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Combined temporary rib plate structure of steel truss girder
The invention discloses a steel truss girder combined type temporary rib plate structure which comprises a structural side wall, an upper structural plate and a lower structural plate are arranged at the upper end and the lower end of the structural side wall respectively, a steel plate is arranged on the inner wall of the structural side wall, and a plurality of I-shaped steel is arranged at the end, away from the structural side wall, of the steel plate. An upper post-pouring buttress beam and a lower post-pouring buttress beam are arranged on the upper side and the lower side of the end, away from the structural side wall, of the steel truss beam correspondingly, and the steel truss beam is connected with the upper structural plate and the lower structural plate through the upper post-pouring buttress beam and the lower post-pouring buttress beam correspondingly. A traditional cast-in-place reinforced concrete temporary rib plate structure is replaced, by being matched with a post-cast buttress beam, the structure is convenient to install and dismantle, small in construction difficulty, short in construction period, economical and environmentally friendly, an existing main body structure is prevented from being damaged in the dismantling process, and the construction requirement is met.
本发明公开了一种钢桁架梁组合式临时肋板结构，包括结构侧墙，结构侧墙上下两端分别设置上部结构板和下部结构板，结构侧墙内壁上设置钢板，钢板远离结构侧墙一端设置若干工字钢，工字钢远离钢板一端设置钢桁架梁，钢桁架梁远离结构侧墙一端上下两侧分别设置上后浇支墩梁和下后浇支墩梁,钢桁架梁分别通过上后浇支墩梁和下后浇支墩梁与上部结构板和下部结构板连接，本发明结构设计合理，采用钢桁架梁、工字钢和钢板为可重复利用构件，代替传统现浇钢筋砼临时肋板结构，通过配合后浇支墩梁，使其便于安装、拆除，施工难度小，工期较短，且经济环保，拆除过程将避免损伤既有主体结构，满足施工需求。
Combined temporary rib plate structure of steel truss girder
The invention discloses a steel truss girder combined type temporary rib plate structure which comprises a structural side wall, an upper structural plate and a lower structural plate are arranged at the upper end and the lower end of the structural side wall respectively, a steel plate is arranged on the inner wall of the structural side wall, and a plurality of I-shaped steel is arranged at the end, away from the structural side wall, of the steel plate. An upper post-pouring buttress beam and a lower post-pouring buttress beam are arranged on the upper side and the lower side of the end, away from the structural side wall, of the steel truss beam correspondingly, and the steel truss beam is connected with the upper structural plate and the lower structural plate through the upper post-pouring buttress beam and the lower post-pouring buttress beam correspondingly. A traditional cast-in-place reinforced concrete temporary rib plate structure is replaced, by being matched with a post-cast buttress beam, the structure is convenient to install and dismantle, small in construction difficulty, short in construction period, economical and environmentally friendly, an existing main body structure is prevented from being damaged in the dismantling process, and the construction requirement is met.
本发明公开了一种钢桁架梁组合式临时肋板结构，包括结构侧墙，结构侧墙上下两端分别设置上部结构板和下部结构板，结构侧墙内壁上设置钢板，钢板远离结构侧墙一端设置若干工字钢，工字钢远离钢板一端设置钢桁架梁，钢桁架梁远离结构侧墙一端上下两侧分别设置上后浇支墩梁和下后浇支墩梁,钢桁架梁分别通过上后浇支墩梁和下后浇支墩梁与上部结构板和下部结构板连接，本发明结构设计合理，采用钢桁架梁、工字钢和钢板为可重复利用构件，代替传统现浇钢筋砼临时肋板结构，通过配合后浇支墩梁，使其便于安装、拆除，施工难度小，工期较短，且经济环保，拆除过程将避免损伤既有主体结构，满足施工需求。
Combined temporary rib plate structure of steel truss girder
一种钢桁架梁组合式临时肋板结构
WU YONG (author) / PENG LANG (author) / WANG KAI (author) / KE XIAOHUA (author) / ZHANG TAO (author) / CHEN YIMING (author) / XU TAO (author) / HE YANG (author) / HUANG YULIN (author)
2023-05-30
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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