accurate positioning of lower floor's cast-in-place structural longitudinal reinforcement, it is achieved with the good assembling of upper strata precast construction, improve construction quality.
Accompanying drawing explanation
Fig. 1 is the positioner main TV structure schematic diagram of this utility model embodiment；
Fig. 2 is the positioner plan structure schematic diagram of this utility model embodiment；
Fig. 3 is the positioner side-looking structural representation of this utility model embodiment；
Fig. 4 is fixing steel plate plan structure schematic diagram；
Fig. 5 is longitudinal register plate plan structure schematic diagram；
Fig. 6 is located lateral plate plan structure schematic diagram；
Fig. 7 is the positioner installation i.e. longitudinal reinforcement localization method schematic diagram of this utility model embodiment；
In figure: 1-fixing steel plate, 2-fixing steel plate fixes angle bar, 3-longitudinal register plate, 4-located lateral plate, 5-angle bar connecting bolt, 6-longitudinal register plate connecting bolt, 7-located lateral plate connects spiral shell, the longitudinally connected groove of 8-fixing steel plate, the longitudinally connected tongue of 9-fixing steel plate, 10-fixes angle bar chute, 11-longitudinal reinforcement behaviour area, 12-longitudinal register chute, 13-longitudinal reinforcement slides laterally district, 14-located lateral chute, 15-reinforcing bar passes district.
Detailed description of the invention
This utility model is described in detail below in conjunction with embodiment and accompanying drawing.
See Fig. 1 to Fig. 6, prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, fixed angle bar 2 by fixing steel plate 1, fixing steel plate, longitudinal register plate 3, located lateral plate 4 form, on fixing steel plate 1, spacing range rule, symmetry according to longitudinal reinforcement is provided with longitudinal reinforcement behaviour area 11；Longitudinal reinforcement behaviour area 11 is upper and lower is respectively provided with a longitudinal register chute 12, to realize the regulation of longitudinal reinforcement longitudinal pitch；Longitudinal reinforcement behaviour area 11 is left and right is provided with a fixing angle bar chute 10, fixes the width adjusting between angle bar 2 realizing fixing steel plate；The longitudinal two ends of fixing steel plate 1 are respectively provided with the longitudinally connected groove of fixing steel plate 8 and the longitudinally connected tongue of fixing steel plate 9, realize the connection between fixing steel plate 1 by the longitudinally connected groove of fixing steel plate 8 and the longitudinally connected tongue of fixing steel plate 9, make fixing steel plate 1 longitudinal extension.
Longitudinal register plate 3 is made up of steel plate, and in arc type, two ends arrange longitudinal register plate connecting bolt 6, and centre arranges the laterally movable district of longitudinal reinforcement 13.Both sides, longitudinal reinforcement laterally movable district 13 are respectively provided with a located lateral chute 14.
Located lateral plate 4 is made up of rectangular steel plates, and two ends arrange located lateral plate and connect spiral shell 7, and centre arranges reinforcing bar and passes district 15.It is a circular hole identical with longitudinal reinforcement diameter that reinforcing bar passes district 15.
See Fig. 7, the localization method of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, sequentially include the following steps:
(1) fixing steel plate 1 is positioned over cast-in-situ wall and precast wall body junction, by angle bar connecting bolt 5, fixing steel plate is fixed angle bar 2 and be connected with fixing steel plate 1, and fix angle bar 2 by fixing steel plate and make fixing steel plate 1 position.
(2) with longitudinal register plate connecting bolt 6 through the longitudinal register chute 12 on fixing steel plate 1, longitudinal register plate 3 is connected with fixing steel plate 1, the distance in the laterally movable district of longitudinal reinforcement 13 between longitudinal pitch regulation longitudinal register plate 3 according to longitudinal reinforcement, and fix with longitudinal register plate connecting bolt 6.
(3) spiral shell 7 is connected through the located lateral chute 14 on longitudinal register plate 3 with located lateral plate, located lateral plate 4 is connected with longitudinal register plate 3, position adjustments located lateral plate 4 according to longitudinal reinforcement, makes longitudinal reinforcement pass district 15 by reinforcing bar, and it is fixing to connect spiral shell 7 with located lateral plate.
(4) it is attached by the longitudinally connected groove of fixing steel plate 8 and the longitudinally connected tongue of fixing steel plate 9 between fixing steel plate 1, it is achieved longitudinally extending, then repeats step (1) to (4).
The above, be only this utility model preferred embodiment, and utility model is not made any pro forma restriction.Every any simple modification, equivalent variations and modification made above example according to technical spirit of the present utility model, belongs to protection domain of the present utility model.
Claims (5)
1. a prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, fixes angle bar, longitudinal register plate, located lateral plate including fixing steel plate, fixing steel plate, it is characterised in that:
On fixing steel plate by the spacing range rule of longitudinal reinforcement, be symmetrically arranged with longitudinal reinforcement behaviour area, longitudinal register plate is bolted on fixing steel plate top by the longitudinal register chute being arranged on fixing steel plate, and corresponding longitudinal reinforcement behaviour area；
It is provided with longitudinal reinforcement on longitudinal register plate and slides laterally district, located lateral plate is bolted on longitudinal register plate by the located lateral chute being arranged on longitudinal register plate, and correspondence longitudinal reinforcement slides laterally district, located lateral plate is provided with reinforcing bar and passes district；
Fixing steel plate fixed angles Tie Tong crosses the fixing angle bar chute arranged on fixing steel plate and is bolted in fixing steel plate bottom.
Prefabricated assembled shear wall structure assembly work face the most according to claim 1 longitudinal reinforcement positioner, it is characterised in that: fixing steel plate longitudinal direction two ends are respectively provided with the longitudinally connected tongue and groove of fixing steel plate.
Prefabricated assembled shear wall structure assembly work face the most according to claim 1 longitudinal reinforcement positioner, it is characterized in that: longitudinal register plate is arc type, two ends are provided with bolt hole, centre is the laterally movable district of longitudinal reinforcement, and both sides, longitudinal reinforcement laterally movable district have a located lateral chute respectively.
Prefabricated assembled shear wall structure assembly work face the most according to claim 1 longitudinal reinforcement positioner, it is characterised in that: located lateral plate is rectangular steel plates, and two ends are provided with bolt hole, and centre passes district for reinforcing bar.
Prefabricated assembled shear wall structure assembly work face the most according to claim 4 longitudinal reinforcement positioner, it is characterised in that: it is the aperture circular hole identical with longitudinal reinforcement diameter that reinforcing bar passes district.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620414557.4U CN205577440U (en) | 2016-05-10 | 2016-05-10 | Vertical reinforcing steel bar positioning device of prefabricated assembled shear wall structure fitting work face |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620414557.4U CN205577440U (en) | 2016-05-10 | 2016-05-10 | Vertical reinforcing steel bar positioning device of prefabricated assembled shear wall structure fitting work face |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577440U true CN205577440U (en) | 2016-09-14 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620414557.4U Withdrawn - After Issue CN205577440U (en) | 2016-05-10 | 2016-05-10 | Vertical reinforcing steel bar positioning device of prefabricated assembled shear wall structure fitting work face |
Country Status (1)
| Country | Link |
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| CN (1) | CN205577440U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804409A (en) * | 2016-05-10 | 2016-07-27 | 华北理工大学 | Positioning device and method for longitudinal reinforcing steel bars of assembling working face of prefabricated assembling-type shear wall structure |
-
2016
- 2016-05-10 CN CN201620414557.4U patent/CN205577440U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804409A (en) * | 2016-05-10 | 2016-07-27 | 华北理工大学 | Positioning device and method for longitudinal reinforcing steel bars of assembling working face of prefabricated assembling-type shear wall structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160914 Effective date of abandoning: 20180126 |
|
| AV01 | Patent right actively abandoned |