CN208088569U - A kind of prefabricated steel compound shear wall with bolt-type batten plate - Google Patents
A kind of prefabricated steel compound shear wall with bolt-type batten plate Download PDFInfo
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- CN208088569U CN208088569U CN201820407738.3U CN201820407738U CN208088569U CN 208088569 U CN208088569 U CN 208088569U CN 201820407738 U CN201820407738 U CN 201820407738U CN 208088569 U CN208088569 U CN 208088569U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 153
- 239000010959 steel Substances 0.000 title claims abstract description 153
- 150000001875 compounds Chemical class 0.000 title claims 11
- 239000004567 concrete Substances 0.000 claims abstract description 29
- 238000003466 welding Methods 0.000 claims abstract description 27
- 238000007789 sealing Methods 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims description 16
- 238000005452 bending Methods 0.000 claims description 9
- 239000002131 composite material Substances 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 13
- 239000000463 material Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009966 trimming Methods 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 1
- 230000002301 combined effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000004049 embossing Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
本实用新型公开了一种带插销式缀板的预制钢板组合剪力墙，包括钢板骨架，钢板骨架包括连续设置的多个节间单元，每一个节间单元均设置有N列缀板，其中1≤N≤4，且N为自然数，每一列中的多个缀板均沿外侧钢板纵向等间距设置，所述的缀板插销式垂直插装在外侧钢板上，插装后与外侧钢板相焊接，相邻的节间单元通过外侧钢板相焊接，焊接后的多个节间单元在外露处还焊接有封板，以使得钢板骨架成为具有内腔的封闭结构，所述内腔内浇筑有混凝土，混凝土浇筑时能够在各个节间单元区域内流动，混凝土浇筑后构成整个的组合剪力墙。该剪力墙用钢量经济，制作简单，施工快捷，能够充分发挥混凝土及钢结构各自的优势。
The utility model discloses a prefabricated steel plate composite shear wall with bolt-type embossed plates, which comprises a steel plate skeleton, and the steel plate skeleton includes a plurality of internode units arranged continuously, and each internode unit is provided with N columns of embellished plates, wherein 1≤N≤4, and N is a natural number, multiple panels in each column are arranged at equal intervals along the longitudinal direction of the outer steel plate, and the said panel is inserted vertically on the outer steel plate in a pin-type manner, and after being inserted, it is connected to the outer steel plate. Welding, the adjacent internode units are welded through the outer steel plates, and the exposed parts of the welded internode units are also welded with sealing plates, so that the steel plate skeleton becomes a closed structure with an inner cavity, and the inner cavity is poured with Concrete can flow in each internode unit area during concrete pouring, and the entire combined shear wall is formed after concrete pouring. The shear wall uses economical amount of steel, is simple to manufacture, and is quick to construct, and can give full play to the respective advantages of concrete and steel structures.
Description
技术领域technical field
本实用新型属于土木工程中的一种装配式组合结构体系，具体是指一种带插销式缀板的预制钢板组合剪力墙，该组合形式可用于常见高层建筑中，尤其适用于装配式住宅及公寓中。The utility model belongs to a prefabricated combined structure system in civil engineering, and specifically refers to a prefabricated steel plate combined shear wall with a plug-in panel. This combined form can be used in common high-rise buildings, especially suitable for prefabricated houses. and in the apartment.
背景技术Background technique
传统的住房建造技术生产效率低、施工速度慢、建设周期长、材料消耗多且工人劳动强度大，这一系列状况已不能适应现代社会对住宅的刚性需求。而装配式建筑具有以下特点：①设计多样化，可以根据住房要求进行设计；②功能现代化，可以采用多种节能环保等新型材料；③制造工厂化，可以使得建筑构配件统一工厂化生产，一气呵成；④施工装配化，可以大大减少劳动力，减少材料浪费；⑤时间最优化，使施工周期明显加快。装配式建筑注重对环境、资源的保护，其施工过程中有效减少了建筑污水、有害气体、粉尘的排放和建筑噪音的污染，降低了建筑施工对周边环境的各种影响，有利于提高建筑的劳动生产率，促进设计、建筑的精细化，提升建筑的整体质量和节能减排水率，促进了我国建筑业健康可持续发展，符合国家经济发展的需求。Traditional housing construction technology has low production efficiency, slow construction speed, long construction period, high material consumption and high labor intensity. These series of conditions can no longer meet the rigid demand for housing in modern society. The prefabricated building has the following characteristics: ①The design is diversified and can be designed according to the housing requirements; ②The function is modernized, and a variety of new materials such as energy saving and environmental protection can be used; ③Manufacturing is factory-based, which can make the building components and accessories uniform and factory-made. ; ④ Construction assembly can greatly reduce labor force and reduce material waste; ⑤ Time optimization can significantly speed up the construction cycle. The prefabricated building pays attention to the protection of the environment and resources. During the construction process, it effectively reduces the emission of construction sewage, harmful gases, dust and construction noise pollution, reduces the various impacts of construction on the surrounding environment, and is conducive to improving the construction efficiency. Labor productivity promotes the refinement of design and construction, improves the overall quality of buildings and the rate of energy conservation and drainage reduction, promotes the healthy and sustainable development of my country's construction industry, and meets the needs of national economic development.
装配式建筑主要分为装配式混凝土结构及装配式钢结构，装配式混凝土结构剪力墙建筑布局灵活，能提供较好的室内空间，但由于竖向构件装配质量不容易保证，整体性较现浇结构差，运输安装容易存在问题等现状限制条件，推广应用受到一定限制。装配式钢结构装配率高，节能环保，但鉴于成本造价的影响，我国目前大部分高层住宅楼采用的是钢筋混凝土剪力墙结构形式，且腐蚀及防火也制约了钢结构住宅的推广。Prefabricated buildings are mainly divided into prefabricated concrete structures and prefabricated steel structures. Prefabricated concrete structure shear wall buildings have flexible layout and can provide better indoor space. However, because the assembly quality of vertical components is not easy to guarantee, the integrity is relatively Poor pouring structure, transportation and installation are prone to problems and other current constraints, and the promotion and application are limited to a certain extent. The prefabricated steel structure has a high assembly rate, energy saving and environmental protection. However, in view of the impact of cost and cost, most high-rise residential buildings in my country currently use reinforced concrete shear wall structures, and corrosion and fire prevention also restrict the promotion of steel structure residential buildings.
如果将钢结构与混凝土结构有效的结构起来，研究一种新型装配式抗侧力构件，充分发挥混凝土及钢结构各自的优势，针对目前结构体系中的缺点，是一个很好的解决方案。If the steel structure and the concrete structure are effectively combined, a new type of assembled lateral force-resistant member is studied, and the respective advantages of the concrete and steel structures are fully utilized, which is a good solution to the shortcomings of the current structural system.
实用新型内容Utility model content
本实用新型的目的是提供一种带插销式缀板的预制钢板组合剪力墙，该剪力墙用钢量经济，制作简单，施工快捷，能够充分发挥混凝土及钢结构各自的优势。The purpose of this utility model is to provide a prefabricated steel plate composite shear wall with bolt-type panels. The shear wall uses economical steel, is simple to manufacture, and can be constructed quickly. It can give full play to the respective advantages of concrete and steel structures.
本实用新型的上述目的通过如下技术方案实现：一种带插销式缀板的预制钢板组合剪力墙，其特征在于：所述剪力墙包括钢板骨架，钢板骨架包括连续设置的多个节间单元，每一个节间单元均设置有N列缀板，其中1≤N≤4，且N为自然数，每一列中的多个缀板均沿外侧钢板纵向等间距设置，所述的缀板插销式垂直插装在外侧钢板上，插装后与外侧钢板相焊接，相邻的节间单元通过外侧钢板相焊接，焊接后的多个节间单元在外露处还焊接有封板，以使得钢板骨架成为具有内腔的封闭结构，所述内腔内浇筑有混凝土，混凝土浇筑时能够在各个节间单元区域内流动，混凝土浇筑后构成整个的组合剪力墙。The above purpose of the utility model is achieved through the following technical scheme: a prefabricated steel plate composite shear wall with bolt-type paneling, characterized in that: the shear wall includes a steel plate skeleton, and the steel plate skeleton includes a plurality of internodes arranged continuously unit, each internode unit is provided with N rows of trim plates, where 1≤N≤4, and N is a natural number, and multiple trim plates in each column are arranged at equal intervals along the longitudinal direction of the outer steel plate, and the trim plate pins Inserted vertically on the outer steel plate, after insertion, it is welded with the outer steel plate, and the adjacent internode units are welded through the outer steel plate, and the exposed parts of the welded internode units are also welded with sealing plates, so that the steel plate The skeleton becomes a closed structure with an inner cavity, and concrete is poured in the inner cavity, which can flow in each internode unit area during pouring of the concrete, and forms a whole composite shear wall after pouring the concrete.
本实用新型的组合剪力墙可解决目前装配式混凝土结构及钢结构中出现的问题。将通过与插销式缀板连接而成的两块外侧钢板并内部填充混凝土组成竖向构件受力体系，插销式缀板与两侧钢板焊接组合形成子单元且子单元之间通过焊接可实现重复装配，外侧钢板与缀板可对内填充的混凝土进行约束。该组合剪力墙用钢量经济，制作简单，施工快捷，能充分发挥混凝土及钢结构优势并受力性能优越的竖向构件受力体系。The combined shear wall of the utility model can solve the problems in the current prefabricated concrete structure and steel structure. The two outer steel plates connected with the plug-in panel and filled with concrete form the vertical component force system. The plug-in panel and the steel plates on both sides are welded to form a subunit, and the subunits can be repeated through welding. Assembled, the outer steel plates and panels can restrain the concrete filled inside. The combined shear wall uses economical steel, is simple to manufacture, and is fast in construction, and can give full play to the advantages of concrete and steel structures and is a vertical component bearing system with superior mechanical performance.
本实用新型中，所述的外侧钢板开设有钢板洞口，所述的缀板的顶端和底端均插装在外侧钢板的钢板洞口上。In the utility model, the outer steel plate is provided with a steel plate hole, and the top and bottom ends of the trim plate are inserted into the steel plate hole of the outer steel plate.
本实用新型中，所述的缀板的顶端穿过外侧钢板的钢板洞口后弯折形成弯折边，所述弯折边与外侧钢板相焊接；所述的缀板的底端穿过外侧钢板的钢板洞口后弯折形成弯折边，所述弯折边与外侧钢板相焊接。In the utility model, the top end of the trim plate passes through the steel plate opening of the outer steel plate and then bends to form a bent edge, and the bent edge is welded to the outer steel plate; the bottom end of the trim plate passes through the outer steel plate The opening of the steel plate is bent to form a bent edge, and the bent edge is welded to the outer steel plate.
本实用新型中，所述的缀板的顶端穿过外侧钢板的钢板洞口后弯折形成弯折边，所述弯折边与外侧钢板相焊接；所述的缀板的底端为插装在外侧钢板的钢板洞口的直焊边，所述直焊边与外侧钢板相焊接。In the utility model, the top of the trim plate passes through the opening of the steel plate on the outer steel plate and then bends to form a bent edge, and the bent edge is welded to the outer steel plate; the bottom end of the trim plate is inserted into the The straight welding edge of the steel plate opening of the outer steel plate, and the straight welding edge is welded to the outer steel plate.
本实用新型中，所述的缀板的顶端为插装在外侧钢板的钢板洞口的直焊边，所述直焊边与外侧钢板相焊接；所述的缀板的底端为插装在外侧钢板的钢板洞口的直焊边，所述直焊边与外侧钢板相焊接。In the utility model, the top end of the patch plate is a straight welding edge inserted in the opening of the steel plate on the outer steel plate, and the straight welding edge is welded to the outer steel plate; the bottom end of the patch plate is inserted on the outer The straight welding edge of the steel plate opening of the steel plate, and the straight welding edge is welded to the outer steel plate.
本实用新型中，所述的节间单元中，沿外侧钢板纵向设置的多个缀板，相邻的缀板之间的纵向间距为100mm～300mm。In the present utility model, in the internode unit, the longitudinal spacing between adjacent trim plates is 100 mm to 300 mm for the plurality of trim plates arranged longitudinally along the outer steel plate.
本实用新型中，所述外侧钢板的厚度为4mm～8mm，缀板的厚度与外侧钢板的厚度相等。In the utility model, the thickness of the outer steel plate is 4 mm to 8 mm, and the thickness of the trim plate is equal to the thickness of the outer steel plate.
本实用新型中，所述缀板的高度为20mm～50mm。In the present utility model, the height of the patch panel is 20mm-50mm.
本实用新型中，所述缀板与外侧钢板采用单面焊接，所述封板也焊接在外侧钢板上，与外侧钢板采用等强坡口焊相连接。In the utility model, the trim plate and the outer steel plate are welded on one side, and the sealing plate is also welded on the outer steel plate, and is connected with the outer steel plate by equal-strength groove welding.
本实用新型中，所述剪力墙为一字型墙，所述的封板位于墙端。In the utility model, the shear wall is a straight wall, and the sealing plate is located at the end of the wall.
按上述设计的带插销式缀板的预制钢板组合剪力墙，能达到预期的效果，特别适用于住宅建筑及公寓建筑。The prefabricated steel plate composite shear wall with the bolt-type trim plate designed according to the above can achieve the desired effect, and is especially suitable for residential buildings and apartment buildings.
与现有技术相比，本实用新型具有如下优点：Compared with the prior art, the utility model has the following advantages:
(1)本实用新型的组合剪力墙结构构件既作为竖向承重构件，又作为抗侧力构件。组合剪力墙结构受力性能优良，墙体截面尺寸较小，进而提高建筑空间的利用率，减轻结构自重，减小地震效应。(1) The composite shear wall structural member of the present utility model is used not only as a vertical load-bearing member, but also as a lateral force-resisting member. The composite shear wall structure has excellent mechanical performance, and the wall section size is small, thereby improving the utilization rate of the building space, reducing the structure's own weight, and reducing the earthquake effect.
(2)本实用新型的组合剪力墙结构构件可在工厂加工好，现场灌注混凝土及少量焊缝作业即可，相对于装配混凝土结构，生产速度快，运输方便，施工简单，施工质量得以保证，大量节省人工。(2) The structural components of the combined shear wall of the utility model can be processed in the factory, and the on-site pouring of concrete and a small amount of welding seams are enough. Compared with the assembled concrete structure, the production speed is fast, the transportation is convenient, the construction is simple, and the construction quality can be guaranteed. , save a lot of labor.
(3)本实用新型相对于其余组合墙结构，钢板墙、缀板与混凝土协同工作，组合作用可靠，整体结构抗压、抗弯和抗剪承载力高。(3) Compared with other combined wall structures, the utility model has steel plate walls, panels and concrete working together, the combined effect is reliable, and the overall structure has high compressive, bending and shearing bearing capacity.
附图说明Description of drawings
下面结合附图和具体实施例对本实用新型做进一步详细说明。Below in conjunction with accompanying drawing and specific embodiment the utility model is described in further detail.
图1是本实用新型带插销式缀板的预制钢板组合剪力墙实施例一的整体结构图，显示剪力墙中各组件在横向上的排布；Fig. 1 is the overall structure diagram of embodiment 1 of the prefabricated steel plate combined shear wall with plug-in panel of the present invention, showing the arrangement of components in the shear wall in the transverse direction;
图2是图1的A—A视图，显示缀板与外侧钢板的外部排列布局；Fig. 2 is the A-A view of Fig. 1, showing the external layout of the panel and the outer steel plate;
图3是图1的B—B剖视图，显示缀板沿外侧钢板纵向的排列布局；Fig. 3 is a sectional view of B-B in Fig. 1, showing the arrangement and layout of the panels along the longitudinal direction of the outer steel plate;
图4是本实用新型带插销式缀板的预制钢板组合剪力墙实施例一中节间单元的结构示意图；Fig. 4 is a structural schematic diagram of the internode unit in Embodiment 1 of the prefabricated steel plate composite shear wall with a plug-in panel of the present invention;
图5是本实用新型带插销式缀板的预制钢板组合剪力墙实施例一中外侧钢板的零件图；Fig. 5 is a part diagram of the outer steel plate in Embodiment 1 of the prefabricated steel plate combined shear wall with bolt-type paneling of the present invention;
图6是本实用新型带插销式缀板的预制钢板组合剪力墙实施例一中缀板的零件图；Fig. 6 is a part diagram of the panel in the first embodiment of the prefabricated steel plate composite shear wall with a plug-in panel of the present invention;
图7是本实用新型带插销式缀板的预制钢板组合剪力墙实施例一中缀板未加工成型前钢板的展开结构示意图；Fig. 7 is a schematic diagram of the unfolded structure of the steel plate before the intermediate panel is processed and formed in the embodiment of the prefabricated steel plate combined shear wall with the plug-in panel of the present invention;
图8是本实用新型带插销式缀板的预制钢板组合剪力墙实施例二的整体结构图；Fig. 8 is the overall structure diagram of Embodiment 2 of the prefabricated steel plate combined shear wall with bolt-type panel of the present invention;
图9是本实用新型带插销式缀板的预制钢板组合剪力墙实施例二中节间单元的结构示意图；Fig. 9 is a structural schematic diagram of the internode unit in Embodiment 2 of the prefabricated steel plate combined shear wall with bolt-type paneling of the present invention;
图10是本实用新型带插销式缀板的预制钢板组合剪力墙实施例二中缀板的零件图；Fig. 10 is a part diagram of the panel in the second embodiment of the prefabricated steel plate combined shear wall with a plug-in panel of the present invention;
图11是本实用新型带插销式缀板的预制钢板组合剪力墙实施例二中缀板未加工成型前钢板的展开结构示意图；Fig. 11 is a schematic diagram of the expanded structure of the steel plate before the trimming is processed and formed in the second embodiment of the prefabricated steel plate combined shear wall with the bolt-type trimming of the utility model;
图12是本实用新型带插销式缀板的预制钢板组合剪力墙实施例三的整体结构图；Fig. 12 is the overall structure diagram of the third embodiment of the prefabricated steel plate combined shear wall with plug-in panel of the present invention;
图13是本实用新型带插销式缀板的预制钢板组合剪力墙实施例三中节间单元的结构示意图；Fig. 13 is a structural schematic diagram of the internode unit in Embodiment 3 of the prefabricated steel plate combined shear wall with plug-in panel of the present invention;
图14是本实用新型带插销式缀板的预制钢板组合剪力墙实施例三中缀板的零件图；Fig. 14 is a part diagram of the panel in Example 3 of the prefabricated steel plate combined shear wall with plug-in panel of the present invention;
图15是本实用新型带插销式缀板的预制钢板组合剪力墙实施例三中缀板未加工成型前钢板的展开结构示意图。Fig. 15 is a schematic diagram of the unfolded structure of the prefabricated steel plate combined shear wall with bolt-type paneling in Embodiment 3 of the utility model before the paneling is processed and formed.
附图标记说明：Explanation of reference signs:
1—外侧钢板，11—钢板洞口，2—混凝土，3—封板，1—outer steel plate, 11—steel plate hole, 2—concrete, 3—sealing plate,
4—缀板，41—弯折边，42—直焊边。4—embellished plate, 41—bending edge, 42—straight welding edge.
具体实施方式Detailed ways
实施例一Embodiment one
本实用新型带插销式缀板的预制钢板组合剪力墙的实施例一如图1至图7所示，该剪力墙包括钢板骨架，钢板骨架包括连续设置的多个节间单元，每一个节间单元均设置有两列缀板4，每一列中的多个缀板4均沿外侧钢板1纵向等间距设置，外侧钢板1开设有钢板洞口11，缀板4插销式垂直插装在外侧钢板1上，缀板4的顶端和底端均插装在外侧钢板1的钢板洞口11上，插装后与外侧钢板1相焊接，相邻的节间单元通过外侧钢板1相焊接，焊接后的多个节间单元在外露处还焊接有封板3，以使得钢板骨架成为具有内腔的封闭结构，内腔内浇筑有混凝土2，混凝土2浇筑时能够在各个节间单元区域内流动，混凝土2浇筑后构成整个的组合剪力墙。Embodiment 1 of the prefabricated steel plate composite shear wall with bolt-type embossing plate of the present invention is shown in Figure 1 to Figure 7, the shear wall includes a steel plate skeleton, and the steel plate skeleton includes a plurality of internode units arranged continuously, each The internode units are provided with two columns of trim plates 4, and the plurality of trim plates 4 in each row are arranged at equal intervals along the longitudinal direction of the outer steel plate 1. The outer steel plate 1 is provided with a steel plate hole 11, and the trim plates 4 are plugged vertically on the outer side. On the steel plate 1, the top and bottom ends of the trim plate 4 are inserted into the steel plate opening 11 of the outer steel plate 1, and after being inserted, they are welded with the outer steel plate 1, and the adjacent internode units are welded through the outer steel plate 1, and after welding The multiple internode units are also welded with sealing plates 3 at the exposed parts, so that the steel plate skeleton becomes a closed structure with an inner cavity, and concrete 2 is poured in the inner cavity, and the concrete 2 can flow in the area of each internode unit when pouring, Concrete 2 is poured to form the entire composite shear wall.
本实施例中，缀板4的两端结构相同，缀板4由图7所示的钢板构成，缀板4的顶端穿过外侧钢板1的钢板洞口11后弯折90°形成弯折边41，弯折边41与外侧钢板1采用单面焊接；缀板4的底端穿过外侧钢板1的钢板洞口11后弯折90°形成弯折边41，弯折边41与外侧钢板1采用单面焊接。In this embodiment, both ends of the panel 4 have the same structure, and the panel 4 is made of steel plates as shown in FIG. The bent edge 41 and the outer steel plate 1 adopt single-sided welding; the bottom end of the trim plate 4 passes through the steel plate hole 11 of the outer steel plate 1 and is bent 90° to form the bent edge 41, and the bent edge 41 and the outer steel plate 1 adopt single-sided welding. surface welding.
本实施例中，该钢板骨架中，带缀板4的两侧钢板相互焊接形成稳定骨架，混凝土浇筑时可在各个节间单元区域内流动。每一个节间单元中，沿外侧钢板1纵向设置的多个缀板4，相邻的缀板4之间的纵向间距为200mm。外侧钢板1的厚度为6mm，缀板4的厚度与外侧钢板1的厚度相等，缀板4的高度为40mm。In this embodiment, in the steel plate skeleton, the steel plates on both sides of the decorative plate 4 are welded to each other to form a stable skeleton, and the concrete can flow in each internode unit area during pouring. In each internode unit, a plurality of panels 4 are arranged longitudinally along the outer steel plate 1, and the longitudinal distance between adjacent panels 4 is 200 mm. The thickness of the outer steel plate 1 is 6mm, the thickness of the trim plate 4 is equal to the thickness of the outer steel plate 1, and the height of the trim plate 4 is 40mm.
该外侧钢板1的厚度根据计算要求确定其厚度，通常在4mm～8mm范围内取值，主要用于承担水平荷载作用及约束内填充混凝土。外侧钢板1的纵向是图3所示的方向，即与图1所显示的横向相垂直的方向。缀板4的高度也可以在20mm～50mm范围内取值，相邻的缀板4之间的纵向间距也可以在100mm～300mm范围内取值。图7为弯折前的缀板，插入外侧钢板后弯折形成缀板4，并与外侧钢板1焊接形成稳定骨架形成一个子单元，子单元之间通过焊接可实现重复装配，混凝土浇筑时可在各个节间单元区域内流动The thickness of the outer steel plate 1 is determined according to calculation requirements, usually in the range of 4 mm to 8 mm, and is mainly used for bearing horizontal loads and filling concrete within constraints. The longitudinal direction of the outer steel plate 1 is the direction shown in FIG. 3 , that is, the direction perpendicular to the transverse direction shown in FIG. 1 . The height of the panels 4 can also be in the range of 20 mm to 50 mm, and the longitudinal spacing between adjacent panels 4 can also be in the range of 100 mm to 300 mm. Figure 7 shows the panel before bending. After inserting the outer steel plate, it is bent to form the panel 4, and welded with the outer steel plate 1 to form a stable skeleton to form a subunit. The subunits can be assembled repeatedly by welding, and can be used during concrete pouring. flow within each internodal unit area
本实施例中，缀板4与外侧钢板1采用单面焊接，剪力墙为一字型墙，封板3位于墙端，封板3焊接在外侧钢板1上，与外侧钢板1采用等强坡口焊相连接。In this embodiment, the panel 4 and the outer steel plate 1 are welded on one side, the shear wall is a straight wall, the sealing plate 3 is located at the end of the wall, the sealing plate 3 is welded on the outer steel plate 1, and the outer steel plate 1 is of the same strength. Groove weld connection.
本实施例也可以做如下变换：多个节间单元中，每一个节间单元均设置有N列缀板4，其中1≤N≤4，且N为自然数，每一列中的多个缀板4均沿外侧钢板1纵向等间距设置。This embodiment can also be transformed as follows: among multiple internode units, each internode unit is provided with N columns of patch panels 4, where 1≤N≤4, and N is a natural number, and the multiple patch panels in each column 4 are arranged at equal intervals along the longitudinal direction of the outer steel plate 1.
实施例二Embodiment two
本实用新型带插销式缀板的预制钢板组合剪力墙的实施例二如图8至图11所示，和实施例一不同的是，本实施例中，缀板4的两端结构不同，缀板4由图11所示的钢板构成，缀板4的顶端穿过外侧钢板1的钢板洞口11后弯折90°形成弯折边41，弯折边41与外侧钢板1采用单面焊接；缀板4的底端为插装在外侧钢板1的钢板洞口11的直焊边42，直焊边42与外侧钢板1采用单面焊接。The second embodiment of the prefabricated steel plate combined shear wall with plug-in panel of the present invention is shown in Figure 8 to Figure 11, and the difference from the first embodiment is that in this embodiment, the structure of the two ends of the panel 4 is different, The trim plate 4 is made of the steel plate shown in Figure 11, the top of the trim plate 4 passes through the steel plate opening 11 of the outer steel plate 1 and then bends at 90° to form a bent edge 41, and the bent edge 41 and the outer steel plate 1 are welded on one side; The bottom end of the trim plate 4 is a straight welding edge 42 inserted in the steel plate hole 11 of the outer steel plate 1, and the straight welding edge 42 and the outer steel plate 1 adopt single-sided welding.
实施例三Embodiment three
本实用新型带插销式缀板的预制钢板组合剪力墙的实施例三如图12至图15所示，和实施例一不同的是，本实施例中，缀板4的两端结构相同，缀板4由图15所示的钢板构成，缀板4的顶端为插装在外侧钢板1的钢板洞口11的直焊边42，直焊边42与外侧钢板1采用单面焊接；缀板4的底端为插装在外侧钢板1的钢板洞口11的直焊边42，直焊边42与外侧钢板1采用单面焊接。The third embodiment of the prefabricated steel plate composite shear wall with plug-in panel of the present invention is shown in Figure 12 to Figure 15, and the difference from the first embodiment is that in this embodiment, the two ends of the panel 4 have the same structure, The trim plate 4 is made of the steel plate shown in Figure 15, the top of the trim plate 4 is a straight welding edge 42 inserted in the steel plate hole 11 of the outer steel plate 1, and the straight welding edge 42 is welded with the outer steel plate 1 on one side; the trim plate 4 The bottom end is the straight welding edge 42 inserted in the steel plate opening 11 of the outer steel plate 1, and the straight welding edge 42 and the outer steel plate 1 adopt single-sided welding.
本实用新型的上述实施例并不是对本实用新型保护范围的限定，本实用新型的实施方式不限于此，凡此种种根据本实用新型的上述内容，按照本领域的普通技术知识和惯用手段，在不脱离本实用新型上述基本技术思想前提下，对本实用新型上述结构做出的其它多种形式的修改、替换或变更，均应落在本实用新型的保护范围之内。The above-mentioned embodiments of the utility model are not limiting the protection scope of the utility model, and the implementation manner of the utility model is not limited thereto. On the premise of not departing from the above-mentioned basic technical idea of the present utility model, other modifications, replacements or changes made to the above-mentioned structure of the present utility model in various forms shall fall within the protection scope of the present utility model.
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