检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:黄文龙 徐叶明 高毅 张姚 HUANG Wenlong;XU Yeming;GAO Yi;ZHANG Yao
出 处:《城市道桥与防洪》2024年第5期76-80,M0009,共6页Urban Roads Bridges & Flood Control
摘 要:红星坪悬索桥桥梁总长232 m,主桥为双塔单跨悬索桥,主跨为222 m,垂跨比1/10.2;桥面宽度6 m,净宽4.8 m。索塔采用钢筋混凝土塔柱;主缆及抗风缆锚碇采用重力锚;加劲梁采用分离式钢箱梁,上、下游设置抗风缆。通过详细阐述人行悬索桥的总体设计要点,结构设计关键节点,为后续类似项目提供指导。The total length of Hongxingping Suspension Bridge is 232 m.The main bridge is a double-pylon single-span suspension bridge.Its main span is 222 m.The vertical span ratio is 1/10.2.The bridge deck width is 6 m and the clear width is 4.8 m.The reinforced concrete pylon columns are adopted for the cable pylon.The gravity anchors are used as the anchorage of the main cable and wind resistant cable.The stiffening beam is a separated steel box beam.The wind resistant cables are installed upstream and downstream.The key points of the overall design of the pedestrian suspension bridge and the key nodes of the structural design are described in detail,which provides the guidance for similar projects in the future.
分 类 号:U448.25[建筑科学—桥梁与隧道工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.49