CN218176242U - A prefabricated high performance concrete confined shear wall - Google Patents

A prefabricated high performance concrete confined shear wall Download PDF

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CN218176242U
CN218176242U CN202222800934.6U CN202222800934U CN218176242U CN 218176242 U CN218176242 U CN 218176242U CN 202222800934 U CN202222800934 U CN 202222800934U CN 218176242 U CN218176242 U CN 218176242U
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steel bar
wall body
wall
performance concrete
high performance
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梁培
谢贵全
马明龙
张存宪
苏天童
毛中川
姜东�
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Zhubang Construction Technology (Shenzhen) Co.,Ltd.
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Zhubang Construction Technology Investment Shenzhen Co ltd
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Abstract

The utility model relates to a building engineering technical field, in particular to assembled high performance concrete restraint shear force wall, including parallel arrangement's wall body, two the vertical polylith floor that is equipped with between the wall body, set up steel bar system, polylith in wall body and the floor parallel arrangement, the floor reaches the wall body encloses and establishes into a plurality of cavities, it has concrete layer to fill in the cavity. Compared with the prior art, the utility model provides an assembled high performance concrete restraint shear force wall's whole atress bearing capacity is strong, and the job site need not prop up the template and strut, very big reduction the template with strut the expense, realized higher efficiency, the assembled process of building of lower energy consumption reduces job site's work, and the site operation is more convenient, has good economic nature, accords with the trade transformation direction of building industrialization.

Description

一种装配式高性能混凝土约束剪力墙A prefabricated high performance concrete confined shear wall

技术领域technical field

本实用新型涉及建筑工程技术领域,特别涉及一种装配式高性能混凝土约束剪力墙。The utility model relates to the technical field of construction engineering, in particular to an assembled high-performance concrete constrained shear wall.

背景技术Background technique

国内装配式混凝土剪力墙体系主要应用于抗震设防等级及抗震设防烈度要求较低地区的多层建筑中,并且严格控制全装配式剪力墙结构体系的应用,主要原因是在地震作用下装配式混凝土剪力墙结构整体性较差,在接缝处易产生应力集中,变形不连续,导致结构损伤或破坏;为保证装配式混凝土剪力墙的整体性,又采用了预制墙体,现浇接缝的处理方式,但这种方法存在生产效率低、环境污染大、工程质量难以保证、资源消耗大等问题,采用钢-混凝土组合剪力墙存在成本高、防火性能差等缺点。The domestic prefabricated concrete shear wall system is mainly used in multi-storey buildings in areas with low seismic fortification level and seismic fortification intensity requirements, and the application of the fully prefabricated shear wall structure system is strictly controlled. The structural integrity of the prefabricated concrete shear wall is poor, and stress concentration is likely to occur at the joints, and the deformation is discontinuous, resulting in structural damage or destruction; in order to ensure the integrity of the prefabricated concrete shear wall, prefabricated walls are used. However, this method has problems such as low production efficiency, large environmental pollution, difficulty in ensuring project quality, and large resource consumption. The use of steel-concrete composite shear walls has disadvantages such as high cost and poor fire resistance.

实用新型内容Utility model content

为解决以上技术问题,本实用新型提供一种装配式高性能混凝土约束剪力墙。In order to solve the above technical problems, the utility model provides a prefabricated high-performance concrete restrained shear wall.

本实用新型采用的技术方案如下:一种装配式高性能混凝土约束剪力墙,关键在于:包括平行设置的墙体,两个所述墙体之间竖向设有多块肋板,所述墙体及肋板中设置钢筋系统,多块所述肋板平行设置,所述肋板及所述墙体围设成多个空腔,所述空腔中填充有混凝土层。The technical scheme adopted by the utility model is as follows: a prefabricated high-performance concrete constrained shear wall, the key lies in: including walls arranged in parallel, and a plurality of ribs are vertically arranged between the two walls, and the A reinforcement system is arranged in the wall and the ribs, and multiple ribs are arranged in parallel, and the ribs and the walls are surrounded by a plurality of cavities, and the cavities are filled with concrete layers.

优选的,所述钢筋系统包括分布在所述墙体中的钢筋网及分布在肋板中的拉钩钢筋,所述拉钩钢筋的两头分别与两墙体中的钢筋网挂接。Preferably, the reinforcement system includes a reinforcement mesh distributed in the wall and a hook reinforcement distributed in the ribs, and the two ends of the hook reinforcement are respectively connected to the reinforcement mesh in the two walls.

优选的,所述钢筋网由水平钢筋和竖向钢筋相互交叉而成,所述拉钩钢筋挂接于水平钢筋和竖向钢筋的交叉点。Preferably, the reinforcing mesh is formed by intersecting horizontal reinforcing bars and vertical reinforcing bars, and the drag hook reinforcing bars are hooked to the intersection points of the horizontal reinforcing bars and the vertical reinforcing bars.

优选的,所述拉钩钢筋在墙体上的投影呈梅花状分布。Preferably, the projection of the drag hook steel bars on the wall is distributed in a quincunx shape.

优选的,所述墙体、肋板及钢筋系统一体浇筑成型。Preferably, the wall body, the rib plate and the reinforcement system are integrally cast and formed.

优选的,所述墙体及肋板采用高标号混凝土浇筑,所述混凝土层采用较低标号混凝土浇筑。Preferably, the walls and ribs are poured with high-grade concrete, and the concrete layer is poured with lower-grade concrete.

有益效果:与现有技术相比,本实用新型提供的装配式高性能混凝土约束剪力墙的整体受压承载力强,施工现场不用支模板和支护,极大的减少了模板和支护费用,实现了更高效率,更低能耗的装配式建造过程,减少施工现场的工作,现场工作更便捷,具有良好的经济性,符合建筑工业化的行业转型方向。Beneficial effects: Compared with the prior art, the assembled high-performance concrete constrained shear wall provided by the utility model has a strong overall compressive bearing capacity, and the construction site does not need formwork and support, which greatly reduces the formwork and support It realizes a higher efficiency and lower energy consumption prefabricated construction process, reduces the work on the construction site, makes the on-site work more convenient, and has good economy, which is in line with the industry transformation direction of construction industrialization.

附图说明Description of drawings

图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;

图2为图1的A-A剖视图;Fig. 2 is A-A sectional view of Fig. 1;

图3为图2的B-B剖视图Fig. 3 is a B-B sectional view of Fig. 2

图4为图2的C-C剖视图;Fig. 4 is the C-C sectional view of Fig. 2;

图5为图1的右视图。Fig. 5 is a right side view of Fig. 1 .

具体实施方式detailed description

为使本领域技术人员更好的理解本实用新型的技术方案,下面结合附图和具体实施方式对本实用新型作详细说明。In order to enable those skilled in the art to better understand the technical solution of the utility model, the utility model will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

如图1-5所示,一种装配式高性能混凝土约束剪力墙,包括平行设置的墙体1,两个所述墙体1之间竖向设有多块肋板2,所述墙体1及肋板2中埋设有钢筋系统,多块所述肋板2平行设置,所述肋板2及所述墙体1围设成多个空腔,所述空腔中填充有混凝土层3。将墙体1、肋板2,及钢筋系统作为预制部分在工厂浇筑成型、养护后,运输至施工现场,吊装到位后,将空腔中浇筑混凝土,浇筑成型后,经过养护后形成一面完整的高性能混凝土约束剪力墙,更优选的方案中,空腔为四个角倒角的矩形,肋板与两侧墙板连接处由于孔洞的倒角形成比较圆润光滑的过渡。As shown in Figures 1-5, a prefabricated high-performance concrete constrained shear wall includes walls 1 arranged in parallel, and a plurality of ribs 2 are vertically arranged between two walls 1, and the walls A reinforcement system is buried in the body 1 and the ribs 2, and a plurality of the ribs 2 are arranged in parallel, and the ribs 2 and the wall 1 are surrounded by a plurality of cavities, and the cavities are filled with concrete layers 3. The wall 1, the rib plate 2, and the steel bar system are used as prefabricated parts in the factory after pouring and curing, and then transported to the construction site. After hoisting in place, concrete is poured in the cavity. After pouring and molding, a complete surface is formed after curing. For high-performance concrete constrained shear walls, in a more preferred solution, the cavity is a rectangle with four chamfered corners, and the connection between the rib plate and the wall panels on both sides forms a relatively round and smooth transition due to the chamfering of the holes.

本实施例中,所述钢筋系统包括分布在所述墙体1中的钢筋网4及分布在肋板2中的拉钩钢筋5,所述拉钩钢筋5的两头分别与两墙体1中的钢筋网4挂接。拉钩钢筋将两墙板中钢筋连接起来形成一个高强度的预制骨架,取消桁架钢筋,节约钢筋用量。In this embodiment, the reinforcing bar system includes reinforcing mesh 4 distributed in the wall body 1 and drag hook reinforcing bars 5 distributed in the ribs 2. Net 4 hook. The hook steel bar connects the steel bars in the two wall panels to form a high-strength prefabricated skeleton, cancels the truss steel bar, and saves the amount of steel bar.

本实施例中,所述钢筋网4由水平钢筋41和竖向钢筋42相互交叉而成,所述拉钩钢筋5挂接于水平钢筋41和竖向钢筋42的交叉点。更优选的方案中,竖向钢筋靠近肋板的两端设置。In this embodiment, the reinforcement mesh 4 is formed by intersecting horizontal reinforcement bars 41 and vertical reinforcement bars 42 , and the drag hook reinforcement bars 5 are hooked to the intersection points of the horizontal reinforcement bars 41 and the vertical reinforcement bars 42 . In a more preferred solution, the vertical steel bars are arranged near both ends of the ribs.

本实施例中,所述拉钩钢筋5在墙体1上的投影呈梅花状分布。采用此结构,既具有优越的受力性能,又节约成本。In this embodiment, the projection of the drag hook steel bars 5 on the wall body 1 is distributed in a quincunx shape. Adopting this structure not only has superior mechanical performance, but also saves cost.

本实施例中,所述墙体1及肋板2一体浇筑成型。不同于现有的双面叠合剪力墙是浇筑一面墙板后翻转过来浇筑另一面,两面剪力墙通过桁架钢筋连接的工艺,采用一体浇筑成型,且取消桁架钢筋,工艺更便捷,且节约钢筋用量。In this embodiment, the wall body 1 and the rib plate 2 are integrally cast and formed. Different from the existing double-sided laminated shear wall, which is to pour one wall panel and turn it over to pour the other side, the two shear walls are connected by truss reinforcement, which adopts integral casting and cancels the truss reinforcement, which makes the process more convenient and Save steel consumption.

本实施例中,所述墙体1及肋板2采用高标号混凝土浇筑,所述混凝土层3可采用较低标号混凝土现场浇筑。预制部分和施工现场浇筑部分形成整体后共同受力,在竖向荷载作用下,预制部分的高标号混凝土对内部浇筑的较低标号的混凝土形成约束,可提高内部较低标号混凝土的受压承载力,整体受力性能更优越,达到节约成本的目的,优选的方案中,较高标号的混凝土可采用C50、C55、C60、C65、C70、C75、C80等,较低标号的混凝土可采用C20、C25、C30、C35、C40、C45等。In this embodiment, the walls 1 and ribs 2 are poured with high-grade concrete, and the concrete layer 3 can be poured on-site with lower-grade concrete. The prefabricated part and the poured part on the construction site are jointly stressed after forming a whole. Under the action of vertical load, the high-grade concrete of the prefabricated part forms a constraint on the lower-grade concrete poured inside, which can increase the compressive bearing capacity of the lower-grade concrete inside. The overall mechanical performance is superior to achieve the purpose of saving costs. In the preferred scheme, C50, C55, C60, C65, C70, C75, C80, etc. can be used for higher-grade concrete, and C20 can be used for lower-grade concrete. , C25, C30, C35, C40, C45, etc.

最后需要说明,上述描述仅为本实用新型的优选实施例,本领域的技术人员在本实用新型的启示下,在不违背本实用新型宗旨及权利要求的前提下,可以做出多种类似的表示,这样的变换均落入本实用新型的保护范围之内。Finally, it needs to be explained that the above description is only a preferred embodiment of the utility model. Under the inspiration of the utility model, those skilled in the art can make a variety of similar implementations without violating the purpose and claims of the utility model. It means that such transformations all fall within the protection scope of the present utility model.

Claims (6)

1. The utility model provides an assembled high performance concrete restraint shear force wall which characterized in that: wall body (1) including parallel arrangement, two vertically between wall body (1) be equipped with polylith floor (2), set up steel bar system, polylith in wall body (1) and floor (2) parallel arrangement, floor (2) reach wall body (1) encloses and establishes into a plurality of cavities, it has concrete layer (3) to fill in the cavity.
2. The fabricated high performance concrete confined shear wall of claim 1, wherein: the steel bar system comprises steel bar nets (4) distributed in the wall body (1) and drag hook steel bars (5) distributed in the rib plates (2), and two ends of the drag hook steel bars (5) are respectively connected with the steel bar nets (4) in the two wall bodies (1) in a hanging mode.
3. The fabricated high performance concrete confined shear wall of claim 2, wherein: the steel bar mesh (4) is formed by mutually crossing a horizontal steel bar (41) and a vertical steel bar (42), and the draw hook steel bar (5) is hung at the crossing point of the horizontal steel bar (41) and the vertical steel bar (42).
4. The fabricated high-performance concrete confined shear wall of claim 2, wherein: the projection of the draw hook reinforcing steel bars (5) on the wall body (1) is distributed in a plum blossom shape.
5. The fabricated high-performance concrete confined shear wall of claim 1, wherein: the wall body (1), the rib plates (2) and the steel bar system are integrally poured and formed.
6. The fabricated high performance concrete confined shear wall of claim 1, wherein: the wall body (1) and the rib plates (2) are cast by high-grade concrete, and the concrete layers (3) are cast by lower-grade concrete.
CN202222800934.6U 2022-10-24 2022-10-24 A prefabricated high performance concrete confined shear wall Active CN218176242U (en)

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Address after: 518000 Room 201, building A, No. 1, Qian Wan Road, Qianhai Shenzhen Hong Kong cooperation zone, Shenzhen, Guangdong (Shenzhen Qianhai business secretary Co., Ltd.)

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