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Bearing platform post-pouring assembly type pier column positioning and mounting structure and construction method
The invention discloses a bearing platform post-pouring assembly type pier column positioning and mounting structure and a construction method. The mounting structure comprises a bearing platform cushion layer and a supporting frame, and the supporting frame is arranged on the bearing platform cushion layer; the limiting channel steel is provided with a limiting opening, and the limiting channel steel is arranged on the pit top ground of the bearing platform foundation pit; the prefabricated pier column is arranged on the supporting frame and the bearing platform, and the bottom of the prefabricated pier column penetrates through the limiting opening of the limiting channel steel; the length of the adjustable inclined support can be adjusted, one end of the adjustable inclined support is connected with the prefabricated pier column through a pre-embedded threaded sleeve on the pier column, and the other end of the adjustable inclined support is connected with the limiting channel steel. The problems of low efficiency, high energy consumption and interference of on-site cross operation of a conventional cast-in-place pier column and the problems of plane position positioning, perpendicularity adjustment, pier column installation elevation control, installation stability and the like of a prefabricated pier column are solved.
本发明公开了一种承台后浇装配式墩柱定位安装结构及施工方法，安装结构包括：承台垫层，支撑架，支撑架设在承台垫层上；限位槽钢，限位槽钢设有限位口，限位槽钢设在承台基坑的坑顶地面上；预制墩柱，预制墩柱设在支撑架和承台上，且预制墩柱底部穿过限位槽钢的限位口；可调斜支撑，可调斜支撑可调节长度，可调斜支撑的一端通过墩柱上的预埋螺纹套筒与预制墩柱连接，可调斜支撑的另一端与限位槽钢连接。本发明解决了常规现浇墩柱的低效、高能耗以及现场交叉作业的干扰问题以及预制墩柱的平面位置定位、垂直度调节、墩柱安装标高控制、安装稳定性等问题。
Bearing platform post-pouring assembly type pier column positioning and mounting structure and construction method
The invention discloses a bearing platform post-pouring assembly type pier column positioning and mounting structure and a construction method. The mounting structure comprises a bearing platform cushion layer and a supporting frame, and the supporting frame is arranged on the bearing platform cushion layer; the limiting channel steel is provided with a limiting opening, and the limiting channel steel is arranged on the pit top ground of the bearing platform foundation pit; the prefabricated pier column is arranged on the supporting frame and the bearing platform, and the bottom of the prefabricated pier column penetrates through the limiting opening of the limiting channel steel; the length of the adjustable inclined support can be adjusted, one end of the adjustable inclined support is connected with the prefabricated pier column through a pre-embedded threaded sleeve on the pier column, and the other end of the adjustable inclined support is connected with the limiting channel steel. The problems of low efficiency, high energy consumption and interference of on-site cross operation of a conventional cast-in-place pier column and the problems of plane position positioning, perpendicularity adjustment, pier column installation elevation control, installation stability and the like of a prefabricated pier column are solved.
本发明公开了一种承台后浇装配式墩柱定位安装结构及施工方法，安装结构包括：承台垫层，支撑架，支撑架设在承台垫层上；限位槽钢，限位槽钢设有限位口，限位槽钢设在承台基坑的坑顶地面上；预制墩柱，预制墩柱设在支撑架和承台上，且预制墩柱底部穿过限位槽钢的限位口；可调斜支撑，可调斜支撑可调节长度，可调斜支撑的一端通过墩柱上的预埋螺纹套筒与预制墩柱连接，可调斜支撑的另一端与限位槽钢连接。本发明解决了常规现浇墩柱的低效、高能耗以及现场交叉作业的干扰问题以及预制墩柱的平面位置定位、垂直度调节、墩柱安装标高控制、安装稳定性等问题。
Bearing platform post-pouring assembly type pier column positioning and mounting structure and construction method
承台后浇装配式墩柱定位安装结构及施工方法
HE DEHUA (author) / YANG QI (author) / SUN HUIFENG (author) / CHEN GULONG (author) / QIU YONGQIN (author) / ZHONG WEI (author) / CHEN JIANNING (author) / YAN LING (author) / HUANG JIADONG (author) / PAN ZONGHUA (author)
2024-01-23
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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