Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel beam and concrete column connecting joint mounting method
The invention relates to the field of steel beam connection node installation, and discloses a steel beam and concrete column connection node installation method, which comprises the following steps that: step 1, a column body template is erected, the column body template comprises a non-standard side mold, and the non-standard side mold is provided with an adjusting hole; secondly, an embedded part and an adjusting assembly are installed, wherein the embedded part comprises a bottom plate and a connecting plate which are perpendicularly connected; the adjusting assembly comprises a fixing part and an adjusting part, the fixing part comprises a first fixing plate and a second fixing plate which are connected with each other, the first fixing plate is in bolted connection with the connecting plate, a fastening bolt is arranged on the second fixing plate, and the fastening bolt can abut against the non-standard side mold after being tightened; the adjusting part can push the embedded part to move downwards; tightening the fastening bolt; and thirdly, column body concrete is poured, before initial setting of the column body concrete is finished, the fastening bolts are gradually unscrewed till the adjusting pieces can push the embedded parts to move downwards, the adjusting pieces push the embedded parts to the designed elevation, mold removal is facilitated, and the accuracy of the positions of the embedded parts can be guaranteed.
本发明涉及钢梁连接节点安装领域，公开了钢梁与混凝土柱的连接节点安装方法，步骤一、搭设柱体模板，柱体模板包括非标侧模，非标侧模上开有调节孔；步骤二、安装预埋件和调节组件，预埋件包括垂直连接的底板和连接板；调节组件包括固定件和调节件，固定件包括相互连接的第一固定板和第二固定板，第一固定板和连接板螺栓连接，第二固定板上设有紧固螺栓，紧固螺栓拧紧后能抵紧非标侧模；调节件能推动预埋件向下移动；拧紧紧固螺栓；步骤三、浇筑柱体混凝土，在柱体混凝土初凝结束之前，逐渐拧松紧固螺栓，直至调节件能够推动预埋件向下移动，调节件将预埋件推动至设计标高，不仅便于拆模，还能保证预埋件位置的准确性。
Steel beam and concrete column connecting joint mounting method
The invention relates to the field of steel beam connection node installation, and discloses a steel beam and concrete column connection node installation method, which comprises the following steps that: step 1, a column body template is erected, the column body template comprises a non-standard side mold, and the non-standard side mold is provided with an adjusting hole; secondly, an embedded part and an adjusting assembly are installed, wherein the embedded part comprises a bottom plate and a connecting plate which are perpendicularly connected; the adjusting assembly comprises a fixing part and an adjusting part, the fixing part comprises a first fixing plate and a second fixing plate which are connected with each other, the first fixing plate is in bolted connection with the connecting plate, a fastening bolt is arranged on the second fixing plate, and the fastening bolt can abut against the non-standard side mold after being tightened; the adjusting part can push the embedded part to move downwards; tightening the fastening bolt; and thirdly, column body concrete is poured, before initial setting of the column body concrete is finished, the fastening bolts are gradually unscrewed till the adjusting pieces can push the embedded parts to move downwards, the adjusting pieces push the embedded parts to the designed elevation, mold removal is facilitated, and the accuracy of the positions of the embedded parts can be guaranteed.
本发明涉及钢梁连接节点安装领域，公开了钢梁与混凝土柱的连接节点安装方法，步骤一、搭设柱体模板，柱体模板包括非标侧模，非标侧模上开有调节孔；步骤二、安装预埋件和调节组件，预埋件包括垂直连接的底板和连接板；调节组件包括固定件和调节件，固定件包括相互连接的第一固定板和第二固定板，第一固定板和连接板螺栓连接，第二固定板上设有紧固螺栓，紧固螺栓拧紧后能抵紧非标侧模；调节件能推动预埋件向下移动；拧紧紧固螺栓；步骤三、浇筑柱体混凝土，在柱体混凝土初凝结束之前，逐渐拧松紧固螺栓，直至调节件能够推动预埋件向下移动，调节件将预埋件推动至设计标高，不仅便于拆模，还能保证预埋件位置的准确性。
Steel beam and concrete column connecting joint mounting method
钢梁与混凝土柱的连接节点安装方法
WANG XIUGUO (Autor:in) / FAN YINGZHONG (Autor:in) / LIU QIANG (Autor:in) / LI XINGGUI (Autor:in) / PAN KEYU (Autor:in)
17.05.2024
Patent
Elektronische Ressource
Chinesisch
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