CN204343459U - The parapet node structure of overlaid plate type concrete shear wall system - Google Patents
The parapet node structure of overlaid plate type concrete shear wall system Download PDFInfo
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- CN204343459U CN204343459U CN201420777793.3U CN201420777793U CN204343459U CN 204343459 U CN204343459 U CN 204343459U CN 201420777793 U CN201420777793 U CN 201420777793U CN 204343459 U CN204343459 U CN 204343459U
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Abstract
The utility model relates to a kind of parapet node structure of overlaid plate type concrete shear wall system, comprises interior preformed layer, outer preformed layer, and interior preformed layer and outer preformed layer are linked together by girder rib; Outer preformed layer exceeds the part of interior preformed layer as parapet crust; Parapet crust passes through parapet truss bars and Reinforcement and bottom wall panel and forms integral structure.Parapet crust and bottom wall panel are integral structure, and parapet extexine and composite wallboard are produced factory is integrated, and presentation quality significantly improves; The materials such as parapet truss bars, vertical transverse reinforcement have been fixed in composite wallboard in factory, and job site parapet reinforcing bar binding amount obviously reduces, and efficiency of construction is accelerated; Parapet is peripheral can reduce the cost of materials such as scaffold, template without the need to formwork, and the safety of workman's high-rise working simultaneously improves greatly; Parapet and bottom wall panel are connected as a single entity, and improve resistance to overturning, and truss bars can improve the anti-bending strength of parapet greatly.
Description
Technical field
The utility model relates to the design of node structure of precast concrete building, particularly relates to a kind of parapet node structure of overlaid plate type concrete shear wall system.
Background technology
Along with the continuous enlargement with construction scope that deepens constantly of builing industry system reform, industrialization of construction industry constantly receives the concern of government and society, becomes the developing direction of Building Trade in China already.
About the parapet node structure of overlaid plate type concrete shear wall system in prior art, at the scene in build process, because parapet external surface all wants formwork, need to consume the cost of materials such as a large amount of scaffold, template, labour cost is higher simultaneously, and operational security has much room for improvement; When scene is built, parapet place reinforcing bar binding amount is comparatively large, and efficiency of construction is lower.
To sum up, there is the design of some structure node convenient not, the shortcomings such as high material consumption in the design of node structure that overlaid plate type concrete shear wall structural system of the prior art is relevant.
Summary of the invention
The purpose of this utility model is that the parapet joint structure design in order to make up existing overlaid plate type concrete shear wall system is not enough, provides the parapet joint structure that a kind of site operation is convenient, reduce the overlaid plate type concrete shear wall system of material consumption.
The utility model takes following technical scheme:
A parapet node structure for overlaid plate type concrete shear wall system, comprises interior preformed layer 1, outer preformed layer 2, and interior preformed layer 1 is linked together by girder rib 5 with outer preformed layer 2; Outer preformed layer 2 exceeds the part of interior preformed layer 1 as parapet crust; Parapet crust is connected as a single entity structure with bottom wall panel by parapet truss bars 14 and Reinforcement 4.
The feature of the technical program is: the outer preformed layer of parapet 2 and bottom wall panel are integral structure, and parapet extexine and superimposed body of wall are produced factory is integrated, and presentation quality is significantly improved; The materials such as truss bars 14, vertical transverse reinforcement have been fixed in composite wallboard in factory, and job site parapet reinforcing bar binding amount is obviously less, and efficiency of construction is accelerated; Parapet is peripheral can reduce the cost of materials such as scaffold, template without the need to formwork, and the safety of workman's high-rise working is simultaneously improved greatly; Parapet and bottom wall panel are connected as a single entity, and improve resistance to overturning, and truss bars can improve the anti-bending strength of parapet greatly.
See Fig. 4, the Bars In Poured Concrete Slab of described parapet node structure is born muscle 12 and is extend in composite wallboard.
Participate in Fig. 4, described parapet node structure is provided with top board additional bar 6, and described top board additional bar 6 is L-shaped.
Further, the parapet truss bars 14 of described parapet node structure extend in bottom wall panel, eliminates lacing wire 7 and parapet adds joint bar 10.
Further, the truss bars of described parapet node structure includes girder rib 5 and parapet truss bars 14.
The beneficial effects of the utility model are:
1, parapet is peripheral can reduce the cost of materials such as scaffold, template without the need to formwork, and the safety of workman's high-rise working is simultaneously improved greatly;
2, parapet exocuticle is integrated with lower wall body, and presentation quality is significantly improved;
4, parapet and bottom wall panel are connected as a single entity, and improve resistance to overturning, and truss bars can improve the anti-bending strength of parapet greatly.
5, the material such as parapet truss bars 14, vertical transverse reinforcement has been fixed in composite wallboard in factory, and job site parapet reinforcing bar binding amount is obviously less, and efficiency of construction is accelerated.
6, the parapet truss bars 14 of parapet node structure extend in bottom wall panel, eliminates lacing wire 7 and parapet adds joint bar 10, reduce further cost, decreases Contraction in Site workload.
Accompanying drawing explanation
Fig. 1 is in prior art, parapet Nodes, the structural representation of composite wallboard.
Fig. 2 is in prior art, parapet Nodes, after concreting, and the structure chart of parapet.
Fig. 3 is in the utility model, parapet Nodes, the structural representation of composite wallboard.
Fig. 4 is in the utility model, parapet Nodes, after concreting, and the structure chart of parapet.In figure, preformed layer 1., 2. outer preformed layer, 3. transversely distributed steelbar, 4. Reinforcement, 5. girder rib, 6. top board additional bar, 7. lacing wire, 8. parapet adds distribution bar, 9. the additional vertical muscle of parapet, 10. parapet adds joint bar, 11. cast-in-situ concretes, and 12. Bars In Poured Concrete Slabs bear muscle, muscle bottom 13. Bars In Poured Concrete Slabs, 14 parapet truss barses.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is further illustrated.
See Fig. 3-Fig. 4, a kind of parapet node structure of overlaid plate type concrete shear wall system, comprises interior preformed layer 1, outer preformed layer 2, and interior preformed layer 1 is linked together by girder rib 5 with outer preformed layer 2; Outer preformed layer 2 exceeds the crust of interior preformed layer 1 part as parapet; Parapet crust forms integrative-structure by parapet truss bars 14 and lower floor's body of wall.
See Fig. 4, the Bars In Poured Concrete Slab of described parapet node structure is born muscle 12 and is extend in composite wallboard.
Participate in Fig. 4, described parapet node structure is provided with top board additional bar 6, and described top board additional bar 6 is L-shaped.
Outer preformed layer 2 and the bottom wall panel of the utility model parapet are integral structure, and parapet extexine and superimposed body of wall are produced factory is integrated, and presentation quality is significantly improved; The materials such as parapet truss bars 14, vertical transverse reinforcement have been fixed in composite wallboard in factory, and job site parapet reinforcing bar binding amount is obviously less, and efficiency of construction is accelerated; Parapet is peripheral can reduce the cost of materials such as scaffold, template without the need to formwork, and the safety of workman's high-rise working is simultaneously improved greatly; Parapet and bottom wall panel are connected as a single entity, and improve resistance to overturning, and truss bars can improve the anti-bending strength of parapet greatly.
The parapet joint structure design that the utility model makes up original overlaid plate type concrete shear wall system is not enough, provides the parapet joint structure that a kind of site operation is convenient, reduce the overlaid plate type concrete shear wall system of material consumption.
Claims (3)
1. a parapet node structure for overlaid plate type concrete shear wall system, is characterized in that:
Comprise interior preformed layer (1), outer preformed layer (2), interior preformed layer (1) and outer preformed layer (2) are linked together by girder rib (5);
Outer preformed layer (2) exceeds the part of interior preformed layer (1) as parapet crust;
Parapet crust is connected as a single entity structure with bottom wall panel by parapet truss bars (14) and Reinforcement (4).
2. parapet node structure as claimed in claim 1, is characterized in that: the Bars In Poured Concrete Slab of described parapet node structure is born muscle (12) and extend in composite wallboard.
3. parapet node structure as claimed in claim 1, is characterized in that: the truss bars of described parapet node structure includes girder rib (5) and parapet truss bars (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420777793.3U CN204343459U (en) | 2014-12-10 | 2014-12-10 | The parapet node structure of overlaid plate type concrete shear wall system |
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| CN201420777793.3U CN204343459U (en) | 2014-12-10 | 2014-12-10 | The parapet node structure of overlaid plate type concrete shear wall system |
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| CN204343459U true CN204343459U (en) | 2015-05-20 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064555A (en) * | 2015-08-28 | 2015-11-18 | 黑龙江宇辉新型建筑材料有限公司 | Structural wallboard for superimposed decorative layer and insulating layer and construction method |
| CN107023099A (en) * | 2017-06-14 | 2017-08-08 | 福建建泰建筑科技有限责任公司 | Prefabricated superimposed sheet double combined overlapped shear wall and its construction method |
| CN107869202A (en) * | 2017-10-27 | 2018-04-03 | 广州番禺职业技术学院 | A kind of parapet of roofing structure and its manufacture method |
| CN107893477A (en) * | 2017-12-12 | 2018-04-10 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107893476A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN113404189A (en) * | 2021-05-20 | 2021-09-17 | 上海建工二建集团有限公司 | Double-sided multi-layer rib superposed shear wall and manufacturing method thereof |
| JP2021147940A (en) * | 2020-03-23 | 2021-09-27 | ジオスター株式会社 | Half-precast structure slab |
| CN115354861A (en) * | 2022-08-24 | 2022-11-18 | 中铁十六局集团北京轨道交通工程建设有限公司 | Wallboard reinforcing steel bar mutual anchoring construction method and wallboard structure |
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2014
- 2014-12-10 CN CN201420777793.3U patent/CN204343459U/en active Active
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064555A (en) * | 2015-08-28 | 2015-11-18 | 黑龙江宇辉新型建筑材料有限公司 | Structural wallboard for superimposed decorative layer and insulating layer and construction method |
| CN107023099A (en) * | 2017-06-14 | 2017-08-08 | 福建建泰建筑科技有限责任公司 | Prefabricated superimposed sheet double combined overlapped shear wall and its construction method |
| CN107869202A (en) * | 2017-10-27 | 2018-04-03 | 广州番禺职业技术学院 | A kind of parapet of roofing structure and its manufacture method |
| CN107869202B (en) * | 2017-10-27 | 2019-11-15 | 广州番禺职业技术学院 | A kind of parapet of roofing structure and its manufacturing method |
| CN107893477A (en) * | 2017-12-12 | 2018-04-10 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107893476A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107893477B (en) * | 2017-12-12 | 2023-09-19 | 长沙远大住宅工业集团股份有限公司 | Connecting node of laminated wall and horizontal member and construction method thereof |
| JP2021147940A (en) * | 2020-03-23 | 2021-09-27 | ジオスター株式会社 | Half-precast structure slab |
| JP7417087B2 (en) | 2020-03-23 | 2024-01-18 | ジオスター株式会社 | Half precast structural version |
| CN113404189A (en) * | 2021-05-20 | 2021-09-17 | 上海建工二建集团有限公司 | Double-sided multi-layer rib superposed shear wall and manufacturing method thereof |
| CN115354861A (en) * | 2022-08-24 | 2022-11-18 | 中铁十六局集团北京轨道交通工程建设有限公司 | Wallboard reinforcing steel bar mutual anchoring construction method and wallboard structure |
| CN115354861B (en) * | 2022-08-24 | 2024-03-22 | 中铁十六局集团北京轨道交通工程建设有限公司 | Wallboard steel bar mutual anchoring construction method and wallboard structure |
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Legal Events
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20151120 Address after: 201105 room D46, building, No. 277, Ping Qing Road, Shanghai, Minhang District, China Patentee after: SHANGHAI ZIBAO HOUSING INDUSTRIALIZATION CO., LTD. Address before: 201105 room A91, building, No. 277, Ping Qing Road, Shanghai, Minhang District, China Patentee before: SHANGHAI ZIBAO INDUSTRIAL INVESTMENT CO., LTD. |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20161130 Address after: 312030 Zhejiang city of Shaoxing province Keqiao Shanyin Road No. 501 Patentee after: Daoye Group Company Ltd. Patentee after: SHANGHAI BAOYUE RESIDENTIAL INDUSTRY CO., LTD. Address before: 201105 room D46, building, No. 277, Ping Qing Road, Shanghai, Minhang District, China Patentee before: SHANGHAI ZIBAO HOUSING INDUSTRIALIZATION CO., LTD. |