CN216713466U - Shear force wall prefabricated interior wallboard hybrid connection structure - Google Patents
Shear force wall prefabricated interior wallboard hybrid connection structure Download PDFInfo
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- CN216713466U CN216713466U CN202220195021.3U CN202220195021U CN216713466U CN 216713466 U CN216713466 U CN 216713466U CN 202220195021 U CN202220195021 U CN 202220195021U CN 216713466 U CN216713466 U CN 216713466U
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- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000006978 adaptation Effects 0.000 claims 1
- 238000009417 prefabrication Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 abstract description 10
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 6
- 229910000831 Steel Inorganic materials 0.000 description 20
- 239000010959 steel Substances 0.000 description 20
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000009434 installation Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000275 quality assurance Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
Description
技术领域technical field
本申请涉及建筑施工技术领域,具体公开了一种剪力墙预制内墙板混合连接结构。The application relates to the technical field of building construction, and specifically discloses a hybrid connection structure of shear wall prefabricated inner wall panels.
背景技术Background technique
剪力墙又称抗风墙、抗震墙或结构墙,房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载和竖向荷载的墙体,防止结构剪切破坏,又称抗震墙,一般用钢筋混凝土做成,内墙板结构的承重墙可用砖、砌块、预制或现浇混凝土做成,按所用材料和建造方法的不同可分为混合结构、装配式大板结构、现浇式墙板结构三类。Shear wall, also known as wind-resistant wall, seismic wall or structural wall, is a wall that mainly bears horizontal and vertical loads caused by wind load or earthquake action in houses or structures to prevent structural shear damage, also known as seismic wall. Made of reinforced concrete, the load-bearing wall of the inner wall panel structure can be made of bricks, blocks, prefabricated or cast-in-place concrete. There are three types of wall panel structures.
传统的剪力墙通过浆锚钢筋间接搭接连接,该连接形式的受力性能受预留孔洞成形技术、灌浆工艺制约,离散性较大;或通过上、下钢筋搭接焊接连接,但存在焊接数量较多,现场焊接量太大、质量不易保证等问题,因此,发明人有鉴于此,提供了一种剪力墙预制内墙板混合连接结构,以便解决上述问题。The traditional shear wall is connected by indirect lap joint through grouting anchor reinforcement. The mechanical performance of this connection form is restricted by the reserved hole forming technology and grouting process, and the discreteness is relatively large; There are many problems such as welding quantity, too much on-site welding quantity, and difficult quality assurance. Therefore, in view of this, the inventor provides a hybrid connection structure of shear wall prefabricated inner wall panels to solve the above problems.
实用新型内容Utility model content
本实用新型的目的在于解决传统的剪力墙连接形式存在焊接数量较多,现场焊接量太大的问题。The purpose of the utility model is to solve the problem that the traditional shear wall connection form has a large number of weldings and a large amount of welding on site.
为了达到上述目的,本实用新型的基础方案提供一种剪力墙预制内墙板混合连接结构,包括墙体,墙体顶部设有定位块,定位块上均匀设有若干环状的第一连接钢筋,墙体底部设有与定位块形状适配的定位槽,定位槽侧壁开有浇筑孔,定位槽内均匀设有若干环状的第二连接钢筋,第一连接钢筋和第二连接钢筋水平方向交错设置,还包括可穿插在第一连接钢筋和第二连接钢筋之间的固定杆和可将固定杆固定在定位槽内的固定件。In order to achieve the above purpose, the basic scheme of the present invention provides a shear wall prefabricated inner wall panel hybrid connection structure, which includes a wall body, a positioning block is arranged on the top of the wall body, and a plurality of annular first connections are evenly arranged on the positioning block. The bottom of the wall is provided with a positioning groove adapted to the shape of the positioning block, the side wall of the positioning groove is provided with a pouring hole, and a plurality of annular second connecting steel bars, a first connecting steel bar and a second connecting steel bar are evenly arranged in the positioning groove. The horizontal direction is staggered, and also includes a fixing rod that can be inserted between the first connecting steel bar and the second connecting steel bar and a fixing piece that can fix the fixing rod in the positioning groove.
本基础方案的原理及效果在于:The principle and effect of this basic scheme are as follows:
1、本实用新型通过定位槽、定位块进行连接,不需要额外的支模和拆模工作,简化施工程序,有效提高施工效率。1. The utility model is connected by positioning grooves and positioning blocks, and does not require additional formwork support and formwork removal, which simplifies construction procedures and effectively improves construction efficiency.
2、本实用新型通过第一连接钢筋、第二连接钢筋和固定杆提高连接强度,连接更加可靠。2. The utility model improves the connection strength through the first connecting steel bar, the second connecting steel bar and the fixing rod, and the connection is more reliable.
3、本实用新型结构简单,构思巧妙,安装便捷,简化了剪力墙的安装步骤,降低了技术人员的劳动强度,解决来了传统的剪力墙连接形式存在焊接数量较多,现场焊接量太大的问题。3. The utility model has the advantages of simple structure, ingenious design and convenient installation, which simplifies the installation steps of the shear wall, reduces the labor intensity of technicians, and solves the problem that the traditional shear wall connection form has a large number of welding and on-site welding. too big a problem.
进一步,所述第一连接钢筋和第二连接钢筋均为U形。U形的第一连接钢筋和第二连接钢筋连接更加的牢固,防止第一连接钢筋和第二连接钢筋相互脱离。Further, the first connecting steel bar and the second connecting steel bar are both U-shaped. The U-shaped first connecting steel bar and the second connecting steel bar are more firmly connected, preventing the first connecting steel bar and the second connecting steel bar from being separated from each other.
进一步,所述墙体侧壁设有固定槽,固定杆一端设有与固定槽适配的固定块,固定块与墙体侧壁之间设有可相互连通的安装孔,固定件可拆卸连接在安装孔内。通过固定件将固定块安装在固定槽内,进而将固定杆固定,安装方便快捷。Further, the side wall of the wall is provided with a fixing groove, one end of the fixing rod is provided with a fixing block adapted to the fixing groove, a mounting hole that can communicate with each other is provided between the fixing block and the side wall of the wall, and the fixing piece is detachably connected. in the mounting hole. The fixing block is installed in the fixing groove through the fixing piece, and then the fixing rod is fixed, and the installation is convenient and quick.
进一步,所述定位槽远离固定槽一侧的侧壁设有与固定杆自由端适配的卡槽。卡槽可对固定杆的位置进行限定。Further, a side wall of the positioning slot on the side away from the fixing slot is provided with a clamping slot adapted to the free end of the fixing rod. The slot can limit the position of the fixing rod.
进一步,所述定位槽内底面均匀设有若干支撑柱。支撑柱可对固定杆进行支撑安装,提高抗压性能。Further, a plurality of support columns are evenly arranged on the inner bottom surface of the positioning groove. The support column can support and install the fixed rod to improve the compressive performance.
进一步,所述墙体内设有容腔,支撑柱底端伸入容腔内并套设有压力弹簧。容腔和压力弹簧使支撑柱可在一定范围内滑动,更便于安装固定柱。Further, the wall is provided with a cavity, and the bottom end of the support column extends into the cavity and is sleeved with a pressure spring. The cavity and the pressure spring enable the support column to slide within a certain range, making it easier to install the fixed column.
进一步,所述支撑柱位于容腔内的部分设有防止支撑柱脱离容腔的卡块。卡块防止支撑柱脱离容腔。Further, the part of the support column located in the cavity is provided with a blocking block to prevent the support column from being separated from the cavity. The catch blocks prevent the support post from disengaging from the cavity.
附图说明Description of drawings
为了更清楚地说明本申请实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本申请的一些实施例,对于本领域技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to illustrate the technical solutions in the embodiments of the present application more clearly, the following briefly introduces the drawings that are used in the description of the embodiments. Obviously, the drawings in the following description are only some embodiments of the present application. For those skilled in the art, other drawings can also be obtained from these drawings without creative effort.
图1示出了本申请实施例提出的一种剪力墙预制内墙板混合连接结构的顶部轴侧图;Fig. 1 shows a top axonometric view of a hybrid connection structure of shear wall prefabricated inner wall panels proposed in an embodiment of the present application;
图2示出了本申请实施例提出的一种剪力墙预制内墙板混合连接结构的底部轴侧图;FIG. 2 shows a bottom isometric view of a hybrid connection structure of shear wall prefabricated inner wall panels proposed in an embodiment of the present application;
图3示出了本申请实施例提出的一种剪力墙预制内墙板混合连接结构的支撑柱连接剖视图;FIG. 3 shows a cross-sectional view of a support column connection of a shear wall prefabricated inner wall panel hybrid connection structure proposed in an embodiment of the present application;
图4示出了本申请实施例提出的一种剪力墙预制内墙板混合连接结构的固定杆示意图。FIG. 4 shows a schematic diagram of a fixing rod of a hybrid connection structure of shear wall prefabricated inner wall panels proposed in an embodiment of the present application.
具体实施方式Detailed ways
为更进一步阐述本实用新型为实现预定实用新型目的所采取的技术手段及功效,以下结合附图及较佳实施例,对依据本实用新型的具体实施方式、结构、特征及其功效,详细说明如后。In order to further illustrate the technical means and effects adopted by the present utility model to achieve the intended purpose of the utility model, the following in conjunction with the accompanying drawings and preferred embodiments, the specific embodiments, structures, features and effects of the present utility model will be described in detail. Such as later.
说明书附图中的附图标记包括:墙体1、定位块2、第一连接钢筋3、浇筑孔4、固定槽5、第二安装孔6、安装槽7、第二连接钢筋8、支撑柱9、固定杆10、固定块11、第一安装孔12、容腔13、弹簧14。Reference numerals in the accompanying drawings include:
一种剪力墙预制内墙板混合连接结构,实施例如图1和图2所示:包括墙体1,墙体1顶部设有定位块2,定位块2上均匀设有若干环状的第一连接钢筋3,墙体1底部设有与定位块2形状适配的定位槽,定位槽侧壁开有浇筑孔4,定位槽内均匀设有若干环状的第二连接钢筋8,第一连接钢筋3和第二连接钢筋8水平方向交错设置,第一连接钢筋3和第二连接钢筋8均为U形,U形的第一连接钢筋3和第二连接钢筋8连接更加的牢固,防止第一连接钢筋3和第二连接钢筋8相互脱离。A hybrid connection structure of shear wall prefabricated inner wall panels, the embodiment is shown in Figure 1 and Figure 2: including a
还包括可穿插在第一连接钢筋3和第二连接钢筋8之间的固定杆10和可将固定杆10固定在定位槽内的固定件,墙体1侧壁设有固定槽5和安装槽7,安装槽7的形状与固定杆10相适配,固定槽5的截面可将安装槽7的截面覆盖,固定杆10一端设有与固定槽5适配的固定块11,实施例如图4所示,固定块11侧壁设有第一安装孔12,墙体1侧壁设有第二安装孔6,第一安装孔12和第二安装孔6相互连通,固定件采用固定螺杆,通过螺栓以及螺纹孔的形式可拆卸连接在第一安装孔12和第二安装孔6内,定位槽远离固定槽5一侧的侧壁设有与固定杆10自由端适配的卡槽。该安装方便快捷。It also includes a
实施例如图3所示,定位槽内底面均匀设有若干支撑柱9,体内设有容腔13,支撑柱9底端伸入容腔13内并套设有压力弹簧14,支撑柱9位于容腔13内的部分设有防止支撑柱9脱离容腔13的卡块,卡块与容腔13滑动连接。The embodiment is shown in FIG. 3 , a plurality of
在本实用新型的实施过程中,将墙体1依次进行连接,具体的,将一个墙体1底部的定位槽与另一个墙体1的定位块2相互卡合,使第一连接钢筋3和第二连接钢筋8交错在定位槽内,然后将固定杆10穿过各个第一连接钢筋3和第二连接钢筋8的U形面内,并与各个支撑柱9相接触,固定杆10端部与卡槽相配合,即达到指定的位置,然后通过固定螺杆将固定块11固定在固定槽5内,进而将固定杆10固定,安装方便快捷,然后进行浇筑即可。During the implementation of the present invention, the
与现有技术相比,本实用新型结构简单,构思巧妙,安装便捷,简化了剪力墙的安装步骤,降低了技术人员的劳动强度,解决来了传统的剪力墙连接形式存在焊接数量较多,现场焊接量太大的问题。Compared with the prior art, the utility model has the advantages of simple structure, ingenious design and convenient installation, which simplifies the installation steps of the shear wall, reduces the labor intensity of technicians, and solves the problem of the relatively large number of welding in the traditional shear wall connection form. Many, the problem of too much on-site welding.
以上所述,仅是本实用新型的较佳实施例而已,并非对本实用新型作任何形式上的限制,虽然本实用新型已以较佳实施例揭示如上,然而并非用以限定本实用新型,任何本领域技术人员,在不脱离本实用新型技术方案范围内,当可利用上述揭示的技术内容做出些许更动或修饰为等同变化的等效实施例,但凡是未脱离本实用新型技术方案内容,依据本实用新型的技术实质对以上实施例所作的任何简介修改、等同变化与修饰,均仍属于本实用新型技术方案的范围内。The above are only preferred embodiments of the present utility model, and are not intended to limit the present utility model in any form. Although the present utility model has been disclosed above with preferred embodiments, it is not intended to limit the present utility model. Those skilled in the art, without departing from the scope of the technical solution of the present invention, can make some changes or modifications to equivalent embodiments of equivalent changes by using the technical content disclosed above, but not departing from the technical solution content of the present invention. , any brief modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention still fall within the scope of the technical solutions of the present invention.
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