CN104790566B - A kind of prefabricated sleeper composite plate shear wall component of strap end portion shrouding - Google Patents
A kind of prefabricated sleeper composite plate shear wall component of strap end portion shrouding Download PDFInfo
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- CN104790566B CN104790566B CN201510216738.6A CN201510216738A CN104790566B CN 104790566 B CN104790566 B CN 104790566B CN 201510216738 A CN201510216738 A CN 201510216738A CN 104790566 B CN104790566 B CN 104790566B
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- sleeper
- prefabricated
- shrouding
- shear wall
- component
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Abstract
The invention discloses a kind of prefabricated sleeper composite plate shear wall component of strap end portion shrouding, described component includes prefabricated inside and outside wall board, vertical distribution bar, horizontal distribution reinforcing bar, English truss muscle and sleeper end, the sleeper being embedded in described prefabricated inside and outside wall board that described component is additionally included in setting in described sleeper end indulges muscle and sleeper stirrup, wherein, described sleeper stirrup include position respectively relative to and some longitudinal portion of setting and some horizontal parts, described longitudinal portion is 90 degree with the angle of horizontal part, and described sleeper is indulged muscle and is fixedly connected with described angle.The prefabricated sleeper composite plate shear wall component of the strap end portion shrouding in the present invention, in the assembly of engineering site, eliminates the reinforcing bar binding at component sleeper end and template is set up, and has reached the effect improving overlaid plate type concrete shear wall structure building efficiency.
Description
Technical field
The present invention relates to a kind of prefabricated sleeper of the strap end portion shrouding being applied to overlaid plate type assembled industrialized building is folded
Plywood formula shearing wall member and in particular to a kind of strap end portion shrouding being applied to overlaid plate type concrete shear wall structure prefabricated
Sleeper composite plate shear wall component.
Background technology
With the lifting of people's living standard, living environment be there has also been with higher demand.The extensive house of tradition is built
Mode of making gradually is replaced by industrialization, integrated mode of construction.In this context, overlaid plate type concrete shear wall
Structure is arisen at the historic moment, and it enables standardization and the modularity of residential structure part, reduces Site Template supporting erection, simultaneously
Construction period can be reduced.
But, according to the data known hitherto, including application publication number CN102912900A's《A kind of prefabrication and assembly construction
Overlaid plate type concrete shear wall structure and its form of construction work》With Authorization Notice No. for CN202925721U's《A kind of prefabricated dress
Join overlaid plate type concrete shear wall structure》, the wall end of current overlaid plate type concrete shear wall structure is all using cast-in-place side
Edge component, in the specific implementation, builder had both needed live assembling reinforcement, needs to set up template again, reduces efficiency of construction.
Content of the invention
For above-mentioned problems of the prior art, it is contemplated that in a kind of prefabricated sleeper of strap end portion shrouding of offer
Composite plate shear wall component, on the premise of not reducing structural integrity, eliminates overlaid plate type concrete shear wall structure
The reinforcing bar binding of wall end sleeper and template are set up, thus reached improving overlaid plate type concrete shear wall structure building efficiency
Technique effect.
For realizing above-mentioned technique effect, the technical solution used in the present invention is：
A kind of prefabricated sleeper composite plate shear wall component of strap end portion shrouding, described component include prefabricated inside and outside wall board,
Vertical distribution bar, horizontal distribution reinforcing bar, English truss muscle and sleeper end, described component is additionally included in setting in described sleeper end
The sleeper being embedded in described prefabricated inside and outside wall board indulge muscle and sleeper stirrup, wherein, described sleeper stirrup includes position respectively
The some longitudinal portion relatively setting and some horizontal parts, described longitudinal portion is 90 degree with the angle of horizontal part, and described sleeper indulges muscle
It is fixedly connected with described angle.
It should be noted that being additionally provided with end shrouding, described end shrouding is made up of with web flange plate, described flange plate
Inner surface be fixedly connected with one end of described horizontal reinforcement, the described longitudinal reinforcement of part.
In order to optimize the present invention further, the outer surface of described flange plate is provided with some ribs, the inner surface of described web
It is provided with some ribs.Wherein, the rib of edge of a wing plate surface makes flange plate have enough anchorings and resistant slide performance, in web
The rib on surface makes web have enough Out-of Plane Stiffness, so that end shrouding possesses meets the intensity being used as template with just
Degree requires.
As a kind of preferred technical scheme, described end shrouding can be carried using the low material of the coefficient of heat conduction, the present invention
Going out can be using the including but not limited to low ABS plastic of the coefficient of heat conduction and PVC plastic.
Beneficial effects of the present invention are：
1st, change traditional production method.Specifically, by sleeper is improved to prefabricated overlapping by entirely cast-in-place, and
The setting of sleeper one end possesses the end shrouding that the strength and stiffness as template for the satisfaction require, and the reinforcing bar eliminating field worker is tied up
Prick and template is set up；
2nd, end shrouding adopts the low material of the coefficient of heat conduction, it is to avoid the generation of cold-heat bridge；
3rd, reduce labour force, improve overlaid plate type concrete shear wall structure building efficiency, lift building industrialization degree.
Brief description
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the three dimensional structure diagram (peelling off partial precast wallboard) of Fig. 1；
Fig. 3 is the three dimensional structure diagram (vertical view state) after installing whole prefabricated panels in Fig. 2；
Fig. 4 is the three dimensional structure diagram (right side regards state) at another visual angle in Fig. 3；
Fig. 5 is the three dimensional structure diagram of Fig. 1 medial end portions shrouding.
Specific embodiment
With reference to schematic diagram, the specific embodiment of the present invention is described in more detail.According to description below and power
Sharp claim, advantages and features of the invention will become apparent from.It should be noted that, accompanying drawing all in the form of very simplification and all makes
With non-accurately ratio, only in order to purpose that is convenient, lucidly aiding in illustrating the embodiment of the present invention.
As shown in figures 1-4, the present invention is a kind of prefabricated sleeper composite plate shear wall component of end shrouding, described structure
Part includes prefabricated inside and outside wall board 1, vertical distribution bar 2, horizontal distribution reinforcing bar 3, English truss muscle 4 and sleeper end, described component
The sleeper being embedded in described prefabricated inside and outside wall board 1 being additionally included in setting in described sleeper end indulges muscle 5 and sleeper stirrup 6, its
In, described sleeper stirrup 6 include position respectively relative to and some longitudinal portion 61 of setting and some horizontal parts 62, described longitudinal portion 61
Angle with horizontal part 62 is 90 degree, and described sleeper is indulged muscle 5 and is fixedly connected with described angle.
It should be noted that being additionally provided with end shrouding 7, described end shrouding 7 is made up of with web 72 flange plate 71, described
The inner surface of flange plate 71 is fixedly connected with one end of described horizontal distribution reinforcing bar 3, the described vertical distribution bar 2 of part.
It should be noted that web 72 outside of described end shrouding 7 is concordant with the end of prefabricated inside and outside wall board 1.
As shown in figure 5, in order to optimize the present invention further, the outer surface of described flange plate 71 is provided with some ribs 100, institute
The inner surface stating web 72 is provided with some ribs 100.Wherein, the rib 100 on flange plate 71 surface makes flange plate 71 have foot
Enough anchorings and resistant slide performance, the rib 100 of web 72 inner surface makes web 72 have enough Out-of Plane Stiffness, so that
End shrouding 7 possesses the strength and stiffness meeting as template and requires.
As a kind of preferred technical scheme, described end shrouding can be carried using the low material of the coefficient of heat conduction, the present invention
Going out can be using the including but not limited to low ABS plastic of the coefficient of heat conduction and PVC plastic.
Need the prefabricated sleeper composite plate shear wall component it is further noted that strap end portion shrouding in the present invention,
In the assembly of engineering site, eliminate the reinforcing bar binding at component sleeper end and template is set up, reached raising overlaid plate type and mixed
The effect of solidifying soil shear wall structure efficiency of construction.
For a person skilled in the art, can technical scheme as described above and design, make other each
Plant corresponding change and deform, and all these changes and deforms the protection model that all should belong to the claims in the present invention
Within enclosing.
Claims (4)
1. the prefabricated sleeper composite plate shear wall component of a kind of strap end portion shrouding, described component includes prefabricated inside and outside wall board, erects
To distribution bar, horizontal distribution reinforcing bar, English truss muscle and sleeper end, described component is additionally included in setting in described sleeper end
The sleeper being embedded in described prefabricated inside and outside wall board indulges muscle and sleeper stirrup, and wherein, described sleeper stirrup includes position phase respectively
To and some longitudinal portion of setting and some horizontal parts, described longitudinal portion and the angle of horizontal part are 90 degree, described sleeper indulge muscle with
Described angle is fixedly connected；It is characterized in that, it is additionally provided with end shrouding, described end shrouding is made up of with web flange plate, institute
The inner surface stating flange plate is fixedly connected with one end of described horizontal distribution reinforcing bar, the described vertical distribution bar of part.
2. the prefabricated sleeper composite plate shear wall component of strap end portion shrouding according to claim 1 is it is characterised in that institute
The outer surface stating flange plate is provided with some ribs, and the inner surface of described web is provided with some ribs.
3. the prefabricated sleeper composite plate shear wall component of strap end portion shrouding according to claim 1 is it is characterised in that institute
State end shrouding to make using the low material of the coefficient of heat conduction.
4. the prefabricated sleeper composite plate shear wall component of strap end portion shrouding according to claim 3 is it is characterised in that institute
Stating the low material of the coefficient of heat conduction is ABS plastic or PVC plastic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510216738.6A CN104790566B (en) | 2015-04-30 | 2015-04-30 | A kind of prefabricated sleeper composite plate shear wall component of strap end portion shrouding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510216738.6A CN104790566B (en) | 2015-04-30 | 2015-04-30 | A kind of prefabricated sleeper composite plate shear wall component of strap end portion shrouding |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104790566A CN104790566A (en) | 2015-07-22 |
| CN104790566B true CN104790566B (en) | 2017-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510216738.6A Active CN104790566B (en) | 2015-04-30 | 2015-04-30 | A kind of prefabricated sleeper composite plate shear wall component of strap end portion shrouding |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975160B (en) * | 2017-12-01 | 2023-11-24 | 新疆天禾建筑安装有限公司 | Shear wall structure with lateral connecting key groove, manufacturing and assembling method |
| CN112177220B (en) * | 2020-09-28 | 2022-03-08 | 威海玉全新型建筑材料股份有限公司 | Energy-conserving stable form superimposed sheet |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH289601A (en) * | 1950-06-27 | 1953-03-31 | Beaupere Hubert Henri | Wall in molded elements. |
| CN2324206Y (en) * | 1998-02-27 | 1999-06-16 | 张漫伦 | Fast wall construction structure |
| CN201649354U (en) * | 2009-12-18 | 2010-11-24 | 安徽建筑工业学院 | Anti-seismic laminated plate type shear wall with I-shaped connecting component |
| CN201809864U (en) * | 2010-09-20 | 2011-04-27 | 安徽建筑工业学院 | Anti-seismic superimposed slab shear wall with T-shaped connecting member |
| CN201785900U (en) * | 2010-09-28 | 2011-04-06 | 安徽建筑工业学院 | Anti-seismic and lamination-type shear wall with L-shaped connective component |
| CN102912900A (en) * | 2012-11-14 | 2013-02-06 | 安徽华力建设集团有限公司 | Prefabricated assembled superposed plate type concrete shear wall and construction method thereof |
| CN103669649A (en) * | 2013-12-03 | 2014-03-26 | 南京工业大学 | Built-in concealed brace self-insulation laminated plate type shear wall |
| CN204571006U (en) * | 2015-04-30 | 2015-08-19 | 华东建筑设计研究院有限公司 | A kind of prefabricated sleeper overlaid plate type shear wall component of strap end portion shrouding |
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- 2015-04-30 CN CN201510216738.6A patent/CN104790566B/en active Active
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| CN104790566A (en) | 2015-07-22 |
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Effective date of registration: 20181107 Address after: 200041 No. two Shimen Road, Jingan District, Shanghai 258 Patentee after: SHANGHAI XIANDAI ARCHITECTURE ENGINEERING & CONSULTING CO., LTD. Address before: 200041 4, building 268, two road, Shimen, Shanghai. Patentee before: East China Architectural Design & Research Institute Co., Ltd. |