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A platform for research: civil engineering, architecture and urbanism
Hanging steel structure construction method
The invention discloses a hanging steel structure construction method which comprises the steps that S1, an overhanging platform is fixed to a first steel structure located at the first height, and part of the overhanging platform is overhung on the outer side of the first steel structure in the first direction; and S2, in the first direction, the first steel structure which is not installed is spliced to the tail end of the first steel structure which is fixed to the first height and connected to the second steel structure which is fixed to the front side of the first steel structure which is fixed to the first height. And S3, fixing of the overhanging platform is relieved, the overhanging platform is moved, part of the overhanging platform is overhung on the outer side of the first steel structure, and the overhanging platform is fixed. And S4, repeating the steps S2 and S3 for n times. According to the construction method, splicing construction of the first steel structure at the first height can be achieved only through one operation platform, the construction expenditure of the hanging steel structure is reduced, and the construction time of the hanging steel structure is shortened through a push type construction mode.
本发明公开了一种吊挂钢结构施工方法，吊挂钢结构施工方法包括：S1、将悬挑平台固定在位于第一高度的第一钢结构上，并使部分悬挑平台沿第一方向悬挑于第一钢结构的外侧。S2、沿第一方向，将未安装的第一钢结构拼接于已固定于第一高度的第一钢结构的末端，并连接于已固定在第一高度上的第一钢结构前侧的第二钢结构上。S3、解除悬挑平台的固定，移动悬挑平台，使部分悬挑平台悬挑于第一钢结构的外侧，固定悬挑平台。S4、重复n次S2和S3步骤。本发明仅利用一个操作平台便能实现第一钢结构在第一高度上的拼接施工，减少吊挂钢结构的施工经费，通过推进式的施工模式，缩减了吊挂钢结构的施工时间。
Hanging steel structure construction method
The invention discloses a hanging steel structure construction method which comprises the steps that S1, an overhanging platform is fixed to a first steel structure located at the first height, and part of the overhanging platform is overhung on the outer side of the first steel structure in the first direction; and S2, in the first direction, the first steel structure which is not installed is spliced to the tail end of the first steel structure which is fixed to the first height and connected to the second steel structure which is fixed to the front side of the first steel structure which is fixed to the first height. And S3, fixing of the overhanging platform is relieved, the overhanging platform is moved, part of the overhanging platform is overhung on the outer side of the first steel structure, and the overhanging platform is fixed. And S4, repeating the steps S2 and S3 for n times. According to the construction method, splicing construction of the first steel structure at the first height can be achieved only through one operation platform, the construction expenditure of the hanging steel structure is reduced, and the construction time of the hanging steel structure is shortened through a push type construction mode.
本发明公开了一种吊挂钢结构施工方法，吊挂钢结构施工方法包括：S1、将悬挑平台固定在位于第一高度的第一钢结构上，并使部分悬挑平台沿第一方向悬挑于第一钢结构的外侧。S2、沿第一方向，将未安装的第一钢结构拼接于已固定于第一高度的第一钢结构的末端，并连接于已固定在第一高度上的第一钢结构前侧的第二钢结构上。S3、解除悬挑平台的固定，移动悬挑平台，使部分悬挑平台悬挑于第一钢结构的外侧，固定悬挑平台。S4、重复n次S2和S3步骤。本发明仅利用一个操作平台便能实现第一钢结构在第一高度上的拼接施工，减少吊挂钢结构的施工经费，通过推进式的施工模式，缩减了吊挂钢结构的施工时间。
Hanging steel structure construction method
一种吊挂钢结构施工方法
HE ZHAOFEI (author) / MAO RUI (author) / TANG WEI (author) / REN JINGLEI (author) / GENG YIJIE (author) / PAN JIANHONG (author) / WANG QIN (author) / YAN RUIHUA (author) / JIANG WEI (author) / WANG WENJIE (author)
2023-07-04
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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