CN107795040B - Double-steel-plate connecting member for building double-steel-plate concrete structure - Google Patents
Double-steel-plate connecting member for building double-steel-plate concrete structure Download PDFInfo
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- CN107795040B CN107795040B CN201710972629.6A CN201710972629A CN107795040B CN 107795040 B CN107795040 B CN 107795040B CN 201710972629 A CN201710972629 A CN 201710972629A CN 107795040 B CN107795040 B CN 107795040B
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- steel
- steel plate
- double
- channel steels
- plate
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- 239000004567 concrete Substances 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 80
- 239000010959 steel Substances 0.000 claims abstract description 80
- 238000010276 construction Methods 0.000 claims abstract description 7
- 238000003466 welding Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
技术领域Technical field
本发明涉及建筑领域，特别是涉及一种双钢板混凝土剪力墙结构。The invention relates to the field of construction, and in particular to a double steel plate concrete shear wall structure.
背景技术Background technique
如今随着建筑施工技术的发展和建筑的需求增加，高层建筑将成为主流。高层建筑大大增加传统钢筋混凝土墙的厚度，极大的占用了空间浪费了材料。目前广泛采用的是J型钩连接，但是其连接方式为焊接，施工作业难度大，质量难以保证。Nowadays, with the development of building construction technology and the increasing demand for buildings, high-rise buildings will become the mainstream. High-rise buildings greatly increase the thickness of traditional reinforced concrete walls, which greatly takes up space and wastes materials. At present, J-shaped hook connection is widely used, but its connection method is welding, which makes the construction operation difficult and the quality difficult to guarantee.
发明内容Contents of the invention
本发明的目的在于克服已有技术的缺点，提供能够使双钢板混凝土结构中两层钢板稳固连接的建筑双钢板混凝土结构双钢板连接构件。The object of the present invention is to overcome the shortcomings of the prior art and provide a double steel plate connecting member of a building double steel plate concrete structure that can firmly connect two layers of steel plates in a double steel plate concrete structure.
本发明是通过以下技术方案实现：The present invention is realized through the following technical solutions:
本发明的建筑双钢板混凝土结构双钢板连接构件，包括两块相对间隔设置的钢板，在每一块钢板上均分别通过连杆左右间隔固定有多根槽钢，所述的多根槽钢沿竖直方向，所述的连杆沿水平方向设置并且与槽钢的腹板固定相连，其中第一块钢板上的多根槽钢与第二块钢板上的多根槽钢交错设置，第一块钢板上的每一根槽钢的两块翼板分别插在第二块钢板上两根相邻的槽钢的凹槽内并与第二块钢板上的槽钢的腹板固定相连。The double-steel plate connection member of the building's double-steel concrete structure of the present invention includes two relatively spaced steel plates. On each steel plate, a plurality of channel steels are fixed at left and right intervals through connecting rods. The plurality of channel steels are installed along the vertical direction. In the straight direction, the connecting rod is arranged along the horizontal direction and is fixedly connected to the web of the channel steel, in which multiple channel steels on the first steel plate are staggered with multiple channel steels on the second steel plate. The two wing plates of each channel steel on the steel plate are respectively inserted into the grooves of two adjacent channel steels on the second steel plate and are fixedly connected to the webs of the channel steel on the second steel plate.
本发明的有益效果是：The beneficial effects of the present invention are:
本发明结构简单，取材方便，易于加工，施工简单，节约成本，充分发挥双钢板混凝土结构的优良性能。The invention has simple structure, convenient material collection, easy processing, simple construction, cost saving, and gives full play to the excellent performance of the double steel plate concrete structure.
附图说明Description of drawings
图1是本发明的建筑双钢板混凝土结构双钢板连接构件的立体结构示意图；Figure 1 is a schematic three-dimensional structural diagram of the double steel plate connecting member of the building double steel plate concrete structure of the present invention;
图2是图1所示的构件的单面构件组合示意图；Figure 2 is a schematic diagram of the single-sided component assembly of the components shown in Figure 1;
图3是图1所示构件的俯视图。Figure 3 is a top view of the component shown in Figure 1 .
具体实施方式Detailed ways
下面结合附图，对本发明的具体实施方式进行详细说明。Specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
如附图所示的本发明的建筑双钢板混凝土结构双钢板连接构件，包括两块相对间隔设置的钢板1，在每一块钢板1上均分别通过连杆3左右间隔固定有多根槽钢2，所述的多根槽钢2沿竖直方向，所述的连杆3沿水平方向设置并且与槽钢2的腹板固定相连，其中第一块钢板上的多根槽钢2与第二块钢板上的多根槽钢2交错设置，第一块钢板上的每一根槽钢2的两块翼板分别插在第二块钢板上两根相邻的槽钢2的凹槽内并与第二块钢板上的槽钢2的腹板固定相连，槽钢和和连杆组成的连接构件，将两钢板连接在一起，增大原材料性能。As shown in the accompanying drawings, the double steel plate connecting member of a building double steel plate concrete structure of the present invention includes two relatively spaced steel plates 1. On each steel plate 1, a plurality of channel steels 2 are fixed at left and right intervals through connecting rods 3. , the plurality of channel steels 2 are arranged along the vertical direction, and the connecting rods 3 are arranged along the horizontal direction and are fixedly connected to the web of the channel steel 2, wherein the plurality of channel steels 2 on the first steel plate are connected to the second A plurality of channel steels 2 on the first steel plate are staggered, and the two wing plates of each channel steel 2 on the first steel plate are respectively inserted into the grooves of two adjacent channel steels 2 on the second steel plate. It is fixedly connected to the web of the channel steel 2 on the second steel plate. The connecting member composed of the channel steel and the connecting rod connects the two steel plates together to increase the performance of the raw material.
本结构钢板与连杆和槽钢的焊接都可在构件厂完成，也可根据要求在施工现场焊接。然后在施工现场将相应两块钢板相错组装连接，并安装在相应位置，浇筑混凝土，加以支撑，等待混凝土强度达到一定程度即可去支撑。The welding of the structural steel plate, connecting rods and channel steel can be completed in the component factory, or welded at the construction site according to requirements. Then the corresponding two steel plates are assembled and connected at the construction site, and installed in the corresponding position. Concrete is poured and supported. The support can be removed after the concrete strength reaches a certain level.
以上所述仅为本发明的实施例，并非因此限制本发明的专利范围，凡是利用本发明说明书及附图内容所作的等效结构或等效流程变换，或直接或间接运用在其他相关的技术领域，均同理包括在本发明的专利保护范围内。The above are only examples of the present invention, and do not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the description and drawings of the present invention, or directly or indirectly applied to other related technologies fields are equally included in the scope of patent protection of the present invention.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710972629.6A CN107795040B (en) | 2017-10-18 | 2017-10-18 | Double-steel-plate connecting member for building double-steel-plate concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710972629.6A CN107795040B (en) | 2017-10-18 | 2017-10-18 | Double-steel-plate connecting member for building double-steel-plate concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107795040A CN107795040A (en) | 2018-03-13 |
| CN107795040B true CN107795040B (en) | 2023-12-26 |
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| CN201710972629.6A Active CN107795040B (en) | 2017-10-18 | 2017-10-18 | Double-steel-plate connecting member for building double-steel-plate concrete structure |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811900A (en) * | 2019-03-22 | 2019-05-28 | 哈尔滨工业大学 | A kind of board-like connector of double steel plate-concrete structure |
| CN111042384B (en) * | 2019-12-29 | 2021-10-01 | 北京工业大学 | A double-layer steel plate shear wall with double-curled channel steel mouth |
| CN112695917B (en) * | 2020-12-23 | 2022-04-19 | 湖北正浩建设集团有限公司 | Shear wall structure of steel-concrete structure building and construction method thereof |
| CN113202209B (en) * | 2021-05-07 | 2022-01-18 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201762721U (en) * | 2010-08-27 | 2011-03-16 | 于克岗 | W-shaped steel plate supporting continuous wall |
| CN103670448A (en) * | 2014-01-02 | 2014-03-26 | 中铁三局集团有限公司 | Underground pipeline protection device and support method applying underground pipeline protection device |
| CN105220874A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | The construction method of basement superelevation exterior wall self-supporting single side formwork system |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN205502303U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Double steel plates compound shear wall |
| CN205502304U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Consolidate double steel plates compound shear wall |
| CN207582745U (en) * | 2017-10-18 | 2018-07-06 | 天津大学 | Building double steel plate concrete structure double steel plate connecting member |
-
2017
- 2017-10-18 CN CN201710972629.6A patent/CN107795040B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201762721U (en) * | 2010-08-27 | 2011-03-16 | 于克岗 | W-shaped steel plate supporting continuous wall |
| CN103670448A (en) * | 2014-01-02 | 2014-03-26 | 中铁三局集团有限公司 | Underground pipeline protection device and support method applying underground pipeline protection device |
| CN105220874A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | The construction method of basement superelevation exterior wall self-supporting single side formwork system |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN205502303U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Double steel plates compound shear wall |
| CN205502304U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Consolidate double steel plates compound shear wall |
| CN207582745U (en) * | 2017-10-18 | 2018-07-06 | 天津大学 | Building double steel plate concrete structure double steel plate connecting member |
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| CN107795040A (en) | 2018-03-13 |
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