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Suspension tunnel hung on suspension cable
The invention discloses a suspension tunnel hung on a suspension cable, which is characterized in that a suspension tunnel channel comprises a hanging frame, a tunnel pipe joint, a sling device and the suspension cable, the direction of resultant force of buoyancy, self weight and live load borne by the tunnel pipe joint in water in the vertical direction is downward, and the tunnel pipe joint is connected with the hanging frame; the top end of the sling device is installed on the suspension cable, and the bottom is connected with the hanging frame. The invention has the main advantages that the invention provides another novel structure besides the existing three structural forms of a pile foundation, an anchor cable foundation and a buoy, and the existing theoretical system and technical equipment are suitable for the novel structure; the tunnel pipe joint can be designed to be very long, pile foundations, anchor cable foundations and buoys can not be arranged in the middle of the pipe joint, and the method is particularly suitable for deep water.
本发明公开了一种吊挂在悬索上的悬浮隧道,其特征是所述的悬浮隧道通道包括吊挂架、隧道管节、吊索装置和悬索,位于水中的隧道管节在铅直方向所受浮力、自重和活载三力的合力方向向下,隧道管节与吊挂架相连;吊索装置的顶端安装在悬索上,底部与吊挂架相连。本发明的主要优点是:提供了除现有的桩基、锚索基础和浮筒三种结构形式以外的另一种新型结构,现有的理论体系和技术装备对其均适用;隧道管节可以设计得很长,管节中部可以不设桩基、锚索基础和浮筒,尤其适用于深水。
Suspension tunnel hung on suspension cable
The invention discloses a suspension tunnel hung on a suspension cable, which is characterized in that a suspension tunnel channel comprises a hanging frame, a tunnel pipe joint, a sling device and the suspension cable, the direction of resultant force of buoyancy, self weight and live load borne by the tunnel pipe joint in water in the vertical direction is downward, and the tunnel pipe joint is connected with the hanging frame; the top end of the sling device is installed on the suspension cable, and the bottom is connected with the hanging frame. The invention has the main advantages that the invention provides another novel structure besides the existing three structural forms of a pile foundation, an anchor cable foundation and a buoy, and the existing theoretical system and technical equipment are suitable for the novel structure; the tunnel pipe joint can be designed to be very long, pile foundations, anchor cable foundations and buoys can not be arranged in the middle of the pipe joint, and the method is particularly suitable for deep water.
本发明公开了一种吊挂在悬索上的悬浮隧道,其特征是所述的悬浮隧道通道包括吊挂架、隧道管节、吊索装置和悬索,位于水中的隧道管节在铅直方向所受浮力、自重和活载三力的合力方向向下,隧道管节与吊挂架相连;吊索装置的顶端安装在悬索上,底部与吊挂架相连。本发明的主要优点是:提供了除现有的桩基、锚索基础和浮筒三种结构形式以外的另一种新型结构,现有的理论体系和技术装备对其均适用;隧道管节可以设计得很长,管节中部可以不设桩基、锚索基础和浮筒,尤其适用于深水。
Suspension tunnel hung on suspension cable
一种吊挂在悬索上的悬浮隧道
WANG SHUSHENG (Autor:in)
12.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Anchor cable connection damping device for underwater suspension tunnel
Europäisches Patentamt | 2024
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