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CABLE STRUCTURE OF SUSPENSION BRIDGE AND CONSTRUCTION METHOD OF THE BRIDGE

机译:悬索桥的电缆结构及桥梁的建造方法

摘要

PURPOSE: To increase the structural capacity and efficiency of the whole suspension bridge, and increase the deflection rigidity and the tortion rigidity of the main cable, and improve the stability against wind, when improving the deformation of the main cable in the suspension bridge and as a result, lengthen spans and cope with the requirement to lighten the whole weight. ;CONSTITUTION: Attention is turned to that reversely compensating rigid cable 20 having a smaller diameter than the main cable 5 is hung below the main cable 5. The reversely compensating rigid cable 20 suspended from the main cable 5 by reverse hanger ropes 22 is shaped to vertically describe a parabola protruded upward, within the plane in the axial direction of bridge formed by the main cable 5 and the hanger ropes. A pair of parabolas are symmetrically provided against the span center of a pair of main towers 3.;COPYRIGHT: (C)1996,JPO
机译:目的:在改善主桥在悬索桥中的变形时,增加主桥的结构能力和效率,增加主缆的挠曲刚度和抗扭刚度,并提高抗风稳定性。结果,延长了跨度并满足了减轻整体重量的要求。 ;组成:应注意,直径小于主电缆5的反向补偿刚性电缆20悬挂在主电缆5的下方。通过反向吊索22从主电缆5悬挂的反向补偿刚性电缆20的形状设计为在垂直方向上描述了在由主缆线5和吊索形成的桥的轴向内的平面内向上突出的抛物线。一对抛物线对称地设置在一对主塔3的跨度中心上。;版权所有:(C)1996,JPO

著录项

  • 公开/公告号JPH0860617A

    专利类型

  • 公开/公告日1996-03-05

    原文格式PDF

  • 申请/专利权人 SUMITOMO HEAVY IND LTD;

    申请/专利号JP19940219620

  • 发明设计人 NEMOTO KOICHI;

    申请日1994-08-23

  • 分类号E01D11/00;

  • 国家 JP

  • 入库时间 2022-08-22 03:55:47

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