CN104790566A - Prefabricated embedded column overlapped plate type shear wall component with end sealing plates - Google Patents
Prefabricated embedded column overlapped plate type shear wall component with end sealing plates Download PDFInfo
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- CN104790566A CN104790566A CN201510216738.6A CN201510216738A CN104790566A CN 104790566 A CN104790566 A CN 104790566A CN 201510216738 A CN201510216738 A CN 201510216738A CN 104790566 A CN104790566 A CN 104790566A
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- sleeper
- embedded column
- prefabricated
- plate type
- shear wall
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Abstract
The invention discloses a prefabricated embedded column overlapped plate type shear wall component with end sealing plates. The component comprises prefabricated internal and external wall boards, vertically-distributed steel bars, horizontally-distributed steel bars, triangle truss ribs and embedded column ends. The component further comprises embedded column longitudinal ribs and embedded column hoop ribs, wherein the embedded column longitudinal ribs and the embedded column hoop ribs are arranged in the embedded column ends and embedded in the prefabricated internal and external wall boards. The embedded column hoop ribs comprise a plurality of longitudinal parts and a plurality of horizontal parts, wherein the longitudinal parts and the horizontal parts are arranged oppositely. The included angle of each longitudinal part and the corresponding horizontal part is 90 degrees. The embedded column longitudinal ribs are fixedly connected with the included angles. According to the prefabricated embedded column overlapped plate type shear wall component with the end sealing plates, in the project site assembling process, steel bar tying and formwork erecting of the embedded column ends of the component are omitted, and the effect of improving the building efficiency of an overlapped plate type concrete shear wall structure is achieved.
Description
Technical field
The present invention relates to a kind of prefabricated sleeper overlaid plate type shear wall component being applicable to the strap end portion shrouding of overlaid plate type assembling industrialized building, be specifically related to a kind of prefabricated sleeper overlaid plate type shear wall component being applicable to the strap end portion shrouding of overlaid plate type concrete shear wall structure.
Background technology
Along with the lifting of people's living standard, higher demand be there has also been to dwelling environment.The extensive house building mode of tradition gradually by industrialization, integrated mode of construction replace.In this context, overlaid plate type concrete shear wall structure is arisen at the historic moment, and it can realize standardization and the modularization of residential structure parts, reduces Site Template supporting erection, also can reduce construction period simultaneously.
But, according to the data can known at present, comprise " a kind of prefabrication and assembly construction overlaid plate type concrete shear wall structure " that " a kind of prefabrication and assembly construction overlaid plate type concrete shear wall structure and the form of construction work thereof " of application publication number CN102912900A and Authorization Notice No. are CN202925721U, the wall end of current overlaid plate type concrete shear wall structure all adopts cast-in-place edge member, in the specific implementation, construction worker had both needed on-the-spot assembling reinforcement, need again to set up template, reduce efficiency of construction.
Summary of the invention
For above-mentioned problems of the prior art, the present invention is intended to the prefabricated sleeper overlaid plate type shear wall component providing a kind of strap end portion shrouding, under the prerequisite not reducing structural integrity, the reinforcing bar binding and the template that eliminate overlaid plate type concrete shear wall structural wall end sleeper are set up, thus reach the technique effect improving overlaid plate type concrete shear wall structure building efficiency.
For realizing above-mentioned technique effect, the technical solution used in the present invention is:
A kind of prefabricated sleeper overlaid plate type shear wall component of strap end portion shrouding, described component comprises prefabricated inside and outside wall board, vertical distribution reinforcement, horizontal distribution reinforcing bar, English truss muscle and sleeper end, described component is also included in the sleeper be embedded in described prefabricated inside and outside wall board arranged in described sleeper end and indulges muscle and sleeper stirrup, wherein, described sleeper stirrup comprises the position relatively some longitudinal parts established and some horizontal parts respectively, the angle of described longitudinal part and horizontal part is 90 degree, and described sleeper is indulged muscle and is fixedly connected with described angle.
It should be noted that, be also provided with end shrouding, described end shrouding is made up of frange plate and web, and the inner surface of described frange plate is fixedly connected with the described longitudinal reinforcement of one end of described horizontal reinforcement, part.
In order to optimize the present invention further, the external surface of described frange plate is provided with some ribs, and the inner surface of described web is provided with some ribs.Wherein, the rib on frange plate surface makes frange plate have enough anchorings and resistant slide performance, and the rib of web inner surface makes web have enough Out-of Plane Stiffness, thus makes end shrouding possess the strength and stiffness requirement meeting and be used as template.
As the preferred technical scheme of one, described end shrouding can adopt the material that the coefficient of heat conduction is low, and the present invention proposes to use the ABS plastic and PVC plastic that include but not limited to that the coefficient of heat conduction is low.
Beneficial effect of the present invention is:
1, traditional production method is changed.Specifically, by being improved to prefabricated superimposed by sleeper by entirely cast-in-place, and arrange the end shrouding possessing and meet and be used as the strength and stiffness of template and require in sleeper one end, the reinforcing bar binding and the template that eliminate field worker are set up;
2, end shrouding adopts the material that the coefficient of heat conduction is low, avoids the generation of cold-heat bridge;
3, reduce labour, improve overlaid plate type concrete shear wall structure building efficiency, promote industrialization of construction industry degree.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the three-dimensional structure schematic diagram (peelling off partial precast wallboard) of Fig. 1;
Fig. 3 is the three-dimensional structure schematic diagram (overlooking state) after installing whole prefabricated panel in Fig. 2;
Fig. 4 is the three-dimensional structure schematic diagram (state is looked on right side) at another visual angle in Fig. 3;
Fig. 5 is the three-dimensional structure schematic diagram of Fig. 1 medial end portions shrouding.
Detailed description of the invention
Below in conjunction with schematic diagram, the specific embodiment of the present invention is described in more detail.According to following description and claims, advantages and features of the invention will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, the aid illustration embodiment of the present invention lucidly.
As shown in figures 1-4, the present invention is the prefabricated sleeper overlaid plate type shear wall component of a kind of end shrouding, described component comprises prefabricated inside and outside wall board 1, vertical distribution reinforcement 2, horizontal distribution reinforcing bar 3, English truss muscle 4 and sleeper end, described component is also included in the sleeper be embedded in described prefabricated inside and outside wall board 1 arranged in described sleeper end and indulges muscle 5 and sleeper stirrup 6, wherein, described sleeper stirrup 6 comprises the position relatively some longitudinal parts 61 established and some horizontal parts 62 respectively, described longitudinal part 61 is 90 degree with the angle of horizontal part 62, described sleeper is indulged muscle 5 and is fixedly connected with described angle.
It should be noted that, be also provided with end shrouding 7, described end shrouding 7 is made up of frange plate 71 and web 72, and the inner surface of described frange plate 71 is fixedly connected with the described longitudinal reinforcement 2 of one end of described horizontal reinforcement 3, part.
It should be noted that, concordant with the end of prefabricated inside and outside wall board 1 outside the web 72 of described end shrouding 7.
As shown in Figure 5, in order to optimize the present invention further, the external surface of described frange plate 71 is provided with some ribs 100, and the inner surface of described web 72 is provided with some ribs 100.Wherein, the rib 100 on frange plate 71 surface makes frange plate 71 have enough anchorings and resistant slide performance, the rib 100 of web 72 inner surface makes web 72 have enough Out-of Plane Stiffness, thus makes end shrouding 7 possess the strength and stiffness requirement meeting and be used as template.
As the preferred technical scheme of one, described end shrouding can adopt the material that the coefficient of heat conduction is low, and the present invention proposes to use the ABS plastic and PVC plastic that include but not limited to that the coefficient of heat conduction is low.
What needs further illustrated is, the prefabricated sleeper overlaid plate type shear wall component of the strap end portion shrouding in the present invention, engineering site assembled in, the reinforcing bar binding and the template that eliminate component sleeper end are set up, and reach the effect improving overlaid plate type concrete shear wall structure building efficiency.
For a person skilled in the art, according to technical scheme described above and design, other various corresponding change and distortion can be made, and all these change and distortion all should belong within the protection domain of the claims in the present invention.
Claims (4)
1. the prefabricated sleeper overlaid plate type shear wall component of a strap end portion shrouding, described component comprises prefabricated inside and outside wall board, vertical distribution reinforcement, horizontal distribution reinforcing bar, English truss muscle and sleeper end, it is characterized in that: described component is also included in the sleeper be embedded in described prefabricated inside and outside wall board arranged in described sleeper end and indulges muscle and sleeper stirrup, wherein, described sleeper stirrup comprises the position relatively some longitudinal parts established and some horizontal parts respectively, the angle of described longitudinal part and horizontal part is 90 degree, and described sleeper is indulged muscle and is fixedly connected with described angle.
2. the prefabricated sleeper overlaid plate type shear wall component of strap end portion shrouding according to claim 1, it is characterized in that, also be provided with end shrouding, described end shrouding is made up of frange plate and web, and the inner surface of described frange plate is fixedly connected with the described longitudinal reinforcement of one end of described horizontal reinforcement, part.
3. the prefabricated sleeper overlaid plate type shear wall component of strap end portion shrouding according to claim 2, it is characterized in that, the external surface of described frange plate is provided with some ribs, and the inner surface of described web is provided with some ribs.
4. the prefabricated sleeper overlaid plate type shear wall component of strap end portion shrouding according to claim 2, it is characterized in that, described end shrouding can adopt the material that the coefficient of heat conduction is low, as ABS plastic and 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 true CN104790566A (en) | 2015-07-22 |
| CN104790566B CN104790566B (en) | 2017-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| 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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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975160A (en) * | 2017-12-01 | 2018-05-01 | 沈阳建筑大学 | Shear wall structure, making and assembly method with laterally attached keyway |
| CN112177220A (en) * | 2020-09-28 | 2021-01-05 | 威海玉全新型建筑材料股份有限公司 | Energy-conserving stable form superimposed sheet |
Citations (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 |
| 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 |
| 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 |
| 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 |
-
2015
- 2015-04-30 CN CN201510216738.6A patent/CN104790566B/en active Active
Patent Citations (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 |
Non-Patent Citations (1)
| Title |
|---|
| 安徽省质量技术监督局: "《DB34/T 810-2008叠合板混凝土剪力墙结构技术规程》", 13 August 2008 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975160A (en) * | 2017-12-01 | 2018-05-01 | 沈阳建筑大学 | Shear wall structure, making and assembly method with laterally attached keyway |
| 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 |
| CN112177220A (en) * | 2020-09-28 | 2021-01-05 | 威海玉全新型建筑材料股份有限公司 | Energy-conserving stable form superimposed sheet |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN104790566B (en) | 2017-03-01 |
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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. |
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