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Bridge pier with seismic performance gradient

机译:桥梁码头与地震性能梯度

摘要

Problem to be solved: to provide a pier column having a seismic performance gradient and its construction method.The bridge column column having the seismic performance gradient includes a concrete bridge pier, a reinforcement 1 disposed in a bridge leg column, and a gradient reinforcing member 2 arranged in a stepwise manner.The gradient reinforcement is a fiber or shape memory alloy.The cross section of the gradient reinforcements varies continuously or stepwise to form a seismic performance gradient within the pier column.During construction, determining the magnitude and the way of implementation of the bridge pier column's performance gradient in accordance with the seismic stress state of the piers column, the other cross section of the performance gradient zone does not exceed its critical curvature before the top section of the bridge pier's performance gradient zone reaches the critical curvature.In addition, it is possible to realize that the performance gradient zone of the bridge pier is simultaneously reached in the plastic state under the action of the earthquake, and the plastic deformation zone of the pier column becomes large, and the deformation performance and the energy consumption capacity are drastically improved, and the resistance peak acceleration can be drastically increased.Diagram
机译:要解决的问题:提供具有地震性能梯度及其施工方法的墩柱。具有地震性能梯度的桥柱柱包括混凝土桥墩,沿桥腿柱设置的加强件1,以及以逐步的方式布置的梯度加强构件2。梯度加强件是纤维或形状记忆合金。交叉梯度增强件的剖面连续或逐步变化,以在墩柱内形成地震性能梯度。根据Piers列的地震应力状态,确定桥墩柱的性能梯度的幅度和实现的幅度和方式。在桥接码头的性能梯度区域的顶部达到临界曲率之前,性能梯度区的其他横截面不会超过其临界曲率。此外,可以意识到桥接码头的性能梯度区同时在地震的作用下达到塑料状态,塑料德墩柱的形成区变大,变形性能和能量消耗容量急剧提高,电阻峰值加速度可以急剧增加..diagram

著录项

  • 公开/公告号JP2021050596A

    专利类型

  • 公开/公告日2021-04-01

    原文格式PDF

  • 申请/专利权人 ▲広▼州大学;

    申请/专利号JP20200138743

  • 发明设计人 ▲デン▼ 江東;劉 愛栄;

    申请日2020-08-19

  • 分类号E01D19/02;

  • 国家 JP

  • 入库时间 2022-08-24 18:02:53

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