CN105804409B - Prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner and method - Google Patents
Prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner and method Download PDFInfo
- Publication number
- CN105804409B CN105804409B CN201610302986.7A CN201610302986A CN105804409B CN 105804409 B CN105804409 B CN 105804409B CN 201610302986 A CN201610302986 A CN 201610302986A CN 105804409 B CN105804409 B CN 105804409B
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- China
- Prior art keywords
- longitudinal
- plate
- steel plate
- fixing steel
- longitudinal reinforcement
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
Abstract
The present invention relates to a kind of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner and method.Positioner is made up of fixing steel plate, longitudinal register plate, located lateral plate；Fixing steel plate lower end is fixed angle bar with fixing steel plate by reserved chute and is connected to realize the fixation of positioner, and upper end is connected with longitudinal register plate to realize the regulation of positioner longitudinal size；Longitudinal register plate is connected to realize the regulation of positioner lateral dimension by reserved chute with located lateral plate.Positioning device structure of the invention is simple, cost is cheap, can reuse；When longitudinal reinforcement positions, positioner layering assembling, simple operation, vertical and horizontal size can be adjusted, it is ensured that the accurate positioning of lower floor's cast-in-place structural longitudinal reinforcement, realized the good assembling with upper strata precast construction, improved construction quality.
Description
Technical field
The present invention relates to the construction apparatus for work of prefabricated assembled concrete shear wall structure, is specifically a kind of prefabricated
Assembly of shear wall structure assembly work face longitudinal reinforcement positioner and method.
Background technology
With the raising of modern architecture industrialization degree, prefabricated construction has obtained more and more extensive in building field
Application, therefrom low layer develops its application to high-rise, super high rise structure.Relative to cast-in-place structural, precast construction can contract
Casual labourer's phase, labor cost is reduced, reduce later stage use cost, without building interior external scaffolding, so as to greatly save labor
Power, mechanical material.Meanwhile security is higher, construction quality high standard, architectural appearance are unified attractive in appearance beautiful.
In shear wall structure, the load that it strengthens bearing at position is maximum, and bottom two layers are adopted toward contact in construction
With cast-in-place mode, therefore cast-in-place structural and the connectivity problem of precast construction can be related 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 in cast-in-place structural
The position inaccurate of longitudinal reinforcement, the switching performance of cast-in-situ wall and precast wall body will be directly affected, and then caused whole prefabricated
The installation of fabricated construction can not be smoothed out, but there is presently no relatively good technical scheme to realize determining for longitudinal reinforcement
Position accuracy.
The content of the invention
It is an object of the invention to provide a kind of positioning of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement to fill
Put and method, the prefabricated construction wall for different wall thicknesses, different longitudinal reinforcement spacing and different longitudinal reinforcement diameters
The positioning of body longitudinal reinforcement.
To achieve the above object, the present invention uses following technical scheme：
A kind of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, including fixing steel plate, positioning
Interal fixation angle bar, longitudinal register plate, located lateral plate；
On fixing steel plate by longitudinal reinforcement spacing range rule, be symmetrically arranged with longitudinal reinforcement behaviour area, longitudinal direction
Location-plate is bolted on fixing steel plate top by the longitudinal register chute being arranged on fixing steel plate, and corresponding longitudinal steel
Muscle behaviour area；
Longitudinal reinforcement is provided with longitudinal register plate and slides laterally area, located lateral plate is by being arranged in longitudinal register plate
Located lateral chute be bolted in longitudinal register plate, and corresponding longitudinal reinforcement slides laterally area, on located lateral plate
It is provided with reinforcing bar and passes area；
Fixing steel plate fixed angles Tie Tong crosses the fixation angle bar chute set on fixing steel plate and is bolted in fixing steel plate
Bottom.
Further：
Fixing steel plate longitudinal direction both ends set the longitudinally connected tongue and groove of fixing steel plate respectively.
Longitudinal register plate is in arc type, is provided at both ends with bolt hole, and centre is the laterally movable area of longitudinal reinforcement, longitudinal reinforcement
There is a located lateral chute laterally movable area both sides respectively.
Located lateral plate is rectangular steel plates, is provided at both ends with bolt hole, and centre passes area for reinforcing bar.
It is an aperture and longitudinal reinforcement diameter identical circular hole that reinforcing bar, which passes area,.
Longitudinal reinforcement is carried out using above-mentioned prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner to determine
The method of position, is carried out in the steps below：
（1）Fixing steel plate is positioned over cast-in-situ wall and precast wall body junction, consolidated fixing steel plate by connecting bolt
Determine angle bar to be connected with fixing steel plate, and be fixedly connected with bolt；
（2）The longitudinal register chute on fixing steel plate is passed through with connecting bolt, longitudinal register plate is connected with fixing steel plate,
The distance in the laterally movable area of longitudinal reinforcement between longitudinal register plate is adjusted according to the longitudinal pitch of longitudinal reinforcement, and uses connecting bolt
It is fixed；
（3）With connecting bolt through the located lateral chute in longitudinal register plate, by located lateral plate and longitudinal register plate
Connection, according to the position adjustments located lateral plate of longitudinal reinforcement, makes longitudinal reinforcement pass area by reinforcing bar, and consolidated with connecting bolt
It is fixed；
（4））Fixing steel plate is attached by the longitudinally connected tongue and groove of fixing steel plate, with fixing steel plate Longitudinal extending,
Then repeat step（1）Extremely（4）.
Using the present invention of above-mentioned technical proposal, compared with prior art, its advantage is：
It is simple in construction, cost is cheap, positioner layering assembling, simple operation, vertical and horizontal size can adjust,
It can reuse, it is ensured that the accurate positioning of lower floor's cast-in-place structural longitudinal reinforcement, the good assembling with upper strata precast construction is realized,
Improve construction quality.
Brief description of the drawings
Fig. 1 is the positioner main structure diagram of the embodiment of the present invention；
Fig. 2 is the positioner overlooking the structure diagram of the embodiment of the present invention；
Fig. 3 is the positioner side structure schematic view of the embodiment of the present invention；
Fig. 4 is fixing steel plate overlooking the structure diagram；
Fig. 5 is longitudinal register plate overlooking the structure diagram；
Fig. 6 is located lateral plate overlooking the structure diagram；
Fig. 7 is the positioner installation i.e. longitudinal reinforcement localization method schematic diagram of the embodiment of the present invention；
In figure：1- fixing steel plates, 2- fixing steel plates fix angle bar, 3- longitudinal register plates, 4- located lateral plates, 5- angle bar company
Connecting bolt, 6- longitudinal register plate connecting bolts, 7- located laterals plate connection spiral shell, the longitudinally connected groove of 8- fixing steel plates, 9- positioning
The longitudinally connected tongue of steel plate, 10- fix angle bar chute, 11- longitudinal reinforcements behaviour area, 12- longitudinal register chutes, 13- longitudinal directions steel
Muscle slides laterally area, 14- located lateral chutes, and 15- reinforcing bars pass area.
Embodiment
The present invention is described in detail with reference to embodiment and accompanying drawing.
Referring to Fig. 1 to Fig. 6, prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, by positioning steel
Plate 1, fixing steel plate are fixed angle bar 2, longitudinal register plate 3, located lateral plate 4 and formed, on fixing steel plate 1, according to longitudinal reinforcement
Spacing range rule, be symmetrically provided with longitudinal reinforcement behaviour area 11；Longitudinal reinforcement behaviour area 11 is upper and lower to be respectively provided with
One longitudinal register chute 12, to realize the regulation of longitudinal reinforcement longitudinal pitch；Longitudinal reinforcement behaviour area 11 is left and right to be provided with one
Bar fixes angle bar chute 10, to realize the width adjusting between fixing steel plate fixation angle bar 2；Distinguish at 1 longitudinal both ends of fixing steel plate
The longitudinally connected groove 8 of fixing steel plate and the longitudinally connected tongue 9 of fixing steel plate are set, pass through the longitudinally connected He of groove 8 of fixing steel plate
The longitudinally connected tongue 9 of fixing steel plate realizes the connection between fixing steel plate 1, makes the Longitudinal extending of fixing steel plate 1.
Longitudinal register plate 3 is made up of steel plate, and in arc type, both ends set longitudinal register plate connecting bolt 6, and centre sets vertical
To the laterally movable area 13 of reinforcing bar.The laterally movable both sides of area 13 of longitudinal reinforcement set a located lateral chute 14 respectively.
Located lateral plate 4 is made up of rectangular steel plates, and both ends set located lateral plate connection spiral shell 7, and centre sets reinforcing bar to pass
Area 15.Reinforcing bar passes area 15 as one and longitudinal reinforcement diameter identical circular hole.
Referring to Fig. 7, the localization method of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, by with
Lower step is carried out：
（1）Fixing steel plate 1 is positioned over cast-in-situ wall and precast wall body junction, will be positioned by angle bar connecting bolt 5
Interal fixation angle bar 2 is connected with fixing steel plate 1, and fixing angle bar 2 by fixing steel plate positions fixing steel plate 1.
（2）With longitudinal register plate connecting bolt 6 through the longitudinal register chute 12 on fixing steel plate 1, by longitudinal register plate 3
It is connected with fixing steel plate 1, according to the laterally movable area 13 of longitudinal reinforcement between the longitudinal pitch of longitudinal reinforcement regulation longitudinal register plate 3
Distance, and fixed with longitudinal register plate connecting bolt 6.
（3）With located lateral plate connection spiral shell 7 through the located lateral chute 14 in longitudinal register plate 3, by located lateral plate 4
It is connected with longitudinal register plate 3, according to the position adjustments located lateral plate 4 of longitudinal reinforcement, longitudinal reinforcement is passed area by reinforcing bar
15, and fixed with located lateral plate connection spiral shell 7.
（4）Carried out between fixing steel plate 1 by the longitudinally connected groove 8 of fixing steel plate and the longitudinally connected tongue 9 of fixing steel plate
Connection, realize longitudinally extending, then repeat step（1）Extremely（4）.
It is described above, only it is present pre-ferred embodiments, any formal limitation not is made to invention.It is every according to
Any simple modification, equivalent change and modification made according to the technical spirit of the present invention to above example, belongs to the present invention
Protection domain.
Claims (6)
1. a kind of prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner, including fixing steel plate, positioning steel
Plate fixes angle bar, longitudinal register plate, located lateral plate, it is characterised in that：
On fixing steel plate by longitudinal reinforcement spacing range rule, 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 is lived
Dynamic area；
Longitudinal reinforcement is provided with longitudinal register plate and slides laterally area, located lateral plate passes through the horizontal stroke that is arranged in longitudinal register plate
It is bolted to positioning runner in longitudinal register plate, and corresponding longitudinal reinforcement slides laterally area, is set on located lateral plate
There is reinforcing bar to pass area；
Fixing steel plate fixed angles Tie Tong crosses the fixation angle bar chute set on fixing steel plate and is bolted in fixing steel plate bottom.
2. the prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner according to claims 1, its
It is characterised by：Fixing steel plate longitudinal direction both ends set the longitudinally connected tongue and groove of fixing steel plate respectively.
3. the prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner according to claims 1, its
It is characterised by：Longitudinal register plate is in arc type, is provided at both ends with bolt hole, and centre is the laterally movable area of longitudinal reinforcement, longitudinal steel
There is a located lateral chute the laterally movable area both sides of muscle respectively.
4. the prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner according to claims 1, its
It is characterised by：Located lateral plate is rectangular steel plates, is provided at both ends with bolt hole, and centre passes area for reinforcing bar.
5. the prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner according to claims 4, its
It is characterised by：It is an aperture and longitudinal reinforcement diameter identical circular hole that reinforcing bar, which passes area,.
A kind of 6. prefabricated assembled shear wall structure assembly work face longitudinal reinforcement using described in any one of Claims 1-4 4
The method that positioner carries out longitudinal reinforcement positioning, it is characterised in that carry out in the steps below：
（1）Fixing steel plate is positioned over cast-in-situ wall and precast wall body junction, by connecting bolt by fixing steel plate fixed angles
Iron is connected with fixing steel plate, and is fixedly connected with bolt；
（2）The longitudinal register chute on fixing steel plate is passed through with connecting bolt, longitudinal register plate is connected with fixing steel plate, according to
The distance in the laterally movable area of longitudinal reinforcement between the longitudinal pitch regulation longitudinal register plate of longitudinal reinforcement, and consolidated with connecting bolt
It is fixed；
（3）The located lateral chute in longitudinal register plate is passed through with connecting bolt, located lateral plate is connected with longitudinal register plate,
According to the position adjustments located lateral plate of longitudinal reinforcement, longitudinal reinforcement is set to pass area by reinforcing bar, and fixed with connecting bolt；
（4））Fixing steel plate is attached by the longitudinally connected tongue and groove of fixing steel plate, with fixing steel plate Longitudinal extending, then
Repeat step（1）Extremely（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610302986.7A CN105804409B (en) | 2016-05-10 | 2016-05-10 | Prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610302986.7A CN105804409B (en) | 2016-05-10 | 2016-05-10 | Prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105804409A CN105804409A (en) | 2016-07-27 |
| CN105804409B true CN105804409B (en) | 2018-01-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610302986.7A Expired - Fee Related CN105804409B (en) | 2016-05-10 | 2016-05-10 | Prefabricated assembled shear wall structure assembly work face longitudinal reinforcement positioner and method |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107044208B (en) * | 2017-05-02 | 2023-09-01 | 中国建筑第八工程局有限公司 | Assembled positioning module for prefabricated wallboard reserved dowel bars and construction method |
| CN109208783A (en) * | 2018-10-09 | 2019-01-15 | 中国建筑第七工程局有限公司 | A kind of connecting node positioning device, connection structure and its construction method for exempting from binding |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202248952U (en) * | 2011-09-21 | 2012-05-30 | 中建钢构有限公司 | Adjustable work fixture for steel beams |
| CN202578006U (en) * | 2012-05-30 | 2012-12-05 | 陕西建工集团第一建筑工程有限公司 | Positioning structure for binding steel bar |
| CN104032840B (en) * | 2014-07-03 | 2016-03-23 | 华北理工大学 | The prestressing force assembling frame node connecting structure of additional angle steel |
| CN204139620U (en) * | 2014-08-01 | 2015-02-04 | 中核华泰建设有限公司 | A kind of tool-type cylinder reinforced bar fixer |
| CN204645664U (en) * | 2015-04-20 | 2015-09-16 | 山西一建集团有限公司 | A kind of construction work reinforcing bar location adjustable distance telescopic type instrument |
| CN105544798B (en) * | 2016-01-25 | 2022-10-25 | 三能集成房屋股份有限公司 | Assembled hollow slab shear wall structure and construction method thereof |
| CN205577440U (en) * | 2016-05-10 | 2016-09-14 | 华北理工大学 | Vertical reinforcing steel bar positioning device of prefabricated assembled shear wall structure fitting work face |
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2016
- 2016-05-10 CN CN201610302986.7A patent/CN105804409B/en not_active Expired - Fee Related
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| CN105804409A (en) | 2016-07-27 |
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| C06 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Jianwei Inventor after: Yan Wenshang Inventor after: Wang Ning Inventor after: Che Wenpeng Inventor after: Zhang Guanglei Inventor after: Liu Guangbin Inventor before: Chen Jianwei Inventor before: Yan Wenshang Inventor before: Wang Ning Inventor before: Che Wenpeng |
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| CB03 | Change of inventor or designer information | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180126 Termination date: 20190510 |
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| CF01 | Termination of patent right due to non-payment of annual fee |