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Separating type prestress steel column base structure and construction method
The invention discloses a separated prestressed steel column base structure and a construction method, and relates to the technical field of buildings, the separated prestressed steel column base structure comprises an embedded steel column base, a bearing platform, a prestressed anchor bolt and a positioning bolt support; the bearing platform is of a double-layer structure and comprises a top bearing platform and a bottom bearing platform, and the top bearing platform is fixedly connected with the bottom bearing platform; the embedded steel column base is embedded in the middle of the top bearing platform; the positioning bolt bracket is erected at the joint of the top bearing platform and the bottom bearing platform and is close to the bottom of the embedded steel column base; the prestressed anchor bolts are arranged on the periphery of the embedded type steel column base in a surrounding mode, inserted into the bearing platform and penetrate through the connecting position of the top bearing platform and the bottom bearing platform. The steel column base structure has the beneficial effects that the stability and reliability of the steel column base structure are guaranteed, and the manufacturing cost is reduced.
本发明公开了一种分离式预应力钢柱脚结构及施工方法,涉及建筑技术领域,所述分离式预应力钢柱脚结构包括埋入式钢柱脚、承台、预应力锚栓以及定位螺栓支架;所述承台呈双层结构,包括顶部承台和底部承台,所述顶部承台与底部承台固定连接;所述埋入式钢柱脚埋设于顶部承台的中间位置;所述定位螺栓支架搭设于顶部承台与底部承台的连接处,且靠近于埋入式钢柱脚的底部;所述预应力锚栓围设于埋入式钢柱脚的四周,且插设于承台中,并穿过顶部承台与底部承台的连接处。本发明的有益效果:既保证了钢柱脚结构的稳定性和可靠性,又降低了造价。
Separating type prestress steel column base structure and construction method
The invention discloses a separated prestressed steel column base structure and a construction method, and relates to the technical field of buildings, the separated prestressed steel column base structure comprises an embedded steel column base, a bearing platform, a prestressed anchor bolt and a positioning bolt support; the bearing platform is of a double-layer structure and comprises a top bearing platform and a bottom bearing platform, and the top bearing platform is fixedly connected with the bottom bearing platform; the embedded steel column base is embedded in the middle of the top bearing platform; the positioning bolt bracket is erected at the joint of the top bearing platform and the bottom bearing platform and is close to the bottom of the embedded steel column base; the prestressed anchor bolts are arranged on the periphery of the embedded type steel column base in a surrounding mode, inserted into the bearing platform and penetrate through the connecting position of the top bearing platform and the bottom bearing platform. The steel column base structure has the beneficial effects that the stability and reliability of the steel column base structure are guaranteed, and the manufacturing cost is reduced.
本发明公开了一种分离式预应力钢柱脚结构及施工方法,涉及建筑技术领域,所述分离式预应力钢柱脚结构包括埋入式钢柱脚、承台、预应力锚栓以及定位螺栓支架;所述承台呈双层结构,包括顶部承台和底部承台,所述顶部承台与底部承台固定连接;所述埋入式钢柱脚埋设于顶部承台的中间位置;所述定位螺栓支架搭设于顶部承台与底部承台的连接处,且靠近于埋入式钢柱脚的底部;所述预应力锚栓围设于埋入式钢柱脚的四周,且插设于承台中,并穿过顶部承台与底部承台的连接处。本发明的有益效果:既保证了钢柱脚结构的稳定性和可靠性,又降低了造价。
Separating type prestress steel column base structure and construction method
一种分离式预应力钢柱脚结构及施工方法
ZHU XINGXU (Autor:in) / YAO XIAODONG (Autor:in) / PAN SHENG (Autor:in) / ZHU DEQIAO (Autor:in) / PAN MINJUN (Autor:in) / HU XIN (Autor:in) / PENG ZIHAO (Autor:in) / GUO PENG (Autor:in) / OUYANG YUCHENG (Autor:in)
12.07.2024
Patent
Elektronische Ressource
Chinesisch
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