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Prefabricated column and superposed beam construction method of assembly type integral frame structure
The invention belongs to the technical field of assembly type buildings, and particularly relates to an assembly type integral frame structure prefabricated column and superposed beam construction method.The assembly type integral frame structure prefabricated column and superposed beam construction method comprises a foundation face and a prefabricated column body, the prefabricated column body comprises a steel reinforcement framework and a concrete body, and a steel sleeve is fixedly inserted into the end face of the concrete column body; the side wall of the steel sleeve is fixedly connected with a plurality of transverse steel bars, the lower end of the outer side wall of the steel sleeve is fixedly sleeved with an upper steel disc, a lower steel disc is fixedly installed on the end face of the foundation face, the combination position of the outer side wall of the upper steel disc and the outer side wall of the lower steel disc is fixed through welding, and a plurality of foundation steel bars are fixedly inserted into the end face of the foundation face. The connection strength between the bottom of the prefabricated column body and the foundation surface is improved by increasing the stress, the traditional mode of fixing only through concrete is improved by increasing the stress strength, positioning and mounting of the superposed beam can be facilitated, and the connection strength between the superposed beam and the prefabricated column body can also be improved.
本发明属于装配式建筑技术领域,尤其是涉及一种装配式整体框架结构预制柱及叠合梁施工方法,包括基础面和预制柱体,所述预制柱体包括钢筋骨架和混凝土主体,所述混凝土柱体的端面固定插接有钢套,所述钢套的侧壁固定连接有多个横向钢筋,所述钢套的外侧壁下端固定套接有上钢盘,所述基础面的端面固定安装有下钢盘,且上钢盘和下钢盘的外侧壁结合处通过焊接固定,所述基础面的端面固定插接有多个基础钢筋。本发明通过增加受力方式,提高预制柱主体底部与基础面的连接强度,通过增加受力强度,改善传统仅通过混凝土固定的方式,且可以便于叠合梁的定位安装,也可以提高叠合梁与预制柱体之间的连接强度。
Prefabricated column and superposed beam construction method of assembly type integral frame structure
The invention belongs to the technical field of assembly type buildings, and particularly relates to an assembly type integral frame structure prefabricated column and superposed beam construction method.The assembly type integral frame structure prefabricated column and superposed beam construction method comprises a foundation face and a prefabricated column body, the prefabricated column body comprises a steel reinforcement framework and a concrete body, and a steel sleeve is fixedly inserted into the end face of the concrete column body; the side wall of the steel sleeve is fixedly connected with a plurality of transverse steel bars, the lower end of the outer side wall of the steel sleeve is fixedly sleeved with an upper steel disc, a lower steel disc is fixedly installed on the end face of the foundation face, the combination position of the outer side wall of the upper steel disc and the outer side wall of the lower steel disc is fixed through welding, and a plurality of foundation steel bars are fixedly inserted into the end face of the foundation face. The connection strength between the bottom of the prefabricated column body and the foundation surface is improved by increasing the stress, the traditional mode of fixing only through concrete is improved by increasing the stress strength, positioning and mounting of the superposed beam can be facilitated, and the connection strength between the superposed beam and the prefabricated column body can also be improved.
本发明属于装配式建筑技术领域,尤其是涉及一种装配式整体框架结构预制柱及叠合梁施工方法,包括基础面和预制柱体,所述预制柱体包括钢筋骨架和混凝土主体,所述混凝土柱体的端面固定插接有钢套,所述钢套的侧壁固定连接有多个横向钢筋,所述钢套的外侧壁下端固定套接有上钢盘,所述基础面的端面固定安装有下钢盘,且上钢盘和下钢盘的外侧壁结合处通过焊接固定,所述基础面的端面固定插接有多个基础钢筋。本发明通过增加受力方式,提高预制柱主体底部与基础面的连接强度,通过增加受力强度,改善传统仅通过混凝土固定的方式,且可以便于叠合梁的定位安装,也可以提高叠合梁与预制柱体之间的连接强度。
Prefabricated column and superposed beam construction method of assembly type integral frame structure
一种装配式整体框架结构预制柱及叠合梁施工方法
YE MEIJUAN (Autor:in) / REN YAQIANG (Autor:in) / WANG HAIZHEN (Autor:in)
10.11.2023
Patent
Elektronische Ressource
Chinesisch
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