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Cover beam construction system and method
The invention belongs to the field of bridge engineering, and particularly relates to a capping beam construction system and method.The system comprises a pier column formwork used for constructing a pier column, a construction platform is arranged on the outer side of the pier column formwork, the pier column formwork comprises a movable formwork and a top formwork, and the movable formwork and the top formwork are both detachably connected with the pier column formwork; the movable formwork is located on the peripheral side of the pier column formwork and located above the construction platform, and the top formwork is located on the top of the pier column. Each bearing part comprises a bearing rod, one end of each bearing rod is arranged in the corresponding pier column in a penetrating mode, the other end of each bearing rod extends out of the corresponding movable formwork, the cover beam formworks are connected with the top formwork, a supporting frame is arranged above the bearing rods, and the supporting frames are located at the bottoms of the cover beam formworks. According to the method, the problems of long time consumption, low construction efficiency and high safety risk when a bent cap supporting frame and a template are mounted through a tower crane in an existing bent cap construction technology can be solved.
本发明属于桥梁工程领域,尤其涉及一种盖梁施工系统及方法,系统包括用于施工墩柱的墩柱模板,墩柱模板外侧设有施工平台,墩柱模板上包括活动模板和顶部模板,所述活动模板和顶部模板均与墩柱模板可拆卸连接,活动模板位于墩柱模板周侧并位于施工平台上方,顶部模板位于墩柱顶部;还包括至少两个承重件和盖梁模板,承重件包括承重杆,所述承重杆一端穿设在墩柱内,另一端从活动模板处伸出,盖梁模板与顶部模板连接,承重杆上方设有支撑架,支撑架位于盖梁模板底部。本发明能够解决现有的盖梁施工技术通过塔吊进行盖梁支撑架安装和模板安装时存在的耗时长、施工效率慢和安全风险高的问题。
Cover beam construction system and method
The invention belongs to the field of bridge engineering, and particularly relates to a capping beam construction system and method.The system comprises a pier column formwork used for constructing a pier column, a construction platform is arranged on the outer side of the pier column formwork, the pier column formwork comprises a movable formwork and a top formwork, and the movable formwork and the top formwork are both detachably connected with the pier column formwork; the movable formwork is located on the peripheral side of the pier column formwork and located above the construction platform, and the top formwork is located on the top of the pier column. Each bearing part comprises a bearing rod, one end of each bearing rod is arranged in the corresponding pier column in a penetrating mode, the other end of each bearing rod extends out of the corresponding movable formwork, the cover beam formworks are connected with the top formwork, a supporting frame is arranged above the bearing rods, and the supporting frames are located at the bottoms of the cover beam formworks. According to the method, the problems of long time consumption, low construction efficiency and high safety risk when a bent cap supporting frame and a template are mounted through a tower crane in an existing bent cap construction technology can be solved.
本发明属于桥梁工程领域,尤其涉及一种盖梁施工系统及方法,系统包括用于施工墩柱的墩柱模板,墩柱模板外侧设有施工平台,墩柱模板上包括活动模板和顶部模板,所述活动模板和顶部模板均与墩柱模板可拆卸连接,活动模板位于墩柱模板周侧并位于施工平台上方,顶部模板位于墩柱顶部;还包括至少两个承重件和盖梁模板,承重件包括承重杆,所述承重杆一端穿设在墩柱内,另一端从活动模板处伸出,盖梁模板与顶部模板连接,承重杆上方设有支撑架,支撑架位于盖梁模板底部。本发明能够解决现有的盖梁施工技术通过塔吊进行盖梁支撑架安装和模板安装时存在的耗时长、施工效率慢和安全风险高的问题。
Cover beam construction system and method
一种盖梁施工系统及方法
ZHANG PENG (author) / ZHANG SHUAIKE (author) / WANG YOUYI (author) / CHAI SHAOQIANG (author) / JIN CHUAN (author) / WANG XUE (author) / KONG DEGAO (author) / LIU XIAOQIANG (author) / YAN DONGJIE (author) / TANG WEI (author)
2022-11-08
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
Movable cover beam support structure and cover beam construction system
European Patent Office | 2022
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