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Fabricated building frame hollow column joint structure and construction method thereof
The invention relates to a fabricated building frame hollow column joint structure. The fabricated building frame hollow column joint structure comprises lower-layer prefabricated stand columns, connecting column bodies inserted into the upper portions of the lower-layer prefabricated stand columns, upper-layer prefabricated stand columns arranged on the upper portions of the connecting column bodies in a sleeving mode and cross beams with the ends installed on the lower side walls of the upper-layer prefabricated stand columns and the upper side walls of the lower-layer prefabricated stand columns; mounting cavities are formed in the upper end faces of the upper-layer prefabricated stand columns and the lower end faces of the lower-layer prefabricated stand columns in the vertical direction, dovetail grooves extending in the horizontal direction are formed in the outer side walls, located in the mounting cavities, of the upper-layer prefabricated stand columns and the outer side walls, located in the mounting cavities, of the lower-layer prefabricated stand columns, mounting plates are fixedly connected to the ends of the cross beams, dovetail blocks embedded in the dovetail grooves in a sliding mode are arranged on the side wall of the mounting plates in a protruding mode, and the mounting cavities are provided with limiting mechanisms for limiting the sliding positions of the dovetail blocks. The fabricated building frame hollow column joint structure has the effect of facilitating installation of the beam column joint.
本申请涉及一种装配式建筑框架空心柱节点构造,包括下层预制立柱、插设于下层预制立柱的上部的连接柱体、套设于连接柱体上部的上层预制立柱以及端部安装于上层预制立柱的下部侧壁与下层预制立柱的上部侧壁的横梁,所述上层预制立柱的上端面和下层预制柱的下端面沿竖向开设有安装腔,所述上层预制立柱位于安装腔的外侧壁和下层预制立柱位于安装腔的外侧壁开设有沿水平方向延伸的燕尾槽,所述横梁的端部固定连接有安装板,所述安装板侧壁凸出设置有滑移嵌接于燕尾槽的燕尾块,所述安装腔设置有限制燕尾块的滑移位置的限位机构。本申请具有便于梁柱节点的安装的效果。
Fabricated building frame hollow column joint structure and construction method thereof
The invention relates to a fabricated building frame hollow column joint structure. The fabricated building frame hollow column joint structure comprises lower-layer prefabricated stand columns, connecting column bodies inserted into the upper portions of the lower-layer prefabricated stand columns, upper-layer prefabricated stand columns arranged on the upper portions of the connecting column bodies in a sleeving mode and cross beams with the ends installed on the lower side walls of the upper-layer prefabricated stand columns and the upper side walls of the lower-layer prefabricated stand columns; mounting cavities are formed in the upper end faces of the upper-layer prefabricated stand columns and the lower end faces of the lower-layer prefabricated stand columns in the vertical direction, dovetail grooves extending in the horizontal direction are formed in the outer side walls, located in the mounting cavities, of the upper-layer prefabricated stand columns and the outer side walls, located in the mounting cavities, of the lower-layer prefabricated stand columns, mounting plates are fixedly connected to the ends of the cross beams, dovetail blocks embedded in the dovetail grooves in a sliding mode are arranged on the side wall of the mounting plates in a protruding mode, and the mounting cavities are provided with limiting mechanisms for limiting the sliding positions of the dovetail blocks. The fabricated building frame hollow column joint structure has the effect of facilitating installation of the beam column joint.
本申请涉及一种装配式建筑框架空心柱节点构造,包括下层预制立柱、插设于下层预制立柱的上部的连接柱体、套设于连接柱体上部的上层预制立柱以及端部安装于上层预制立柱的下部侧壁与下层预制立柱的上部侧壁的横梁,所述上层预制立柱的上端面和下层预制柱的下端面沿竖向开设有安装腔,所述上层预制立柱位于安装腔的外侧壁和下层预制立柱位于安装腔的外侧壁开设有沿水平方向延伸的燕尾槽,所述横梁的端部固定连接有安装板,所述安装板侧壁凸出设置有滑移嵌接于燕尾槽的燕尾块,所述安装腔设置有限制燕尾块的滑移位置的限位机构。本申请具有便于梁柱节点的安装的效果。
Fabricated building frame hollow column joint structure and construction method thereof
一种装配式建筑框架空心柱节点构造及其施工方法
CHEN MAOQIAO (author) / DAI BINGREN (author) / CHEN ZHIYONG (author)
2020-11-06
Patent
Electronic Resource
Chinese
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