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A platform for research: civil engineering, architecture and urbanism
Special-shaped large-span suspension stiff structure and construction method thereof
The invention relates to the technical field of constructional engineering, and particularly discloses a special-shaped large-span suspension stiff structure. The special-shaped large-span suspensionstiff structure comprises a core tube, a roof truss and a plurality of layers of suspension structures, wherein the roof truss is installed at the top of the core tube, each suspension structure comprises a first horizontal beam, a second horizontal beam, a connector and a hanging rod, one end of each of the first horizontal beams is installed on the core tube, each second horizontal beam is perpendicular to the corresponding first horizontal beam and fixedly connected with the corresponding first horizontal beam, each connector is obliquely inserted into the corresponding first horizontal beam, the two ends of each connector are connected with the corresponding hanging rod, and the upper end of the hanging rod of the uppermost layer of suspension structure is connected with the roof truss; a temporary supporting layer is arranged outside the hanging rod in a sleeved mode, and the two ends of the temporary supporting layer are fixedly connected with the two adjacent connectors respectively. The problem that the stress on the hanging rods of the special-shaped suspension structure is not easy to control is solved.
本发明涉及建筑工程技术领域，具体公开了一种异形大跨悬挂劲性结构，包括核心筒、屋面桁架和若干层悬挂结构，所述屋面桁架安装在核心筒顶部，所述悬挂结构包括第一水平梁、第二水平梁、连接器和吊杆，所述第一水平梁的一端安装在核心筒上，所述第二水平梁与第一水平梁垂直且固定连接，所述连接器倾斜插入到第一水平梁上，连接器的两端均连接有吊杆，其中最上层悬挂结构的吊杆的上端与屋面桁架连接；所述吊杆的外部套设有临时支撑层，临时支撑层的两端分别与相邻的两个连接器固定连接。本发明意在解决异形悬挂结构吊杆受力不易控制的问题。
Special-shaped large-span suspension stiff structure and construction method thereof
The invention relates to the technical field of constructional engineering, and particularly discloses a special-shaped large-span suspension stiff structure. The special-shaped large-span suspensionstiff structure comprises a core tube, a roof truss and a plurality of layers of suspension structures, wherein the roof truss is installed at the top of the core tube, each suspension structure comprises a first horizontal beam, a second horizontal beam, a connector and a hanging rod, one end of each of the first horizontal beams is installed on the core tube, each second horizontal beam is perpendicular to the corresponding first horizontal beam and fixedly connected with the corresponding first horizontal beam, each connector is obliquely inserted into the corresponding first horizontal beam, the two ends of each connector are connected with the corresponding hanging rod, and the upper end of the hanging rod of the uppermost layer of suspension structure is connected with the roof truss; a temporary supporting layer is arranged outside the hanging rod in a sleeved mode, and the two ends of the temporary supporting layer are fixedly connected with the two adjacent connectors respectively. The problem that the stress on the hanging rods of the special-shaped suspension structure is not easy to control is solved.
本发明涉及建筑工程技术领域，具体公开了一种异形大跨悬挂劲性结构，包括核心筒、屋面桁架和若干层悬挂结构，所述屋面桁架安装在核心筒顶部，所述悬挂结构包括第一水平梁、第二水平梁、连接器和吊杆，所述第一水平梁的一端安装在核心筒上，所述第二水平梁与第一水平梁垂直且固定连接，所述连接器倾斜插入到第一水平梁上，连接器的两端均连接有吊杆，其中最上层悬挂结构的吊杆的上端与屋面桁架连接；所述吊杆的外部套设有临时支撑层，临时支撑层的两端分别与相邻的两个连接器固定连接。本发明意在解决异形悬挂结构吊杆受力不易控制的问题。
Special-shaped large-span suspension stiff structure and construction method thereof
一种异形大跨悬挂劲性结构及其施工方法
WANG XIAOLIN (author) / ZHANG MING (author) / ZHOU XIAOLI (author) / MA XIAOHUI (author) / ZHAO YUCHAO (author) / ZHANG YINGNAN (author) / CHEN RUI (author) / ZHOU HONGBING (author)
2020-08-07
Patent
Electronic Resource
Chinese
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