CN204370617U - Assembled architecture parapet prefabricating coping girder construction - Google Patents
Assembled architecture parapet prefabricating coping girder construction Download PDFInfo
- Publication number
- CN204370617U CN204370617U CN201420862399.XU CN201420862399U CN204370617U CN 204370617 U CN204370617 U CN 204370617U CN 201420862399 U CN201420862399 U CN 201420862399U CN 204370617 U CN204370617 U CN 204370617U
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- Prior art keywords
- parapet
- prefabricated
- roof beam
- assembled architecture
- girder construction
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- 238000010276 construction Methods 0.000 title claims abstract description 14
- 230000010485 coping Effects 0.000 title claims 5
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 238000011065 in-situ storage Methods 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 3
- 238000005336 cracking Methods 0.000 abstract description 3
- 230000000452 restraining effect Effects 0.000 abstract description 2
- 108010068370 Glutens Proteins 0.000 description 2
- 235000021312 gluten Nutrition 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
一种装配式建筑女儿墙预制压顶梁结构，压顶梁位于女儿墙顶部，压顶梁与女儿墙一体预制成型为压顶梁女儿墙整体预制构件，压顶梁女儿墙整体预制构件与压顶梁女儿墙整体预制构件之间由竖向约束边缘构件连接固定。所述的竖向约束边缘构件为现浇钢筋混凝土构件。所述的竖向约束边缘构件其高度与压顶梁顶端至女儿墙底端的高度一致。所述的竖向约束边缘构件为长方体和/或直角体。本实用新型可降低现场施工难度，提高装配式建筑的施工效率，避免新旧混凝土交界处开裂，保证建筑质量。
A prefabricated roof beam structure for a prefabricated building parapet wall, the roof beam is located at the top of the parapet, the roof beam and the parapet are integrally prefabricated into an integral prefabricated component of the roof beam parapet, and the integral prefabricated component of the roof beam parapet is integrally prefabricated with the roof beam parapet The components are connected and fixed by vertical constraint edge components. The vertical restraint edge member is a cast-in-place reinforced concrete member. The height of the vertical restraining edge member is consistent with the height from the top of the top beam to the bottom of the parapet wall. The vertical constraining edge member is a cuboid and/or a rectangular body. The utility model can reduce the difficulty of on-site construction, improve the construction efficiency of the prefabricated building, avoid cracking at the junction of old and new concrete, and ensure the quality of the building.
Description
技术领域 technical field
本实用新型属于建筑工程技术领域，具体涉及一种装配式建筑剪力墙体系中女儿墙预制压顶梁结构。 The utility model belongs to the technical field of construction engineering, in particular to a parapet prefabricated roof beam structure in a prefabricated building shear wall system.
背景技术 Background technique
在装配式建筑剪力墙体系中，女儿墙为三明治外墙板，现浇压顶梁置于女儿墙上，由于结构需要，将压顶梁做成“L”型，这给现场施工带来了难度，而且预制外墙板与现浇压顶梁交界处存在新旧混凝土容易开裂的隐患，预制外墙板与现浇压顶梁交界处形成通缝，雨水通过缝隙渗透，防水性能差。 In the prefabricated building shear wall system, the parapet is a sandwich exterior wall panel, and the cast-in-place top beam is placed on the parapet wall. Due to structural requirements, the top beam is made into an "L" shape, which brings difficulties to the site construction. , and there is a hidden danger of old and new concrete cracking at the junction of the prefabricated exterior wall panels and the cast-in-place roof beams. The joints between the prefabricated exterior wall panels and the cast-in-place roof beams form through joints, rainwater penetrates through the gaps, and the waterproof performance is poor.
发明内容 Contents of the invention
本实用新型所要解决的技术问题是：解决上述现有技术存在的问题，而提供一种装配式建筑中女儿墙预制压顶梁结构，杜绝横向通缝的渗水隐患，降低现场施工难度，提高装配式建筑的施工效率，避免新旧混凝土交界处开裂，保证建筑质量。 The technical problem to be solved by the utility model is: to solve the above-mentioned existing problems in the prior art, and to provide a prefabricated roof beam structure for parapet walls in prefabricated buildings, which can eliminate the hidden danger of water seepage through horizontal joints, reduce the difficulty of on-site construction, and improve the prefabricated structure. Improve the construction efficiency of the building, avoid cracking at the junction of old and new concrete, and ensure the quality of the building.
本实用新型采用的技术方案是： The technical scheme that the utility model adopts is:
一种装配式建筑女儿墙预制压顶梁结构，压顶梁位于女儿墙顶部，压顶梁与女儿墙一体预制成型为压顶梁女儿墙整体预制构件，压顶梁女儿墙整体预制构件与压顶梁女儿墙整体预制构件之间由竖向约束边缘构件连接固定。 A prefabricated roof beam structure for a prefabricated building parapet wall. The roof beam is located at the top of the parapet wall. The roof beam and the parapet wall are integrally prefabricated into an integral prefabricated component of the roof beam parapet wall. The integral prefabricated component of the roof beam parapet wall is integrally prefabricated with the roof beam parapet wall. The components are connected and fixed by vertical constraint edge components.
上述技术方案中，所述的竖向约束边缘构件为现浇钢筋混凝土构件。 In the above technical solution, the vertical restraint edge member is a cast-in-place reinforced concrete member.
上述技术方案中，所述的竖向约束边缘构件其高度与压顶梁顶端至女儿墙底端的高度一致。 In the above technical solution, the height of the vertical constraining edge member is consistent with the height from the top of the pressure beam to the bottom of the parapet.
上述技术方案中，所述的竖向约束边缘构件为长方体和/或直角体。 In the above technical solution, the vertical constraining edge member is a cuboid and/or a rectangular body.
优点和有益效果： Advantages and beneficial effects:
本实用新型通过将女儿墙与压顶梁一体预制的结构设计，杜绝了压顶梁与女儿墙横向通缝的渗水隐患，降低了现场现浇压顶梁带来的施工难度，避免了由施工不利带来的防水隐患。采用本实用新型的女儿墙压顶梁一体预制结构，有效防止了女儿墙与压顶梁之间存在通缝而发生雨水渗漏的现象，并且降低了施工难度，保证了建筑质量。 The utility model prefabricates the parapet and the roof beam integrally, so as to eliminate the hidden danger of water seepage between the roof beam and the parapet wall, reduces the construction difficulty caused by the on-site cast-in-place roof beam, and avoids the problems caused by unfavorable construction. waterproof hazard. Adopting the integrated prefabricated structure of the parapet roof beam of the utility model effectively prevents rainwater from leaking due to gaps between the parapet wall and the roof beam, reduces construction difficulty, and ensures building quality.
附图说明 Description of drawings
图1为本实用新型结构正视图； Fig. 1 is a front view of the structure of the utility model;
图2为本实用新型结构俯视图； Fig. 2 is a top view of the structure of the utility model;
图3为压顶梁女儿墙整体预制构件的剖面示意图。 Fig. 3 is a schematic cross-sectional view of the integral prefabricated component of the parapet wall of the top beam.
附图标记说明： Explanation of reference signs:
1-压顶梁，2-女儿墙，3-竖向约束边缘构件，4-压顶梁女儿墙整体预制构件，5-压顶梁面筋，6-压顶梁底筋，7-叠合楼板现浇层，8-叠合楼板预制层，9-预制剪力墙。 1-top beam, 2-parapet wall, 3-vertical constraint edge component, 4-overall prefabricated component of roof beam parapet wall, 5-top beam gluten bar, 6-top top beam bottom bar, 7-cast-in-place layer of laminated floor, 8-prefabricated floors of laminated floors, 9-prefabricated shear walls.
具体实施方式 Detailed ways
参见附图，本实用新型的装配式建筑女儿墙预制压顶梁结构，压顶梁位于女儿墙顶部，压顶梁与女儿墙一体预制成型为压顶梁女儿墙整体预制构件，压顶梁女儿墙整体预制构件与压顶梁女儿墙整体预制构件之间由竖向约束边缘构件连接固定。 Referring to the accompanying drawings, the prefabricated roof beam structure of the prefabricated parapet wall of the utility model, the roof beam is located at the top of the parapet, the roof beam and the parapet are integrally prefabricated as an integral prefabricated component of the roof beam parapet, and the overall prefabricated component of the parapet wall of the roof beam is integrated with the parapet wall. The integral prefabricated components of the top beam parapet are connected and fixed by vertical restraint edge components.
上述竖向约束边缘构件为现浇钢筋混凝土构件。 The above-mentioned vertical restraint edge members are cast-in-place reinforced concrete members.
上述竖向约束边缘构件其高度与压顶梁顶端至女儿墙底端的高度一致。 The height of the above-mentioned vertical restraining edge member is consistent with the height from the top of the top beam to the bottom of the parapet wall.
上述竖向约束边缘构件为长方体和/或直角体。 The above-mentioned vertical constraining edge member is a cuboid and/or a rectangular body.
附图3不仅剖视了压顶梁女儿墙整体预制构件的截面结构，如预制的压顶梁内布有压顶梁面筋5和压顶梁底筋6，而且剖视了本实用新型与预制剪力墙9、叠合楼板现浇层7、叠合楼板预制层8的安装位置关系。 Accompanying drawing 3 has not only sectioned the sectional structure of the integral prefabricated component of the parapet wall of the roofing beam, such as the prefabricated roofing beam being clothed with the roofing beam gluten 5 and the roofing beam bottom rib 6, but also the utility model and the prefabricated shear wall 9 1. The installation position relationship of the cast-in-place layer 7 of the laminated floor slab and the prefabricated layer 8 of the laminated floor slab.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420862399.XU CN204370617U (en) | 2014-12-31 | 2014-12-31 | Assembled architecture parapet prefabricating coping girder construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420862399.XU CN204370617U (en) | 2014-12-31 | 2014-12-31 | Assembled architecture parapet prefabricating coping girder construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204370617U true CN204370617U (en) | 2015-06-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420862399.XU Expired - Lifetime CN204370617U (en) | 2014-12-31 | 2014-12-31 | Assembled architecture parapet prefabricating coping girder construction |
Country Status (1)
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| CN (1) | CN204370617U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703306A (en) * | 2017-01-19 | 2017-05-24 | 香港华艺设计顾问(深圳)有限公司 | Precast concrete parapet wall component and connecting structure thereof |
| 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 |
| CN109339222A (en) * | 2018-11-21 | 2019-02-15 | 远大住宅工业（上海）有限公司 | A connection structure of a prefabricated superimposed parapet wall |
-
2014
- 2014-12-31 CN CN201420862399.XU patent/CN204370617U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703306A (en) * | 2017-01-19 | 2017-05-24 | 香港华艺设计顾问(深圳)有限公司 | Precast concrete parapet wall component and connecting structure thereof |
| 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 | Roof parapet structure and manufacturing method thereof |
| CN109339222A (en) * | 2018-11-21 | 2019-02-15 | 远大住宅工业（上海）有限公司 | A connection structure of a prefabricated superimposed parapet wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160107 Address after: 410600 development road, Ningxiang Economic Development Zone, Changsha, Hunan, China Patentee after: NINGXIANG BROAD HOMES INDUSTRIAL CO.,LTD. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Patentee before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL Co.,Ltd. |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20150603 |