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A platform for research: civil engineering, architecture and urbanism
Installation method of large-span overhead connected structure
The invention discloses an installation method of a large-span overhead conjoined structure, which is used for coping with various large-span overhead conjoined structures with complex construction conditions, and avoids the problems that in the construction process, due to insufficient bearing capacity of a basement top plate, the structural load is transmitted unevenly, the conjoined height is too high, and the supporting measure cost is increased. And the overall construction difficulty is increased due to the traffic condition that the lower structure of the connected body is complicated. According to the construction method, stress conversion construction is convenient, the measure influence is small, the situation that the bearing capacity of the floor is insufficient due to increase of vertical loads is reduced, and the risk that due to the lower complex traffic environment, a special construction technology is adopted, and potential safety hazards are caused is reduced.
本发明公开了一种大跨度架空连体结构的安装方法,用于应对各种施工条件复杂的大跨度架空连体结构，避免施工过程中可能因地下室顶板承载力不足而导致的结构荷载传递不均，连体高度过高导致支撑措施费用增高，还有连体下部结构复杂的交通条件导致整体施工难度增加。本发明施工方法中受力转换施工方便，措施影响较小，降低因竖向荷载的增加而削弱楼面承载能力不足，降低因下部复杂交通环境而采取特殊施工工艺引发安全隐患的风险。
Installation method of large-span overhead connected structure
The invention discloses an installation method of a large-span overhead conjoined structure, which is used for coping with various large-span overhead conjoined structures with complex construction conditions, and avoids the problems that in the construction process, due to insufficient bearing capacity of a basement top plate, the structural load is transmitted unevenly, the conjoined height is too high, and the supporting measure cost is increased. And the overall construction difficulty is increased due to the traffic condition that the lower structure of the connected body is complicated. According to the construction method, stress conversion construction is convenient, the measure influence is small, the situation that the bearing capacity of the floor is insufficient due to increase of vertical loads is reduced, and the risk that due to the lower complex traffic environment, a special construction technology is adopted, and potential safety hazards are caused is reduced.
本发明公开了一种大跨度架空连体结构的安装方法,用于应对各种施工条件复杂的大跨度架空连体结构，避免施工过程中可能因地下室顶板承载力不足而导致的结构荷载传递不均，连体高度过高导致支撑措施费用增高，还有连体下部结构复杂的交通条件导致整体施工难度增加。本发明施工方法中受力转换施工方便，措施影响较小，降低因竖向荷载的增加而削弱楼面承载能力不足，降低因下部复杂交通环境而采取特殊施工工艺引发安全隐患的风险。
Installation method of large-span overhead connected structure
一种大跨度架空连体结构的安装方法
LIU TING (author) / DING JIANLONG (author) / MA JIEFENG (author) / XING ZUNSHENG (author) / LU FUSHENG (author) / LIU SUYU (author) / ZHENG YUANYUAN (author) / WANG MUXING (author) / DU ZEQI (author) / YE CONG (author)
2023-05-16
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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