A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Ultrahigh large-span air corridor structure and construction method thereof
The invention discloses an ultrahigh large-span air corridor structure and a construction method thereof. The structure comprises a corridor body, and the two opposite ends of the corridor body are connected to the tops of two oppositely-arranged super high-rise buildings correspondingly; the butterfly-shaped bearing frame comprises two arch supports, the inner arc faces of the arch supports are arranged downwards, and the arc tops of the two arch supports are arranged in a crossed mode. The bearing platform is mounted at the intersection of the arc tops of the two arch supports, and the bearing platform is supported on the corridor body through a sliding support; the two opposite sides of the bearing platform are connected to the two opposite sides of the corridor body through the multiple anti-falling inhaul cables correspondingly. The problem that large potential safety hazards exist due to the fact that an existing supporting structure mode is adopted for the large-span ultrahigh aerial corridor is solved.
本发明公开了一种超高大跨度空中连廊结构及其施工方法，该结构包括：连廊本体，所述连廊本体的相对两端分别连接于相对设置的两幢超高层建筑的顶部；蝶形支承架，包括两根拱支撑，所述拱支撑的内弧面朝下设置，两根所述拱支撑的弧顶交叉设置；承台，安装于两所述拱支撑的弧顶的交叉处，所述承台通过滑动支座支撑于所述连廊本体；多根防坠拉索，所述承台的相对两侧分别通过多根所述防坠拉索连接于所述连廊本体的相对两侧。本发明解决了对于大跨度超高空中连廊采用现有的支撑结构形式存在较大的安全隐患的问题。
Ultrahigh large-span air corridor structure and construction method thereof
The invention discloses an ultrahigh large-span air corridor structure and a construction method thereof. The structure comprises a corridor body, and the two opposite ends of the corridor body are connected to the tops of two oppositely-arranged super high-rise buildings correspondingly; the butterfly-shaped bearing frame comprises two arch supports, the inner arc faces of the arch supports are arranged downwards, and the arc tops of the two arch supports are arranged in a crossed mode. The bearing platform is mounted at the intersection of the arc tops of the two arch supports, and the bearing platform is supported on the corridor body through a sliding support; the two opposite sides of the bearing platform are connected to the two opposite sides of the corridor body through the multiple anti-falling inhaul cables correspondingly. The problem that large potential safety hazards exist due to the fact that an existing supporting structure mode is adopted for the large-span ultrahigh aerial corridor is solved.
本发明公开了一种超高大跨度空中连廊结构及其施工方法，该结构包括：连廊本体，所述连廊本体的相对两端分别连接于相对设置的两幢超高层建筑的顶部；蝶形支承架，包括两根拱支撑，所述拱支撑的内弧面朝下设置，两根所述拱支撑的弧顶交叉设置；承台，安装于两所述拱支撑的弧顶的交叉处，所述承台通过滑动支座支撑于所述连廊本体；多根防坠拉索，所述承台的相对两侧分别通过多根所述防坠拉索连接于所述连廊本体的相对两侧。本发明解决了对于大跨度超高空中连廊采用现有的支撑结构形式存在较大的安全隐患的问题。
Ultrahigh large-span air corridor structure and construction method thereof
超高大跨度空中连廊结构及其施工方法
DONG TAO (author) / HE BIN (author) / TIAN LONGJIE (author) / ZHANG WENBIN (author) / WANG SHUO (author) / MA HAIYANG (author) / ZHANG ZHEYUAN (author) / HE JUNHAO (author)
2022-12-20
Patent
Electronic Resource
Chinese
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