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Replaceable fabricated anti-seismic pier straining beam and construction method thereof
The invention discloses a replaceable assembly type anti-seismic pier straining beam and a construction method thereof, and the replaceable assembly type anti-seismic pier straining beam comprises a prefabricated pier column; the prefabricated straining beams are arranged between the adjacent prefabricated pier columns, and straining beam connecting pieces are arranged at the two ends of each prefabricated straining beam; the prefabricated joint lantern ring is arranged on the periphery of the prefabricated pier column, and a joint lantern ring connecting piece is arranged on one side of the prefabricated joint lantern ring and used for being connected with the prefabricated straining beam; and the post-cast strip is arranged at the joint of the prefabricated joint lantern ring and the prefabricated straining beam. The construction method comprises the steps that the prefabricated pier columns, the prefabricated straining beams and the prefabricated joint lantern rings are manufactured in advance, then the prefabricated pier columns, the prefabricated joint lantern rings and the prefabricated straining beams are sequentially installed, and the post-cast strip is poured. The method has an important application value for rapid recovery and green development of public transportation after an earthquake.
本发明公开了一种可更换装配式抗震桥墩系梁及其施工方法,一种可更换装配式抗震桥墩系梁,包括:预制墩柱;预制系梁,其设置在相邻的所述预制墩柱之间,两端设置有系梁连接件;预制节点套环,其设置在预制墩柱外周,一侧设置有节点套环连接件,用于与所述预制系梁连接;后浇带,设置于所述预制节点套环与所述预制系梁连接处。施工方法包括:预先制作预制墩柱、预制系梁和预制节点套环,再依次安装预制墩柱、预制节点套环、预制系梁,浇注后浇带。本发明对公共交通震后快速恢复和绿色发展具有重要的应用价值。
Replaceable fabricated anti-seismic pier straining beam and construction method thereof
The invention discloses a replaceable assembly type anti-seismic pier straining beam and a construction method thereof, and the replaceable assembly type anti-seismic pier straining beam comprises a prefabricated pier column; the prefabricated straining beams are arranged between the adjacent prefabricated pier columns, and straining beam connecting pieces are arranged at the two ends of each prefabricated straining beam; the prefabricated joint lantern ring is arranged on the periphery of the prefabricated pier column, and a joint lantern ring connecting piece is arranged on one side of the prefabricated joint lantern ring and used for being connected with the prefabricated straining beam; and the post-cast strip is arranged at the joint of the prefabricated joint lantern ring and the prefabricated straining beam. The construction method comprises the steps that the prefabricated pier columns, the prefabricated straining beams and the prefabricated joint lantern rings are manufactured in advance, then the prefabricated pier columns, the prefabricated joint lantern rings and the prefabricated straining beams are sequentially installed, and the post-cast strip is poured. The method has an important application value for rapid recovery and green development of public transportation after an earthquake.
本发明公开了一种可更换装配式抗震桥墩系梁及其施工方法,一种可更换装配式抗震桥墩系梁,包括:预制墩柱;预制系梁,其设置在相邻的所述预制墩柱之间,两端设置有系梁连接件;预制节点套环,其设置在预制墩柱外周,一侧设置有节点套环连接件,用于与所述预制系梁连接;后浇带,设置于所述预制节点套环与所述预制系梁连接处。施工方法包括:预先制作预制墩柱、预制系梁和预制节点套环,再依次安装预制墩柱、预制节点套环、预制系梁,浇注后浇带。本发明对公共交通震后快速恢复和绿色发展具有重要的应用价值。
Replaceable fabricated anti-seismic pier straining beam and construction method thereof
一种可更换装配式抗震桥墩系梁及其施工方法
SONG JIANPING (author) / CHEN XIAOHUANG (author) / ZHANG HONGRI (author) / QIN YANG (author) / QIU BO (author) / SHI ZHI (author) / ZHANG JUNHUI (author) / WU GUOQIANG (author) / LI BAOJUN (author) / LIU XUELEI (author)
2022-04-12
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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