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Installation method of truss shear-resistant support
The installation method comprises the following steps that anchor bolts are buried in a concrete column, the elevation is well controlled, an anti-shear part and a buried plate are welded into a whole, and then the anchor bolts are aligned to be installed and fixed; and the bottom plate, the first stiffening plate, the second stiffening plate and the truss main body are welded into a whole, aligned with anchor bolts and mounted and fixed through fasteners. According to the arrangement, the anchor bolts and the anti-shearing piece are pre-embedded in the concrete column, after the embedded plate is installed, the bottom plate, the first stiffening plate and the second stiffening plate are installed on the embedded plate, the anchor bolts are fixed through the fasteners, and therefore the pre-embedded assembly and the supporting assembly are fixedly connected, the first stiffening plate and the second stiffening plate are perpendicularly arranged, and the anti-shearing effect is achieved. The truss main body is simultaneously supported and the horizontal force of the truss main body is transmitted from two directions, so that the horizontal force of the truss is effectively transmitted to the embedded part and is jointly resisted by the anchor bolt and the shear-resistant part, the structural safety is ensured, the mounting progress is high, and the operation is easy.
本发明公开了一种桁架抗剪支座的安装方法,包括以下步骤:将锚栓埋伏混凝土柱,控制好标高,将抗剪件和埋板焊整体,再对准锚栓安装固定;将底板、第一加劲板和第二加劲板以及桁架主体焊成整体,对准锚栓通过紧固件安装固定。如此设置,通过将锚栓及抗剪件预埋在混凝土柱里,埋板安装好后,将底板、第一加劲板和第二加劲板分别安装在埋板上,并通过紧固件将锚栓固定,从而将预埋组件和支撑组件固定连接,且第一加劲板和第二加劲板垂直布置,从两个方向同时支撑桁架主体和传导桁架主体的水平力,有效的将桁架水平力传递到埋件由锚栓和抗剪件共同抵抗,保证了结构安全,且安装进度高,易操作。
Installation method of truss shear-resistant support
The installation method comprises the following steps that anchor bolts are buried in a concrete column, the elevation is well controlled, an anti-shear part and a buried plate are welded into a whole, and then the anchor bolts are aligned to be installed and fixed; and the bottom plate, the first stiffening plate, the second stiffening plate and the truss main body are welded into a whole, aligned with anchor bolts and mounted and fixed through fasteners. According to the arrangement, the anchor bolts and the anti-shearing piece are pre-embedded in the concrete column, after the embedded plate is installed, the bottom plate, the first stiffening plate and the second stiffening plate are installed on the embedded plate, the anchor bolts are fixed through the fasteners, and therefore the pre-embedded assembly and the supporting assembly are fixedly connected, the first stiffening plate and the second stiffening plate are perpendicularly arranged, and the anti-shearing effect is achieved. The truss main body is simultaneously supported and the horizontal force of the truss main body is transmitted from two directions, so that the horizontal force of the truss is effectively transmitted to the embedded part and is jointly resisted by the anchor bolt and the shear-resistant part, the structural safety is ensured, the mounting progress is high, and the operation is easy.
本发明公开了一种桁架抗剪支座的安装方法,包括以下步骤:将锚栓埋伏混凝土柱,控制好标高,将抗剪件和埋板焊整体,再对准锚栓安装固定;将底板、第一加劲板和第二加劲板以及桁架主体焊成整体,对准锚栓通过紧固件安装固定。如此设置,通过将锚栓及抗剪件预埋在混凝土柱里,埋板安装好后,将底板、第一加劲板和第二加劲板分别安装在埋板上,并通过紧固件将锚栓固定,从而将预埋组件和支撑组件固定连接,且第一加劲板和第二加劲板垂直布置,从两个方向同时支撑桁架主体和传导桁架主体的水平力,有效的将桁架水平力传递到埋件由锚栓和抗剪件共同抵抗,保证了结构安全,且安装进度高,易操作。
Installation method of truss shear-resistant support
一种桁架抗剪支座的安装方法
ZHANG ZHIMIN (Autor:in) / ZHANG GUOCAN (Autor:in) / LI JIAN (Autor:in) / LIU ZHIGUO (Autor:in) / HUANG TIAN (Autor:in) / WEI ZONGQUAN (Autor:in)
19.09.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS