CN205776898U - Overall assembled reinforced concrete shear wall structure system - Google Patents

Overall assembled reinforced concrete shear wall structure system Download PDF

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CN205776898U
CN205776898U CN201620478147.6U CN201620478147U CN205776898U CN 205776898 U CN205776898 U CN 205776898U CN 201620478147 U CN201620478147 U CN 201620478147U CN 205776898 U CN205776898 U CN 205776898U
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frame
panels
wall
horizontal
wall panels
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张骞
张剑平
张中浩
李世峰
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Shijiazhuang Tiedao University
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Abstract

本实用新型公开了一种整体装配式钢筋混凝土剪力墙结构体系,包括拼接成整体剪力墙结构体系的标准结构单元,标准结构单元包括横框架板、纵框架板、横墙板、纵墙板和楼板,框架板用于安装横墙板和纵墙板,横框架板和纵框架板交叉排列连接成框架结构,框架结构竖向层叠安装构成结构体系,每套框架结构顶部安装楼板,横框架板内侧安装横墙板,纵框架板内侧安装纵墙板;将横墙板、纵墙板、楼板、横框架板纵框架板和楼板以及其他构筑件进行标准化设计预制,横墙板、纵墙板、横框架板以及纵框架板上均设置对应的安装区和连接钢筋,框架结构的钢筋焊接完成后在对接位置浇注混凝土,完成装配,有效提高建筑施工效率,提高装配建筑的整体稳定性。

The utility model discloses an integrally assembled reinforced concrete shear wall structure system, which comprises standard structural units spliced into an integral shear wall structural system, and the standard structural unit includes a transverse frame plate, a longitudinal frame plate, a transverse wall plate, and a longitudinal wall slabs and floor slabs, the frame slabs are used to install the horizontal wall panels and vertical wall panels, the horizontal frame slabs and the vertical frame slabs are cross-arranged and connected to form a frame structure, the frame structures are vertically stacked and installed to form a structural system, the top of each set of frame structures is installed with floor slabs, the horizontal Install transverse wall panels on the inner side of the frame slabs, and install longitudinal wall panels on the inner side of the longitudinal frame slabs; carry out standardized design and prefabrication of the transverse wall panels, longitudinal wall panels, floor slabs, horizontal frame panels, longitudinal frame panels, floor slabs and other structural parts. Corresponding installation areas and connecting steel bars are set on the wall panels, horizontal frame panels, and vertical frame panels. After welding the steel bars of the frame structure, concrete is poured at the docking position to complete the assembly, effectively improving the construction efficiency and improving the overall stability of the assembled building. .

Description

整体装配式钢筋混凝土剪力墙结构体系Integral assembled reinforced concrete shear wall structure system

技术领域 technical field

本实用新型涉及整体装配式建筑结构技术领域,尤其涉及一种整体装配式钢筋混凝土剪力墙结构体系。 The utility model relates to the technical field of integrally assembled building structures, in particular to an integrally assembled reinforced concrete shear wall structure system.

背景技术 Background technique

随着现代工业技术的发展,建造房屋可以像机器生产那样,成批成套地制造。只要把预制好的房屋构件,运到工地装配起来就成了。 With the development of modern industrial technology, building houses can be manufactured in batches and in sets like machine production. Just transport the prefabricated building components to the construction site and assemble them.

装配式建筑在20世纪初就开始引起人们的兴趣,到六十年代终于实现。英、法、苏联等国首先作了尝试。由于装配式建筑的建造速度快,而且生产成本较低,迅速在世界各地推广开来。 Assembled architecture began to arouse people's interest in the beginning of the 20th century, and finally realized to the sixties. Britain, France, the Soviet Union and other countries first made attempts. Because the construction speed of prefabricated building is fast, and production cost is relatively low, it is promoted all over the world rapidly.

剪力墙结构是用钢筋混凝土墙板来代替框架结构中的梁柱,能承担各类荷载引起的内力,并能有效控制结构的水平力,这种用钢筋混凝土墙板来承受竖向和水平力的结构称为剪力墙结构。这种结构在高层房屋中被大量运用。 The shear wall structure uses reinforced concrete wall panels to replace the beams and columns in the frame structure, which can bear the internal forces caused by various loads and can effectively control the horizontal force of the structure. The structure of the force is called the shear wall structure. This structure is widely used in high-rise buildings.

剪力墙结构是指纵横向的主要承重结构全部为结构墙的结构。当墙体处于建筑物中合适的位置时,它们能形成一种有效抵抗水平作用的结构体系,同时,又能起到对空间的分割作用。结构墙的高度一般与整个房屋的高度相等,自基础直至屋顶,高达几十米或100多米;其宽度则视建筑平面的布置而定,一般为几米到十几米。相对而言,它的厚度则很薄,一般仅为200~300mm,最小可达160mm。因此,结构墙在其墙身平面内的抗侧移刚度很大,而其墙身平面外刚度却很小,一般可以忽略不计。所以,建筑物上大部分的水平作用或水平剪力通常被分配到结构墙上。 The shear wall structure refers to the structure in which all the main load-bearing structures in the vertical and horizontal directions are structural walls. When the walls are properly positioned in the building, they form a structural system that effectively resists horizontal action and, at the same time, acts as a partition of space. The height of the structural wall is generally equal to the height of the entire house, from the foundation to the roof, as high as tens of meters or more than 100 meters; its width depends on the layout of the building plan, generally ranging from a few meters to more than ten meters. Relatively speaking, its thickness is very thin, generally only 200~300mm, and the minimum can reach 160mm. Therefore, the anti-sway stiffness of the structural wall in the plane of the wall is very large, but the stiffness outside the plane of the wall is very small, which can generally be ignored. Therefore, most of the horizontal acting or horizontal shear forces on a building are usually distributed to the structural walls.

剪力墙结构指的是竖向的钢筋混凝土墙板,水平方向仍然是钢筋混凝土的大楼板搭载墙上,这样构成的一个体系,叫剪力墙结构。楼层越高,风荷载对它的推动越大,那么风的推动叫水平方向的推动,如房子,下面的是有约束的,上面的风一吹应该产生一定的摇摆的浮动,摇摆的浮动限制的非常小,靠竖向墙板去抵抗,风吹过来,板对它有一个对顶的力,使得楼不产生摇摆或者是产生摇摆的幅度特别小,在结构允许的范围之内,比如:风从一面来,那么板有一个相当的力与它顶着,沿着整个竖向墙板的高度上相当于一对的力,正好像一种剪切,相当于用剪子剪楼而且剪楼的力越往下剪力越大,因此,把这样的墙板叫剪力墙板。 The shear wall structure refers to the vertical reinforced concrete wall panels, and the horizontal direction is still a large reinforced concrete slab mounted on the wall. This constitutes a system called a shear wall structure. The higher the floor, the greater the wind load pushes it, then the wind push is called horizontal push, such as a house, the bottom is restricted, and the wind above should produce a certain swing float, the swing float limit It is very small, relying on the vertical wall panels to resist, when the wind blows, the panels have a force against the top, so that the building does not sway or the amplitude of swaying is very small, within the range allowed by the structure, for example: When the wind comes from one side, then the board has a considerable force against it, which is equivalent to a pair of forces along the height of the entire vertical wall board, just like a kind of shearing, which is equivalent to cutting the building with scissors and cutting the building. The more downward the shear force is, the greater the shear force is, therefore, such a wallboard is called a shear wallboard.

目前的剪力墙体系基本采用混凝土现浇的方式实现,很少采用整体式装配结构,而现有的整体式装配结构只能实现普通建筑物的标准化拼装,很难实现剪力墙结构体系的整体拼装,因此,通过开发设计一种能够整体装配的剪力墙结构体系来提高建筑施工效率是本领域急需解决的问题。 The current shear wall system is basically realized by concrete cast-in-place, and the integral assembly structure is rarely used. However, the existing integral assembly structure can only realize the standardized assembly of ordinary buildings, and it is difficult to realize the shear wall structure system. Therefore, it is an urgent problem in this field to improve the efficiency of building construction by developing and designing a shear wall structure system that can be assembled as a whole.

实用新型内容 Utility model content

本实用新型所要解决的技术问题是提供一种整体装配式钢筋混凝土剪力墙结构体系,将横墙板、纵墙板、楼板、横框架板纵框架板和楼板以及其他构筑件进行标准化设计预制,横墙板、纵墙板、横框架板以及纵框架板上均设置对应的安装区和连接钢筋,框架结构的钢筋焊接完成后在对接位置浇注混凝土,完成装配,有效提高建筑施工效率,提高装配建筑的整体稳定性。 The technical problem to be solved by the utility model is to provide an integrally assembled reinforced concrete shear wall structure system, which prefabricates the horizontal wall panels, vertical wall panels, floor slabs, horizontal frame panels, vertical frame panels, floor slabs and other structural parts. , the horizontal wall panels, vertical wall panels, horizontal frame panels, and vertical frame panels are all provided with corresponding installation areas and connecting steel bars. After the steel bars of the frame structure are welded, concrete is poured at the docking position to complete the assembly, which effectively improves the construction efficiency and improves the construction efficiency. Overall stability of the assembly building.

为解决上述技术问题,本实用新型所采取的技术方案是:一种整体装配式钢筋混凝土剪力墙结构体系,包括拼接成整体剪力墙结构体系的标准结构单元,标准结构单元包括横框架板、纵框架板、横墙板、纵墙板和楼板,框架板用于安装横墙板和纵墙板,横框架板和纵框架板交叉排列连接成框架结构,框架结构竖向层叠安装构成结构体系,每套框架结构顶部安装楼板,横框架板内侧安装横墙板,纵框架板内侧安装纵墙板。 In order to solve the above technical problems, the technical solution adopted by the utility model is: an integrally assembled reinforced concrete shear wall structure system, including standard structural units spliced into an integral shear wall structural system, and the standard structural units include transverse frame panels , vertical frame panels, horizontal wall panels, vertical wall panels and floor slabs, the frame panels are used to install the horizontal wall panels and vertical wall panels, the horizontal frame panels and the vertical frame panels are arranged crosswise to form a frame structure, and the frame structures are stacked vertically to form a structure system, the top of each frame structure is installed with a floor slab, the inner side of the horizontal frame slab is installed with a horizontal wall panel, and the inner side of the vertical frame slab is installed with a vertical wall panel.

所述横墙板包括由竖向钢筋和横向钢筋构成的两块钢筋网片,两块钢筋网片之间安装支撑筋,两块钢筋网片内侧填充保温材料,横墙板一端顶部设置阳台用挑梁,两块钢筋网片内外侧浇注混凝土,横墙板设有阳台用挑梁的一端两侧还设有贯穿横墙板的纵墙板连接筋。 The horizontal wall panel includes two pieces of reinforced mesh composed of vertical steel bars and horizontal steel bars, supporting bars are installed between the two pieces of reinforced mesh, the inside of the two reinforced mesh sheets is filled with thermal insulation materials, and the top of one end of the horizontal wall panel is provided with a balcony. Concrete is poured on the inner and outer sides of the two pieces of steel mesh, and the horizontal wall panels are provided with one end of the cantilever beams for the balcony, and there are also longitudinal wall panel connecting ribs running through the horizontal wall panels on both sides.

所述纵墙板包括由竖向钢筋和横向钢筋构成的两块钢筋网片,两块钢筋网片之间安装支撑筋,两块钢筋网片内侧填充保温材料,两块钢筋网片内外侧浇注混凝土,纵墙板顶部和下部分别设有与上部纵墙板和下部纵墙板连接的连接腔,纵墙板两侧还设有用于连接横墙板的横墙板连接筋,所述横墙板和纵墙板内侧均预留有穿线孔。 The longitudinal wall panels include two steel mesh sheets composed of vertical steel bars and transverse steel bars. Supporting bars are installed between the two steel mesh sheets. The inner sides of the two steel mesh sheets are filled with thermal insulation materials. Concrete, the top and bottom of the longitudinal wall panels are respectively provided with connecting cavities connected with the upper longitudinal wall panel and the lower longitudinal wall panel, and the two sides of the longitudinal wall panels are also provided with transverse wall panel connecting ribs for connecting the transverse wall panels. Threading holes are reserved on the inner side of the board and the longitudinal wall board.

所述横框架板和纵框架板均为门形框架结构,横框架板一端顶部设有与横墙板相对应的阳台用挑梁,横框架板和纵框架板均为钢筋混凝土结构,其两支腿下端之间横向安装吊装槽钢,门形框架结构顶部和底部均设置连接筋。 The horizontal frame slab and the vertical frame slab are both door-shaped frame structures, and the top of one end of the horizontal frame slab is provided with a cantilever beam for the balcony corresponding to the horizontal wall slab. Both the horizontal frame slab and the vertical frame slab are of reinforced concrete structure. The hoisting channel steel is installed horizontally between the lower ends of the outriggers, and the top and bottom of the portal frame structure are provided with connecting ribs.

所述楼板为长方体形钢筋混凝土板状结构,其内侧设置穿线孔,楼板与两侧的横墙板对应位置设置楼板与横墙板搭接区以及连接钢筋,所述楼板底面设有吊钩。 The floor slab is a cuboid reinforced concrete slab structure, with threading holes set on its inner side, overlapping areas and connecting steel bars between the floor slab and the horizontal wall panels on both sides, and hooks are provided on the bottom surface of the floor slab.

采用上述技术方案所产生的有益效果在于:本实用新型利用标准化预制钢筋混凝土墙板、楼板、楼梯板、框架板、屋架、屋面板、阳台板通过合理的连接构造形成承载体系,适用于多种工业与民用建筑,标准化钢筋混凝土板结构整体性更好,抗震性能优越,节约建筑成本30%以上,且由于各构件接口通过模数化设计,配合良好,可实现批量生产;建筑装配率大幅度提高,减少现场作业量,最大限度的节约资源、提高效率、降低造价、保护环境;最大构件自重小于10吨,常规起重设备即可满足吊装需要,易于大面积推广。 The beneficial effect produced by adopting the above technical scheme is that the utility model utilizes standardized prefabricated reinforced concrete wall panels, floor slabs, stair slabs, frame panels, roof trusses, roof panels, and balcony panels to form a bearing system through a reasonable connection structure, which is suitable for various For industrial and civil buildings, the standardized reinforced concrete slab structure has better integrity and superior seismic performance, saving more than 30% of construction costs, and because the interface of each component is designed through modularization and well matched, mass production can be realized; the building assembly rate is greatly improved Improve and reduce the amount of on-site operations, save resources to the greatest extent, improve efficiency, reduce costs, and protect the environment; the maximum component weight is less than 10 tons, and conventional lifting equipment can meet the hoisting needs, and it is easy to promote in large areas.

附图说明 Description of drawings

图1是横墙板结构示意图; Fig. 1 is a schematic diagram of the structure of a transverse wall panel;

图2是图1的Ⅰ-Ⅰ剖面图; Fig. 2 is the I-I sectional view of Fig. 1;

图3是图1的Ⅱ-Ⅱ剖面图; Fig. 3 is the II-II sectional view of Fig. 1;

图4是图1的Ⅲ-Ⅲ剖面图; Fig. 4 is the III-III sectional view of Fig. 1;

图5是纵墙板结构示意图; Fig. 5 is a schematic diagram of the vertical wall panel structure;

图6是图5的Ⅰ-Ⅰ剖面图; Fig. 6 is the I-I sectional view of Fig. 5;

图7是图5的Ⅱ-Ⅱ剖面图; Fig. 7 is the II-II sectional view of Fig. 5;

图8是图5的Ⅲ-Ⅲ剖面图; Fig. 8 is a III-III sectional view of Fig. 5;

图9是横框架板结构示意图; Fig. 9 is a structural schematic diagram of a transverse frame plate;

图10是纵框架板结构示意图; Figure 10 is a schematic structural view of the longitudinal frame plate;

图11是楼板结构示意图; Figure 11 is a schematic view of the floor structure;

图12是图11的Ⅰ-Ⅰ剖面图; Fig. 12 is the I-I sectional view of Fig. 11;

图13是图11的Ⅱ-Ⅱ剖面图 Figure 13 is a sectional view of II-II in Figure 11

在附图中:1、竖向钢筋;2、横向钢筋;3、保温材料;4、钢丝网;5、上下墙板连接腔;6、阳台用挑梁;7、阳台外纵墙板底座;8、阳台用横墙板底座;9、吊装孔;10、纵墙板连接筋;11、穿线孔;12、横墙板连接筋;13、上下纵墙板连接腔;14、上下纵墙板连接筋;15、槽钢;16、楼板与横墙板搭接区;17、楼板与横墙板钢筋连接区;18、吊钩。 In the attached drawings: 1. Vertical steel bar; 2. Horizontal steel bar; 3. Thermal insulation material; 4. Steel wire mesh; 8. The base of the horizontal wall panel for the balcony; 9. Hoisting hole; 10. The connecting rib of the vertical wall panel; 11. The threading hole; 12. The connecting rib of the horizontal wall panel; Connecting bar; 15. Channel steel; 16. Lap area between floor and transverse wall; 17. Connection area between floor and transverse wall; 18. Hook.

具体实施方式 detailed description

下面结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型的一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。 Below in conjunction with the accompanying drawings in the utility model embodiment, the technical solution in the utility model embodiment is clearly and completely described, obviously, the described embodiment is only a part of the utility model embodiment, rather than all implementation example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

在下面的描述中阐述了很多具体细节以便于充分理解本实用新型,但是本实用新型还可以采用其他不同于在此描述的其它方式来实施,本领域技术人员可以在不违背本实用新型内涵的情况下做类似推广,因此本实用新型不受下面公开的具体实施例的限制。 In the following description, a lot of specific details have been set forth in order to fully understand the utility model, but the utility model can also be implemented in other ways that are different from those described here, and those skilled in the art can do so without violating the connotation of the utility model. Under the circumstances, similar promotion is done, so the utility model is not limited by the specific embodiments disclosed below.

如图所示,本实用新型公开了一种整体装配式钢筋混凝土剪力墙结构体系,包括拼接成整体剪力墙结构体系的标准结构单元,标准结构单元包括横框架板、纵框架板、横墙板、纵墙板和楼板,框架板用于安装横墙板和纵墙板,横框架板和纵框架板交叉排列连接成框架结构,框架结构竖向层叠安装构成结构体系,每套框架结构顶部安装楼板,横框架板内侧安装横墙板,纵框架板内侧安装纵墙板;所述横墙板(参见附图1-4)包括由竖向钢筋1和横向钢筋2构成的两块钢筋网片,两块钢筋网片之间安装支撑筋,两块钢筋网片内侧填充保温材料3,横墙板一端顶部设置阳台用挑梁6,两块钢筋网片内外侧浇注混凝土,横墙板设有阳台用挑梁6的一端两侧还设有贯穿横墙板的纵墙板连接筋,外横墙板包括外横墙板与内横墙板,按层数需要还区分为一层横墙板与标准横墙板,按结构又可分为整垮横墙板与半跨横墙板。墙板与框架板有外部与内部及整体模数500mm三种,板的宽度从1000mm到7000mm14个品种,用整跨2000mm~7000mm墙板或框架板组合11种跨度的建筑物。用两块外半跨2000~7000mm墙板或框架板可以组合整跨最小2000mm、最大14000mm。横墙板是楼板及建筑荷载的主要承担者;所述纵墙板(案件附图5-8)包括由竖向钢筋1和横向钢筋2构成的两块钢筋网片,两块钢筋网片之间安装支撑筋,两块钢筋网片内侧填充保温材料3,两块钢筋网片内外侧浇注混凝土,纵墙板顶部和下部分别设有与上部纵墙板和下部纵墙板连接的连接腔,纵墙板两侧还设有用于连接横墙板的横墙板连接筋,所述横墙板和纵墙板内侧均预留有穿线孔11;所述横框架板和纵框架板均为门形框架结构(参见附图9-10),横框架板一端顶部设有与横墙板相对应的阳台用挑梁6,基本主体构造形式与横墙板类似,增加与横墙板连接筋12、上下纵墙板连接腔13、上下纵墙板连接筋14、槽钢15,其中在吊装完成后拆除。纵墙板是建筑结构荷载的次要承担者。 As shown in the figure, the utility model discloses an integrally assembled reinforced concrete shear wall structure system, including standard structural units spliced into an integral shear wall structural system. The standard structural units include horizontal frame plates, longitudinal frame plates, horizontal Wall panels, vertical wall panels and floor slabs, frame panels are used to install horizontal wall panels and vertical wall panels, horizontal frame panels and vertical frame panels are arranged crosswise and connected to form a frame structure, frame structures are vertically stacked and installed to form a structural system, each set of frame structure Floor slabs are installed on the top, horizontal wall panels are installed on the inner side of the horizontal frame slab, and vertical wall panels are installed on the inner side of the vertical frame slab; Mesh, support ribs are installed between two pieces of steel mesh, the inner side of the two pieces of steel mesh is filled with thermal insulation material 3, the top of one end of the horizontal wall panel is equipped with a cantilever beam 6 for the balcony, the inner and outer sides of the two pieces of steel mesh are poured with concrete, and the horizontal wall panel The two sides of one end of the cantilever beam 6 for the balcony are also provided with longitudinal wall panel connecting ribs that run through the horizontal wall panels. Wall panels and standard transverse wall panels can be divided into full-collapse transverse wall panels and half-span transverse wall panels according to their structure. There are three kinds of wall panels and frame panels, external and internal, and the overall modulus is 500mm. The width of the panels ranges from 1000mm to 7000mm14 varieties, and the buildings with 11 kinds of spans are combined with wall panels or frame panels with a full span of 2000mm~7000mm. Using two outer half-span 2000~7000mm wall panels or frame panels can combine the entire span with a minimum of 2000mm and a maximum of 14000mm. The transverse wall panels are the main bearers of floor and building loads; the longitudinal wall panels (case drawings 5-8) include two pieces of steel mesh composed of vertical steel bars 1 and transverse steel bars 2, and the two pieces of steel mesh Install support ribs between them, fill the inner side of the two pieces of steel mesh with insulation material 3, pour concrete on the inside and outside of the two pieces of steel mesh, and the top and bottom of the longitudinal wall panels are respectively provided with connecting cavities connected with the upper longitudinal wall panel and the lower longitudinal wall panel, Both sides of the vertical wall panels are also provided with horizontal wall panel connecting ribs for connecting the horizontal wall panels, and the inner sides of the horizontal wall panels and the vertical wall panels are reserved with threading holes 11; the horizontal frame panels and the vertical frame panels are door Shaped frame structure (see attached drawings 9-10), the top of one end of the transverse frame plate is provided with a cantilever beam 6 for the balcony corresponding to the transverse wall plate. , the upper and lower vertical wall panels connecting cavity 13, the upper and lower vertical wall panels connecting ribs 14, and the channel steel 15, which are removed after the hoisting is completed. The longitudinal wall panel is the secondary bearer of the building structure load.

横框架板和纵框架板均为钢筋混凝土结构,其两支腿下端之间横向安装吊装槽钢15,门形框架结构顶部和底部均设置连接筋;所述楼板(参见附图11-13)为长方体形钢筋混凝土板状结构,其内侧设置穿线孔11,楼板与两侧的横墙板对应位置设置楼板与横墙板搭接区以及连接钢筋,所述楼板底面设有吊钩。 Both the horizontal frame slab and the vertical frame slab are reinforced concrete structures, and the hoisting channel steel 15 is installed horizontally between the lower ends of the two legs, and the top and bottom of the door-shaped frame structure are provided with connecting ribs; the floor slab (see attached drawings 11-13) It is a cuboid reinforced concrete slab structure, with threading holes 11 set on its inner side, overlapping areas between the floor slab and the transverse wall panels and connecting steel bars at the corresponding positions of the floor slab and the transverse wall panels on both sides, and hooks are provided on the bottom surface of the floor slab.

在具体应用过程中,1)外纵墙板、外纵框架板与内外横墙板、框架板的二体或三体连焊接,本设计开间模数300mm,开间从2100mm开端到6000mm,14种不同造型、不同形式的开间墙板,而框架板是一种形式。 In the specific application process, 1) the two-body or three-body joint welding of the outer longitudinal wall panels, outer longitudinal frame panels and inner and outer transverse wall panels and frame panels, the bay modulus of this design is 300mm, and the bays start from 2100mm to 6000mm, 14 types Different shapes and different forms of bay wall panels, and frame panels are one form.

外纵墙板、框架板与内外横墙板、框架板的连接方法。不管开间大小、不管上层、下层还是中间层,亦不考虑层高大小, 纵横墙板与框架板相互配合上下统一,一种连接方式。即按门窗设置位置与结构要求在每件横墙板或横框架板的连接处,预埋四组铁件或伸出四组钢筋,以备与纵墙板或纵框架板伸出的对应钢筋相互焊接。纵横板连接缝120mm,纵横板连接缝内部各留对应槽口深10mm,以免通缝,连接缝上下贯通。纵横连接钢筋或铁件焊接后,用细石高等级膨胀砼浇筑夯实,外面覆盖着20mm厚的保温材料,120mm上下贯通缝基本上满足钢筋搭焊要求,施工方便,高等级砼灌缝可弥补焊接缺陷。 The connection method of the outer longitudinal wall panels and frame panels with the inner and outer transverse wall panels and frame panels. Regardless of the size of the bay, regardless of the upper floor, the lower floor or the middle floor, and regardless of the height of the storey, the vertical and horizontal wall panels and frame panels cooperate with each other to be unified up and down, a connection method. That is, according to the location and structure requirements of doors and windows, four sets of iron parts or four sets of steel bars are pre-embedded at the connection of each horizontal wall panel or horizontal frame panel to prepare for the corresponding steel bars protruding from the vertical wall panel or longitudinal frame panel. Weld each other. The connecting seam of the vertical and horizontal plates is 120mm, and the depth of the corresponding notch is 10mm inside the connecting seam of the vertical and horizontal plates, so as to avoid the joint from passing through, and the connecting seam runs through from top to bottom. After the vertical and horizontal connecting steel bars or iron parts are welded, they are poured and tamped with fine stone high-grade expansive concrete, and the outside is covered with 20mm thick thermal insulation materials. The 120mm upper and lower through joints basically meet the requirements for lap welding of steel bars. The construction is convenient, and the high-grade concrete filling joints can make up Welding defects.

2)内纵墙板、内纵框架板与内外横墙板、框架板(包括中部内外横墙板与框架板)三体或四体连焊接,横向连接缝宽度同内纵墙板厚度200mm,三体连接纵向连接缝(200+120)=320mm。四体连接纵向连接缝(200+120x2)=440mm,每件纵横相邻连接墙板都按外纵墙板四组伸出钢筋规律伸出与相对应的钢筋焊接,由于连接区空间大,上下贯通,相对比外纵横墙板钢筋焊接,砼浇筑容易的多。 2) Inner longitudinal wall panels, inner longitudinal frame panels and inner and outer transverse wall panels, and frame panels (including inner and outer transverse wall panels and frame panels in the middle) are welded in three or four parts, and the width of the transverse joint is the same as the thickness of the inner longitudinal wall panels at 200mm Three-body connection longitudinal connection seam (200+120) = 320mm. Four-body connection longitudinal connection seam (200+120x2)=440mm, each piece of vertically and horizontally adjacent connecting wall panels protrudes and welds with corresponding steel bars according to the rule of the four groups of protruding steel bars of the outer longitudinal wall panels, due to the large space in the connecting area, the upper and lower Concrete pouring is much easier than welded external vertical and horizontal wall panels.

上下层竖向连接 vertical connection

1)传递主力的横墙板与框架板有两种接法:一种是搭接搁置,这种接法就是楼板直接搁在下层墙板或框架上,上层墙板或框架板直接压在楼板上,墙板或框架板与楼板连接的胶接结构是10mm厚的砂浆。搁置连接在低层与抗震要求低的建筑中抗压面积占65%,在中高层抗震要求高的建筑物中抗压面积占45%,框架柱留有支点直接压在楼板上。上下层竖向连接,主要靠墙板内部的钢筋砼柱,在低层与抗震要求低的建筑物,抗压面积中钢筋砼柱站35%左右,在中高层与抗震要求高的建筑物抗压面积中钢筋砼柱占55%左右,上下层竖向连接主要是钢筋砼柱的连接,在上下层钢筋砼柱位置,楼板留缺口,压在墙板只有10mm,使墙板或框架板内部钢筋砼柱内竖向钢筋全部通过楼板插入上层墙板或框架板钢筋砼柱内120mm与上层钢筋砼柱的钢筋连接(上层框架不与楼板连接的空间部分,框架梁预埋的钢筋与楼板浇筑在一体),上层墙板与框架板内的钢筋砼柱区上凹120mm,钢筋伸出下面楼板底面,这样以来上层的墙板与框架板安装定位后在墙板与框架板钢筋砼柱受压区范围内形成楼板厚加120mm的空间,在这个空间内上下层钢筋砼内的钢筋相互穿插焊接,相邻楼板内伸出的钢筋穿插焊接,然后用高强膨胀钢丝砼浇筑成一个整体。所留空间很大,操作面在上层的楼板上,易于钢筋焊接,更易于浇灌砼。用高强砼如超C100等级的砼浇筑连接缝,能增强上层与下层传递的压力,更能增强建筑物整体稳定性,这就同木结构的整体稳定性靠铆扣榫结构一样。 1) There are two connection methods for the horizontal wall panels and frame panels that transmit the main force: one is lap joint shelving, in which the floor is placed directly on the lower wall panels or frames, and the upper wall panels or frame panels are directly pressed against the floor panels Above, the glue joint structure connecting the wall panel or frame panel to the floor slab is 10mm thick mortar. The shelving connection accounts for 65% of the compressive area in low-rise buildings with low seismic requirements, and 45% of the compressive area in middle-rise buildings with high seismic requirements. The upper and lower floors are vertically connected, mainly relying on the reinforced concrete columns inside the wall panels. For low-rise buildings with low seismic requirements, the reinforced concrete columns account for about 35% of the compressive area, and for middle-rise buildings with high seismic requirements. Reinforced concrete columns account for about 55% of the area, and the vertical connection between the upper and lower floors is mainly the connection of reinforced concrete columns. At the position of the reinforced concrete columns on the upper and lower floors, there is a gap in the floor, which is only 10mm pressed against the wall panels, so that the internal reinforcement of the wall panels or frame panels The vertical steel bars in the concrete column are all inserted into the upper wall panel or frame slab reinforced concrete column through the floor slab to connect with the reinforcement of the upper reinforced concrete column (the space part of the upper frame not connected with the floor, the pre-embedded steel bars of the frame beam and the floor are poured on the Integral), the reinforced concrete column area in the upper wall panel and frame plate is concave 120mm, and the steel bars protrude from the bottom of the floor below, so that after the upper wall panel and frame plate are installed and positioned, they will be in the compression area of the reinforced concrete column of the wall panel and frame plate A space with a floor thickness plus 120mm is formed within the scope. In this space, the steel bars in the reinforced concrete of the upper and lower floors are interspersed and welded, and the steel bars protruding from the adjacent floors are interspersed and welded, and then poured with high-strength expanded steel wire concrete to form a whole. The space left is large, and the operation surface is on the upper floor, which is easy to weld steel bars and pour concrete. Using high-strength concrete such as super-C100 grade concrete to pour the joints can enhance the pressure transmitted between the upper and lower floors, and can enhance the overall stability of the building, just like the overall stability of a wooden structure depends on the riveting and tenon structure.

内外纵墙板或框架板的上下层连接,在整套结构计算中,它不承担力的传递,它只承担自上到下自重传递的力,必要时。自重产生的力不能承担时,可转移到横墙板上。内外纵墙板与框架板除了它的使用功能外,它的功能主要是支撑拉结建筑物达到稳定。内外纵墙板与框架板上下连接主要靠纵横墙板与框架板连接线。至于上下纵墙板与框架板的连接是上层的纵墙板或框架板直接压在下层的纵墙板或框架上,中间用10mm的砂浆粘结,上下层纵墙板与框架板也有钢筋连接,而且也是焊接,不过它是按构造要求配置的钢筋连接。下层纵墙板或框架板的竖构造钢筋伸出墙板或框架板120mm,与上层纵墙板或框架板相对应的竖钢筋焊接。上层纵墙板或框架板预留100mm宽、120mm高焊接槽口,钢筋焊接后,高等级砼浇实。 The connection between the upper and lower layers of the inner and outer longitudinal wall panels or frame panels, in the calculation of the whole set of structures, it does not bear the force transmission, it only bears the force transmitted by its own weight from top to bottom, when necessary. When the force generated by its own weight cannot bear it, it can be transferred to the transverse wall. In addition to its use function, the internal and external longitudinal wall panels and frame panels mainly support and tie the building to achieve stability. The vertical and horizontal wall panels and the frame panels are connected up and down mainly by the connecting lines between the vertical and horizontal wall panels and the frame panels. As for the connection between the upper and lower vertical wall panels and frame panels, the upper vertical wall panels or frame panels are directly pressed on the lower vertical wall panels or frames, and the middle is bonded with 10mm mortar. The upper and lower vertical wall panels and frame panels are also connected by steel bars. , and it is also welded, but it is a steel connection configured according to the structural requirements. The vertical structural steel bar of the longitudinal wall panel or frame panel of the lower layer protrudes 120mm from the wall panel or frame panel, and is welded with the corresponding vertical steel bar of the vertical wall panel or frame panel of the upper layer. 100mm wide and 120mm high welding slots are reserved for the upper vertical wall panels or frame panels, and high-grade concrete is poured after the steel bars are welded.

本实用新型根据目前民用建筑结构理论与设计规范,按照当今世界各国各地流行的建筑格局普遍采用的跨度、开间、层高模数,按构件标准化系列设计了10万多张构件图,每件构件图用保温填充材料内部造型,大空间用墙板与框架组合。低、中、高层建筑物有不同厚度、不同造型,钢筋数量配置不同的构件相对应,力求组合任何民用建筑物每个部位都有相应的构件相对应,力求每个开间内的空间由四件构件组合。 The utility model is based on the current civil building structure theory and design specifications, and according to the span, bay, and floor height modulus generally adopted in the architectural patterns of various countries in the world today, and more than 100,000 component drawings are designed according to the component standardization series. The figure uses thermal insulation filling materials for internal modeling, and the combination of wall panels and frames is used for large spaces. Low, medium, and high-rise buildings have different thicknesses, different shapes, and different configurations of steel bars to correspond to the components. Every part of any civil building has a corresponding component. Try to make the space in each bay consist of four pieces. Combination of components.

相邻构件结构、施工缝标准化,钢筋节点标准化。完全按照现行结构规范组合,组合建筑物每个部位选择的构件其造型是固定,钢筋配置数量是固定的,但构件的砼等级、钢筋的规格型号由结构计算与抗震计算确定。 Adjacent component structures, construction joints are standardized, and reinforcement joints are standardized. Combining completely in accordance with the current structural codes, the shape of the components selected for each part of the composite building is fixed, and the number of steel bars is fixed, but the concrete grade of the components and the specification and model of the steel bars are determined by structural calculations and seismic calculations.

Claims (5)

1.一种整体装配式钢筋混凝土剪力墙结构体系,其特征在于:包括拼接成整体剪力墙结构体系的标准结构单元,标准结构单元包括横框架板、纵框架板、横墙板、纵墙板和楼板,框架板用于安装横墙板和纵墙板,横框架板和纵框架板交叉排列连接成框架结构,框架结构竖向层叠安装构成结构体系,每套框架结构顶部安装楼板,横框架板内侧安装横墙板,纵框架板内侧安装纵墙板。 1. A kind of overall assembled reinforced concrete shear wall structure system, it is characterized in that: comprise the standard structural unit that is spliced into integral shear wall structural system, standard structural unit comprises transverse frame plate, longitudinal frame plate, transverse wall plate, longitudinal Wall panels and floor slabs, frame panels are used to install horizontal wall panels and vertical wall panels, horizontal frame panels and vertical frame panels are cross-arranged and connected to form a frame structure, frame structures are vertically stacked and installed to form a structural system, and floor panels are installed on the top of each set of frame structures, Horizontal wall panels are installed on the inside of the horizontal frame panels, and vertical wall panels are installed on the inside of the vertical frame panels. 2.根据权利要求1所述的整体装配式钢筋混凝土剪力墙结构体系,其特征在于:所述横墙板包括由竖向钢筋(1)和横向钢筋(2)构成的两块钢筋网片,两块钢筋网片之间安装支撑筋,两块钢筋网片内侧填充保温材料(3),横墙板一端顶部设置阳台用挑梁(6),两块钢筋网片内外侧浇注混凝土,横墙板设有阳台用挑梁(6)的一端两侧还设有贯穿横墙板的纵墙板连接筋。 2. The integrally assembled reinforced concrete shear wall structure system according to claim 1, characterized in that: the transverse wall panel includes two steel mesh pieces composed of vertical steel bars (1) and transverse steel bars (2) , support bars are installed between the two pieces of steel mesh, the inside of the two pieces of steel mesh is filled with thermal insulation material (3), the top of one end of the horizontal wall panel is equipped with a cantilever beam for the balcony (6), the inside and outside of the two pieces of steel mesh are poured with concrete, and the horizontal The wall panel is provided with the two sides of one end of the cantilever beam (6) used for the balcony and is also provided with longitudinal wall panel connecting ribs running through the transverse wall panel. 3.根据权利要求2所述的整体装配式钢筋混凝土剪力墙结构体系,其特征在于:所述纵墙板包括由竖向钢筋(1)和横向钢筋(2)构成的两块钢筋网片,两块钢筋网片之间安装支撑筋,两块钢筋网片内侧填充保温材料(3),两块钢筋网片内外侧浇注混凝土,纵墙板顶部和下部分别设有与上部纵墙板和下部纵墙板连接的连接腔,纵墙板两侧还设有用于连接横墙板的横墙板连接筋,所述横墙板和纵墙板内侧均预留有穿线孔(11)。 3. The integrally assembled reinforced concrete shear wall structure system according to claim 2, characterized in that: the longitudinal wall panels include two steel mesh sheets composed of vertical steel bars (1) and transverse steel bars (2) , support bars are installed between the two pieces of steel mesh, the inside of the two pieces of steel mesh is filled with thermal insulation material (3), the inside and outside of the two pieces of steel mesh are poured with concrete, and the top and bottom of the longitudinal wall panels are respectively provided with the upper longitudinal wall panels and The connecting cavity for the connection of the lower vertical wall panels, the two sides of the vertical wall panels are also provided with the horizontal wall panel connecting ribs for connecting the horizontal wall panels, and the inner sides of the horizontal wall panels and the vertical wall panels are reserved with threading holes (11). 4.根据权利要求3所述的整体装配式钢筋混凝土剪力墙结构体系,其特征在于:所述横框架板和纵框架板均为门形框架结构,横框架板一端顶部设有与横墙板相对应的阳台用挑梁(6),横框架板和纵框架板均为钢筋混凝土结构,其两支腿下端之间横向安装吊装槽钢(15),门形框架结构顶部和底部均设置连接筋。 4. The integrally assembled reinforced concrete shear wall structure system according to claim 3, characterized in that: the horizontal frame slab and the longitudinal frame slab are both door-shaped frame structures, and the top of one end of the horizontal frame slab is provided with a The cantilever beam (6) for the balcony corresponding to the slab, the horizontal frame slab and the vertical frame slab are all reinforced concrete structures, and the hoisting channel steel (15) is installed horizontally between the lower ends of the two legs, and the top and bottom of the door-shaped frame structure are installed connecting ribs. 5.根据权利要求4所述的整体装配式钢筋混凝土剪力墙结构体系,其特征在于:所述楼板为长方体形钢筋混凝土板状结构,其内侧设置穿线孔(11),楼板与两侧的横墙板对应位置设置楼板与横墙板搭接区以及连接钢筋,所述楼板底面设有吊钩。 5. The integrally assembled reinforced concrete shear wall structure system according to claim 4, characterized in that: the floor is a cuboid reinforced concrete slab structure, the inside of which is provided with threading holes (11), and the floor and the two sides The overlapping area between the floor slab and the transverse wall slab and connecting steel bars are set at the corresponding positions of the transverse wall slab, and the bottom surface of the slab is provided with a hook.
CN201620478147.6U 2016-05-24 2016-05-24 Overall assembled reinforced concrete shear wall structure system Expired - Fee Related CN205776898U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110210166A (en) * 2019-06-14 2019-09-06 上海宝冶集团有限公司 A kind of prefabricated superimposed sheet method for splitting
CN116658965A (en) * 2023-05-30 2023-08-29 山东省六竣装饰材料有限公司 Composite graphene heating wallboard and processing method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110210166A (en) * 2019-06-14 2019-09-06 上海宝冶集团有限公司 A kind of prefabricated superimposed sheet method for splitting
CN110210166B (en) * 2019-06-14 2023-04-18 上海宝冶集团有限公司 Splitting method for prefabricated laminated slab
CN116658965A (en) * 2023-05-30 2023-08-29 山东省六竣装饰材料有限公司 Composite graphene heating wallboard and processing method thereof
CN116658965B (en) * 2023-05-30 2024-04-16 山东省六竣装饰材料有限公司 Composite graphene heating wallboard and processing method thereof

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