CN206070796U - A kind of vertical attachment means of prefabricated assembled shear wall slab - Google Patents

A kind of vertical attachment means of prefabricated assembled shear wall slab Download PDF

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CN206070796U
CN206070796U CN201621098406.9U CN201621098406U CN206070796U CN 206070796 U CN206070796 U CN 206070796U CN 201621098406 U CN201621098406 U CN 201621098406U CN 206070796 U CN206070796 U CN 206070796U
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connecting rod
embedded
shear wall
plate
construction
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邱继生
周城念
张程华
杨帆
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Xian University of Science and Technology
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Xian University of Science and Technology
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Abstract

The utility model discloses a kind of vertical attachment means of prefabricated assembled shear wall slab, including the embedded board being embedded in wainscot sheathing, the connector for being laid in the cornice sheathing left and right sides and being fastenedly connected with embedded board and the fixing bolt for fixing the connector and cornice sheathing, the connecting plate that the connector is included a few font links and is fastenedly connected with a few font links, a few font links include middle brace rod and the left connecting rod being connected with middle brace rod two ends respectively and right connecting rod, it is provided with the connecting plate that the connection hole site reserved with cornice sheathing is corresponding and bolt hole that pass through for fixing bolt.It is this utility model simple structure, reasonable in design, can be the problems such as the situ wet operation amount that exists of the traditional vertical connected mode of effectively solving to be larger, connection required precision is high, difficulty of construction is big, construction cost is relatively low, easy construction, is easy to promote the use of.

Description

一种预制装配式剪力墙板竖向连接装置A vertical connection device for prefabricated shear wall panels

技术领域technical field

本实用新型属于预制装配式混凝土结构施工技术领域,具体涉及一种预制装配式剪力墙板竖向连接装置。The utility model belongs to the technical field of prefabricated assembled concrete structure construction, in particular to a vertical connection device for prefabricated assembled shear wall panels.

背景技术Background technique

装配式混凝土结构是我国建筑结构发展的重要方向之一,具有工业化水平高、现场湿作业量少、材料消耗低等优点,有利于提高建筑质量、实现建筑节能减排及住宅产业化。近年来,国家政策导向和优惠政策陆续出台,装配式混凝土结构得到较大发展:先后批准建立50多个国家住宅产业化基地,逐渐形成装配式框架结构、装配式剪力墙结构等成套应用技术,并于2014年10月份颁布实施《装配式混凝土结构技术规程》,为装配式混凝土结构的设计、施工及验收提供依据。The prefabricated concrete structure is one of the important directions for the development of building structures in my country. It has the advantages of high level of industrialization, less on-site wet work, and low material consumption. It is conducive to improving building quality, realizing building energy saving and emission reduction, and housing industrialization. In recent years, national policy guidance and preferential policies have been introduced one after another, and prefabricated concrete structures have been greatly developed: more than 50 national housing industrialization bases have been approved to be established, and complete sets of application technologies such as prefabricated frame structures and prefabricated shear wall structures have gradually formed , and promulgated and implemented the "Technical Regulations for Prefabricated Concrete Structures" in October 2014, providing a basis for the design, construction and acceptance of prefabricated concrete structures.

装配式剪力墙结构因其较好的整体性、刚度大、承载力高等优点在高层装配式结构中得到广泛应用。目前,预制装配式剪力墙结构墙体竖向连接多采用套筒灌浆连接、机械连接、焊接连接及钢筋浆锚连接,这些竖向连接构造措施减少了钢筋锚固长度,节省钢筋。然而,这些连接方式对施工技术和制作精度要求高,施工难度大,放缓了施工进度,直接导致了施工成本的增加,尤其是套筒灌浆连接,套筒的施工成本高,并且套筒无法二次利用。因而,需要提供一种结构简单、设计合理的预制装配式剪力墙板用竖向连接装置,能有效解决传统的竖向连接方式存在的现场湿作业量较大、连接精度要求高、施工难度大等问题,施工成本较低,施工方便,便于推广使用。The prefabricated shear wall structure has been widely used in high-rise prefabricated structures because of its good integrity, high rigidity, and high bearing capacity. At present, the vertical connection of prefabricated shear wall structures mostly adopts sleeve grouting connection, mechanical connection, welding connection and steel grout anchor connection. These vertical connection construction measures reduce the anchorage length of steel bars and save steel bars. However, these connection methods require high construction technology and manufacturing precision, and the construction is difficult, which slows down the construction progress and directly leads to an increase in construction costs, especially the sleeve grouting connection. The construction cost of the sleeve is high, and the sleeve cannot secondary use. Therefore, it is necessary to provide a vertical connection device for prefabricated shear wall panels with simple structure and reasonable design, which can effectively solve the problems of large wet work on site, high connection precision requirements and difficult construction existing in traditional vertical connection methods. Large and other problems, low construction cost, convenient construction, easy to promote and use.

实用新型内容Utility model content

本实用新型所要解决的技术问题在于针对上述现有技术中的不足,提供一种预制装配式剪力墙板竖向连接装置,其结构简单、设计合理,能有效解决传统的竖向连接方式存在的现场湿作业量较大、连接精度要求高、施工难度大等问题,施工成本较低,施工方便,便于推广使用。The technical problem to be solved by the utility model is to provide a prefabricated assembly type vertical connection device for shear wall panels, which has a simple structure and a reasonable design, and can effectively solve the problems of the traditional vertical connection method. The site has a large amount of wet work, high requirements for connection accuracy, and difficult construction. The construction cost is low, the construction is convenient, and it is easy to promote and use.

为解决上述技术问题,本实用新型采用的技术方案是:一种预制装配式剪力墙板竖向连接装置,其特征在于:包括沿墙体长度方向布设的多个连接机构,所述连接机构包括预埋在下墙板内的预埋板、布设在上墙板左右两侧且与预埋板紧固连接的连接件和用于固定连接所述连接件与上墙板的固定螺栓,所述连接件包括连接板以及用于连接预埋板和连接板的几字型连接架,所述几字型连接架包括中间连接杆以及分别与中间连接杆两端连接的左连接杆和右连接杆,所述连接板与中间连接杆、左连接杆和右连接杆均紧固连接,所述预埋板和中间连接杆紧固连接,所述连接板上开设有供固定螺栓穿过的螺栓通孔,所述螺栓通孔与上墙板上预留的连接孔位置相对应,所述预埋板的长度大于下墙板的厚度。In order to solve the above technical problems, the technical solution adopted by the utility model is: a vertical connection device for prefabricated shear wall panels, which is characterized in that it includes a plurality of connection mechanisms arranged along the length direction of the wall, and the connection mechanism It includes the pre-embedded board embedded in the lower wall board, the connectors arranged on the left and right sides of the upper wall board and fastened with the pre-embedded board, and the fixing bolts for fixedly connecting the connector and the upper wall board. The connecting piece includes a connecting plate and a several-shaped connecting frame for connecting the embedded plate and the connecting plate. The several-shaped connecting frame includes a middle connecting rod and a left connecting rod and a right connecting rod respectively connected to both ends of the middle connecting rod , the connecting plate is tightly connected with the middle connecting rod, the left connecting rod and the right connecting rod, the embedded plate is tightly connected with the middle connecting rod, and the connecting plate is provided with a bolt passage for the fixing bolt to pass through. holes, the bolt through holes correspond to the positions of the connection holes reserved on the upper wallboard, and the length of the embedded board is greater than the thickness of the lower wallboard.

上述的一种预制装配式剪力墙板竖向连接装置,其特征在于:所述预埋板的厚度不小于16mm,其宽度不小于150mm。The above-mentioned vertical connection device for prefabricated shear wall panels is characterized in that the thickness of the embedded panels is not less than 16mm, and the width is not less than 150mm.

上述的一种预制装配式剪力墙板竖向连接装置,其特征在于:所述中间连接杆、左连接杆和右连接杆的直径均不小于10mm。The above-mentioned vertical connection device for prefabricated shear wall panels is characterized in that the diameters of the middle connecting rod, the left connecting rod and the right connecting rod are not less than 10 mm.

上述的一种预制装配式剪力墙板竖向连接装置,其特征在于:所述连接板与中间连接杆、左连接杆和右连接杆均焊接,所述预埋板和中间连接杆焊接。The above-mentioned vertical connection device for prefabricated shear wall panels is characterized in that: the connecting plate is welded to the middle connecting rod, the left connecting rod and the right connecting rod, and the embedded plate is welded to the middle connecting rod.

本实用新型与现有技术相比具有以下优点:Compared with the prior art, the utility model has the following advantages:

1、本实用新型结构简单、设计合理,施工成本较低,施工方便。1. The utility model has the advantages of simple structure, reasonable design, low construction cost and convenient construction.

2、本实用新型将预制装配式剪力墙结构的墙板间的竖向连接通过预埋在下墙板内的预埋板和布设在上墙板左右两侧的连接件实现,连接方式灵活可变,加快了施工进度。2. The utility model realizes the vertical connection between the wall panels of the prefabricated shear wall structure through the pre-embedded panels embedded in the lower wall panel and the connectors arranged on the left and right sides of the upper wall panel. The connection method is flexible and flexible. Change, speed up the construction progress.

3、本实用新型使用效果好,实用价值高,与传统的竖向连接方式相比,大大减少了现场湿作业量,连接可靠,使得预制装配式剪力墙结构整体性好,有效保证预制装配式剪力墙结构的工程质量。3. The utility model has good use effect and high practical value. Compared with the traditional vertical connection method, it greatly reduces the amount of on-site wet work, and the connection is reliable, so that the prefabricated shear wall has a good structural integrity and effectively ensures the prefabricated assembly. The engineering quality of type shear wall structure.

4、本实用新型在安装过程中根据上墙板上预留的连接孔的位置,来确定连接板上螺栓通孔的位置,再在连接板上钻出螺栓通孔,螺栓通孔位置容易调整和控制,连接质量得到保证,降低了施工难度。4. In the installation process of the utility model, the position of the bolt through hole on the connection plate is determined according to the position of the connection hole reserved on the upper wall plate, and then the bolt through hole is drilled on the connection plate, and the position of the bolt through hole is easy to adjust And control, the connection quality is guaranteed, and the difficulty of construction is reduced.

综上所述,本实用新型结构简单、设计合理,能有效解决传统的竖向连接方式存在的现场湿作业量较大、连接精度要求高、施工难度大等问题,施工成本较低,施工方便,便于推广使用。To sum up, the utility model has a simple structure and a reasonable design, which can effectively solve the problems of the traditional vertical connection method, such as a large amount of on-site wet work, high requirements for connection accuracy, and difficult construction. The construction cost is low and the construction is convenient. , which is convenient for promotion and use.

下面通过附图和实施例,对本实用新型的技术方案做进一步的详细描述。The technical solutions of the present utility model will be further described in detail through the drawings and embodiments below.

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的左视图。Fig. 2 is a left side view of Fig. 1 .

图3为本实用新型预埋板、连接板和几字型连接架的安装结构示意图。Fig. 3 is a schematic diagram of the installation structure of the embedded board, the connecting board and the several-shaped connecting frame of the utility model.

图4为本实用新型套筒和约束边框的安装结构示意图。Fig. 4 is a schematic diagram of the installation structure of the sleeve and the restraining frame of the present invention.

附图标记说明:Explanation of reference signs:

1—预埋板; 2—几字型连接架; 2-1—中间连接杆;1—embedded board; 2—a few-shaped connecting frame; 2-1—middle connecting rod;

2-2—左连接杆; 2-3—右连接杆; 3—连接板;2-2—left connecting rod; 2-3—right connecting rod; 3—connecting plate;

4—螺栓通孔; 5—上墙板; 6—下墙板;4—bolt through hole; 5—upper wallboard; 6—lower wallboard;

7—固定螺栓; 8—套筒; 9—约束边框。7—fixing bolt; 8—sleeve; 9—constraining frame.

具体实施方式detailed description

如图1、图2和图3所示,本实用新型包括沿墙体长度方向布设的多个连接机构,所述连接机构包括预埋在下墙板6内的预埋板1、布设在上墙板5左右两侧且与预埋板1紧固连接的连接件和用于固定连接所述连接件与上墙板5的固定螺栓7,所述连接件包括连接板3以及用于连接预埋板1和连接板3的几字型连接架2,所述几字型连接架2包括中间连接杆2-1以及分别与中间连接杆2-1两端连接的左连接杆2-2和右连接杆2-3,所述连接板3与中间连接杆2-1、左连接杆2-2和右连接杆2-3均紧固连接,所述预埋板1和中间连接杆2-1紧固连接,所述连接板3上开设有供固定螺栓7穿过的螺栓通孔4,所述螺栓通孔4与上墙板5上预留的连接孔位置相对应,所述预埋板1的长度d1大于下墙板6的厚度d2As shown in Fig. 1, Fig. 2 and Fig. 3, the utility model includes a plurality of connection mechanisms arranged along the length direction of the wall, and the connection mechanisms include a pre-buried board 1 pre-buried in the lower wall board 6, a pre-buried board 1 arranged on the upper wall The left and right sides of the plate 5 and the connecting parts that are firmly connected with the embedded board 1 and the fixing bolts 7 for fixedly connecting the connecting parts with the upper wall panel 5, the connecting parts include the connecting plate 3 and the connecting parts for connecting the embedded The several-shaped connecting frame 2 of the plate 1 and the connecting plate 3, the said several-shaped connecting frame 2 includes the middle connecting rod 2-1 and the left connecting rod 2-2 and the right connecting rod 2-2 respectively connected to the two ends of the middle connecting rod 2-1. The connecting rod 2-3, the connecting plate 3 is tightly connected with the middle connecting rod 2-1, the left connecting rod 2-2 and the right connecting rod 2-3, and the embedded plate 1 and the middle connecting rod 2-1 Tightly connected, the connecting plate 3 is provided with a bolt through hole 4 for the fixing bolt 7 to pass through, and the bolt through hole 4 corresponds to the position of the connection hole reserved on the upper wallboard 5, and the embedded plate The length d 1 of 1 is greater than the thickness d 2 of the lower wall panel 6 .

本实施例中,所述预埋板1的厚度不小于16mm,其宽度不小于150mm。In this embodiment, the thickness of the embedded board 1 is not less than 16mm, and its width is not less than 150mm.

本实施例中,所述中间连接杆2-1、左连接杆2-2和右连接杆2-3的直径均不小于10mm。In this embodiment, the diameters of the middle connecting rod 2-1, the left connecting rod 2-2 and the right connecting rod 2-3 are not less than 10mm.

本实施例中,所述连接板3与中间连接杆2-1、左连接杆2-2和右连接杆2-3均焊接,所述预埋板1和中间连接杆2-1焊接。In this embodiment, the connecting plate 3 is welded to the middle connecting rod 2-1, the left connecting rod 2-2 and the right connecting rod 2-3, and the embedded plate 1 is welded to the middle connecting rod 2-1.

具体实施时,如图4所示,首先绑扎约束边框9,将套筒8绑扎在约束边框9的钢筋上,套筒8的两端均伸出约束边框9,然后对约束边框9浇筑混凝土,待混凝土强度达到75%时,取出套筒8,在墙板上形成预留的连接孔,套筒8可多次利用,降低了施工成本。During specific implementation, as shown in Figure 4, at first binding constraint frame 9, sleeve 8 is bound on the reinforcing bar of constraint frame 9, and the two ends of sleeve 8 all stretch out constraint frame 9, then to constraint frame 9 pouring concrete, When the concrete strength reaches 75%, the sleeve 8 is taken out to form a reserved connection hole on the wallboard, the sleeve 8 can be used for many times, and the construction cost is reduced.

待混凝土强度达到100%时,形成预制装配式剪力墙结构的墙板,吊装预制装配式剪力墙结构的墙板,调整墙板的水平度和垂直度,使上墙板5和下墙板6位置相对应放置。将两个几字型连接架2的中间连接杆2-1分别焊接在预埋板1的两侧,然后将预埋板1预埋在下墙板6内,若预埋板1与下墙板6的标高差在15mm范围内,采用砂浆找平,若预埋板1与下墙板6的标高差大于15mm,采用细石混凝土找平。然后将两个连接板3分别焊接在两个几字型连接架2的左连接杆2-2和右连接杆2-3上,连接板3与预埋板1也焊接,提高连接可靠性,然后根据上墙板5上预留的连接孔的位置,确定连接板3上螺栓通孔4的位置,再在连接板3上钻出螺栓通孔4,因此螺栓通孔4的位置容易调整和控制,降低了施工难度,连接质量得到保证,使得预制装配式剪力墙结构的整体性好,然后将固定螺栓7穿过连接板3上的螺栓通孔4和上墙板5上的连接孔,实现上墙板5和下墙板6的竖向连接。When the concrete strength reaches 100%, the wall panels of the prefabricated assembly shear wall structure are formed, the wall panels of the prefabricated assembly shear wall structure are hoisted, and the levelness and verticality of the wall panels are adjusted so that the upper wall panel 5 and the lower wall The positions of the plates 6 are placed correspondingly. Weld the middle connecting rods 2-1 of the two several-shaped connecting frames 2 to both sides of the pre-embedded board 1 respectively, and then pre-embed the pre-embedded board 1 in the lower wall board 6, if the pre-embedded board 1 and the lower wall board If the elevation difference of 6 is within 15mm, use mortar for leveling. If the elevation difference between embedded panel 1 and lower wall panel 6 is greater than 15mm, use fine stone concrete for leveling. Then two connecting plates 3 are welded respectively on the left connecting rod 2-2 and the right connecting rod 2-3 of two several-shaped connecting frames 2, connecting plate 3 and embedded plate 1 are also welded, improve connection reliability, Then according to the position of the connecting hole reserved on the upper wallboard 5, determine the position of the bolt through hole 4 on the connecting plate 3, then drill the bolt through hole 4 on the connecting plate 3, so the position of the bolt through hole 4 is easy to adjust and control, the construction difficulty is reduced, and the connection quality is guaranteed, so that the integrity of the prefabricated shear wall structure is good, and then the fixing bolt 7 is passed through the bolt through hole 4 on the connection plate 3 and the connection hole on the upper wall plate 5 , to realize the vertical connection of the upper wallboard 5 and the lower wallboard 6.

以上所述,仅是本实用新型的实施例,并非对本实用新型作任何限制,凡是根据本实用新型技术实质对以上实施例所作的任何简单修改、变更以及等效结构变化,均仍属于本实用新型技术方案的保护范围内。The above is only an embodiment of the utility model, and does not limit the utility model in any way. All simple modifications, changes and equivalent structural changes made to the above embodiments according to the technical essence of the utility model still belong to the utility model. Within the scope of protection of new technical solutions.

Claims (4)

1.一种预制装配式剪力墙板竖向连接装置,其特征在于:包括沿墙体长度方向布设的多个连接机构,所述连接机构包括预埋在下墙板(6)内的预埋板(1)、布设在上墙板(5)左右两侧且与预埋板(1)紧固连接的连接件和用于固定连接所述连接件与上墙板(5)的固定螺栓(7),所述连接件包括连接板(3)以及用于连接预埋板(1)和连接板(3)的几字型连接架(2),所述几字型连接架(2)包括中间连接杆(2-1)以及分别与中间连接杆(2-1)两端连接的左连接杆(2-2)和右连接杆(2-3),所述连接板(3)与中间连接杆(2-1)、左连接杆(2-2)和右连接杆(2-3)均紧固连接,所述预埋板(1)和中间连接杆(2-1)紧固连接,所述连接板(3)上开设有供固定螺栓(7)穿过的螺栓通孔(4),所述螺栓通孔(4)与上墙板(5)上预留的连接孔位置相对应,所述预埋板(1)的长度大于下墙板(6)的厚度。1. A vertical connection device for prefabricated shear wall panels, characterized in that: it includes a plurality of connection mechanisms arranged along the length direction of the wall, and the connection mechanisms include pre-buried in the lower wall panel (6). The board (1), the connectors arranged on the left and right sides of the upper wall board (5) and firmly connected with the embedded board (1), and the fixing bolts ( 7), the connector includes a connecting plate (3) and a several-shaped connecting frame (2) for connecting the embedded plate (1) and the connecting plate (3), and the several-shaped connecting frame (2) includes The middle connecting rod (2-1) and the left connecting rod (2-2) and the right connecting rod (2-3) respectively connected with the two ends of the middle connecting rod (2-1), the connecting plate (3) and the middle The connecting rod (2-1), the left connecting rod (2-2) and the right connecting rod (2-3) are all tightly connected, and the embedded plate (1) and the middle connecting rod (2-1) are tightly connected , the connecting plate (3) is provided with a bolt through hole (4) for the fixing bolt (7) to pass through, and the bolt through hole (4) is in the same position as the reserved connecting hole on the upper wallboard (5) Correspondingly, the length of the embedded board (1) is greater than the thickness of the lower wallboard (6). 2.按照权利要求1所述的一种预制装配式剪力墙板竖向连接装置,其特征在于:所述预埋板(1)的厚度不小于16mm,其宽度不小于150mm。2. A vertical connection device for prefabricated shear wall panels according to claim 1, characterized in that: the thickness of the embedded panel (1) is not less than 16mm, and its width is not less than 150mm. 3.按照权利要求1所述的一种预制装配式剪力墙板竖向连接装置,其特征在于:所述中间连接杆(2-1)、左连接杆(2-2)和右连接杆(2-3)的直径均不小于10mm。3. A vertical connection device for prefabricated shear wall panels according to claim 1, characterized in that: the middle connecting rod (2-1), the left connecting rod (2-2) and the right connecting rod The diameter of (2-3) is not less than 10mm. 4.按照权利要求1所述的一种预制装配式剪力墙板竖向连接装置,其特征在于:所述连接板(3)与中间连接杆(2-1)、左连接杆(2-2)和右连接杆(2-3)均焊接,所述预埋板(1)和中间连接杆(2-1)焊接。4. A vertical connection device for prefabricated shear wall panels according to claim 1, characterized in that: the connecting plate (3) is connected to the middle connecting rod (2-1), the left connecting rod (2- 2) and the right connecting rod (2-3) are welded, and the embedded plate (1) and the middle connecting rod (2-1) are welded.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110067321A (en) * 2019-05-31 2019-07-30 福建工程学院 A kind of fabricated shear wall flexible connecting device and its construction method
CN110593418A (en) * 2018-06-12 2019-12-20 迈瑞司(北京)抗震住宅技术有限公司 Assembled shear wall and mounting method thereof
WO2020019947A1 (en) * 2018-07-24 2020-01-30 张春巍 Vertical damping bearing connector for shear wall, and installation method therefor
CN114033027A (en) * 2021-10-22 2022-02-11 河南耐睿特实业有限公司 A kind of ultra-low energy consumption integrated thermal insulation prefabricated multi-storey house and installation method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593418A (en) * 2018-06-12 2019-12-20 迈瑞司(北京)抗震住宅技术有限公司 Assembled shear wall and mounting method thereof
CN110593418B (en) * 2018-06-12 2024-10-01 迈瑞司(北京)抗震住宅技术有限公司 Assembled shear wall and installation method thereof
WO2020019947A1 (en) * 2018-07-24 2020-01-30 张春巍 Vertical damping bearing connector for shear wall, and installation method therefor
CN110067321A (en) * 2019-05-31 2019-07-30 福建工程学院 A kind of fabricated shear wall flexible connecting device and its construction method
CN110067321B (en) * 2019-05-31 2023-10-10 福建工程学院 An assembled shear wall flexible connection device and its construction method
CN114033027A (en) * 2021-10-22 2022-02-11 河南耐睿特实业有限公司 A kind of ultra-low energy consumption integrated thermal insulation prefabricated multi-storey house and installation method

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