CN107795040A - Building double steel plate concrete structure double steel plate connecting member - Google Patents
Building double steel plate concrete structure double steel plate connecting member Download PDFInfo
- Publication number
- CN107795040A CN107795040A CN201710972629.6A CN201710972629A CN107795040A CN 107795040 A CN107795040 A CN 107795040A CN 201710972629 A CN201710972629 A CN 201710972629A CN 107795040 A CN107795040 A CN 107795040A
- Authority
- CN
- China
- Prior art keywords
- steel
- steel plate
- plate
- channel steels
- channel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 76
- 239000010959 steel Substances 0.000 title claims abstract description 76
- 239000004567 concrete Substances 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 abstract description 6
- 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
- 238000003466 welding 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, 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, greatly occupying space and wasting materials. At present, the J-shaped hook connection is widely used, but the connection method is welding, the construction work is difficult, and the quality is 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 disadvantages of the prior art, and provide a double-steel-steel-steel-steel-steel-steel-concrete connection member capable of stably connecting two layers of steel-slabs in the double-steel-steel-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-steel-concrete structure double-steel connecting member of the present invention comprises two relatively spaced steel plates, on each steel plate a plurality of channel steels are respectively fixed at left and right intervals through connecting rods, and the plurality of channel steels are fixed along the vertical In the vertical direction, the connecting rod is set along the horizontal direction and is fixedly connected with the web of the channel steel, wherein the multiple channel steels on the first steel plate are arranged alternately with the multiple channel steels on the second steel plate, and the first 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 with 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 the advantages of simple structure, convenient material acquisition, easy processing, simple construction, cost saving, and fully exerts 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；Fig. 1 is the three-dimensional structure schematic 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；Fig. 2 is a schematic diagram of a single-sided component assembly of the components shown in Fig. 1;
图3是图1所示构件的俯视图。Fig. 3 is a top view of the components shown in Fig. 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。The specific implementation manners of the present invention will be described in detail below in conjunction with 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-steel concrete structure double-steel connecting member of the present invention includes two relatively spaced steel plates 1, and a plurality of channel steels 2 are respectively fixed on each steel plate 1 through connecting rods 3 at left and right intervals. , the multiple channel steels 2 are along the vertical direction, and the connecting rods 3 are set along the horizontal direction and are fixedly connected with the webs of the channel steels 2, wherein the multiple channel steels 2 on the first steel plate are connected with the second A plurality of channel steels 2 on a steel plate are arranged in a staggered manner, and the two wing plates of each channel steel 2 on the first steel plate are respectively inserted in the grooves of two adjacent channel steels 2 on the second steel plate. It is fixedly connected with the web of the channel steel 2 on the second steel plate, and 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, the connecting rod and the channel steel can be completed in the component factory, and can also be welded on the construction site according to requirements. Then at the construction site, the corresponding two steel plates are staggered and connected, installed in the corresponding position, poured with concrete, and supported, and can be unsupported when 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 is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the description of the present invention and the contents of the accompanying drawings, or directly or indirectly used in other related technologies fields, all of which 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 true CN107795040A (en) | 2018-03-13 |
| CN107795040B CN107795040B (en) | 2023-12-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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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| Country | Link |
|---|---|
| CN (1) | CN107795040B (en) |
Cited By (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 |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN112695917A (en) * | 2020-12-23 | 2021-04-23 | 湖北正浩建设集团有限公司 | Shear wall structure of steel-concrete structure building and construction method thereof |
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
Citations (7)
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| 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 |
| CN205502304U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Consolidate double steel plates compound shear wall |
| CN205502303U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | 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 |
| CN205502304U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | Consolidate double steel plates compound shear wall |
| CN205502303U (en) * | 2016-01-23 | 2016-08-24 | 合肥工业大学 | 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 |
Cited By (6)
| 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 |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| 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 |
| CN112695917A (en) * | 2020-12-23 | 2021-04-23 | 湖北正浩建设集团有限公司 | Shear wall structure of steel-concrete structure building and construction method thereof |
| 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 |
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107795040B (en) | 2023-12-26 |
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