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Large-span steel-concrete combined arch ring structure suitable for rapid construction
The invention relates to a large-span steel-concrete combined arch ring structure suitable for rapid construction, which comprises two arch ribs, the two arch ribs are horizontally distributed at an interval, and a parallel connection cross brace is detachably arranged between the two arch ribs and is used for connecting the two arch ribs; a cast-in-place concrete top plate is arranged at the top ends of the arch ribs, and a cast-in-place concrete bottom plate is arranged at the bottom ends of the arch ribs. According to the large-span steel-concrete combined arch ring structure suitable for rapid construction, through cooperative use of the two arch ribs, the horizontally-connected cross brace arranged between the two arch ribs, the cast-in-place concrete top plate and the cast-in-place concrete bottom plate, when the large-span steel-concrete combined arch ring structure needs to be transported, the large-span steel-concrete combined arch ring structure can be disassembled into five parts firstly, and at the moment, the five parts after being disassembled can be transported independently; the operation method gets rid of a traditional transportation mode, and technicians in the field can conveniently transport the arch ring structure.
本发明涉及一种适合快速化建造的大跨度钢混组合拱圈结构,包括两个拱肋,且两个拱肋水平间隔分布,两个拱肋之间以可拆卸的方式设置有平联横撑,且该平联横撑用于对两个拱肋进行连接;所述拱肋的顶端设置有现浇混凝土顶板,所述拱肋的底端设置有现浇混凝土底板。该适合快速化建造的大跨度钢混组合拱圈结构,通过两个拱肋、设置于两个拱肋之间的平联横撑、现浇混凝土顶板和现浇混凝土底板的配合使用,当需对本装置进行运输时,可先将本装置拆散为五部分,此时可对拆散后的五部进行单独运输,此操作方法摆脱了传统的运输方式,可便于本领域技术人员对拱圈结构进行运输。
Large-span steel-concrete combined arch ring structure suitable for rapid construction
The invention relates to a large-span steel-concrete combined arch ring structure suitable for rapid construction, which comprises two arch ribs, the two arch ribs are horizontally distributed at an interval, and a parallel connection cross brace is detachably arranged between the two arch ribs and is used for connecting the two arch ribs; a cast-in-place concrete top plate is arranged at the top ends of the arch ribs, and a cast-in-place concrete bottom plate is arranged at the bottom ends of the arch ribs. According to the large-span steel-concrete combined arch ring structure suitable for rapid construction, through cooperative use of the two arch ribs, the horizontally-connected cross brace arranged between the two arch ribs, the cast-in-place concrete top plate and the cast-in-place concrete bottom plate, when the large-span steel-concrete combined arch ring structure needs to be transported, the large-span steel-concrete combined arch ring structure can be disassembled into five parts firstly, and at the moment, the five parts after being disassembled can be transported independently; the operation method gets rid of a traditional transportation mode, and technicians in the field can conveniently transport the arch ring structure.
本发明涉及一种适合快速化建造的大跨度钢混组合拱圈结构,包括两个拱肋,且两个拱肋水平间隔分布,两个拱肋之间以可拆卸的方式设置有平联横撑,且该平联横撑用于对两个拱肋进行连接;所述拱肋的顶端设置有现浇混凝土顶板,所述拱肋的底端设置有现浇混凝土底板。该适合快速化建造的大跨度钢混组合拱圈结构,通过两个拱肋、设置于两个拱肋之间的平联横撑、现浇混凝土顶板和现浇混凝土底板的配合使用,当需对本装置进行运输时,可先将本装置拆散为五部分,此时可对拆散后的五部进行单独运输,此操作方法摆脱了传统的运输方式,可便于本领域技术人员对拱圈结构进行运输。
Large-span steel-concrete combined arch ring structure suitable for rapid construction
一种适合快速化建造的大跨度钢混组合拱圈结构
CHEN FENGMIN (author) / ZHONG YUN (author) / XIE XIAOHUA (author) / LIU XIAOHUI (author) / PENG HONGLIN (author) / XIONG YANG (author)
2022-08-19
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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