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VIBRATION-RESISTANT REINFORCING METHOD OF GRAVITY TYPE MOORING PIER

机译:重力式系泊墩的抗振加固方法

摘要

PROBLEM TO BE SOLVED: To change the shape of a mound and increase the stability against sliding-out at an earthquake, by executing boring works piercing the bottom plate and the foundation rubble from the upper part of a mooring pier structure to inserting a casing and injecting pressurized water in it and slackening the ground under the rubble. ;SOLUTION: A casing 7 is penetrated in a mooring pier structure 2 from the upper part thereof to the lower part. The front end 7' of the easing is inserted therein so as to reach the back fill 3 through the stuffed sand 5 of the structure 2, the bottom 6 of the structure, and the foundation rubble 1. Then, pressurized water 8 is injected in the casing 7 to eject it from the front end 7'. Next, the foundation ground 3 under the foundation rubble 1 is slackened, while monitoring it by use of a clinometer or the like in a real time base. By gradually executing the work, the mound itself or the rubble 1 at the position where the structure 2 is mounted is positioned to get a rising inclination toward the water area W. In this way, the frictional resistance of the rubble against the mooring pier is brought out to increase the stability against sliding- out at an earthquake.;COPYRIGHT: (C)1997,JPO
机译:要解决的问题:通过执行从锚泊墩结构上部刺穿底板和基础瓦砾的无聊工作,以插入土墩并改变套管的形状,从而增加土墩的形状并提高抗震稳定性。向其中注入加压水,并使瓦砾下的地面松弛。 ;解决方案:壳体7从系泊码头结构2的上部穿透到下部。将缓和剂的前端7'插入其中,以通过结构2的填充砂5,结构的底部6和基础碎石1到达回填物3。然后,将加压水8注入壳体7将其从前端7'弹出。接下来,松弛地基碎石1下方的地基3,同时通过使用斜度计等实时地对其进行监视。通过逐渐执行该工作,将土墩本身或在安装有建筑物2的位置的瓦砾1定位成朝向水域W上升的倾斜度。这样,瓦砾对锚泊墩的摩擦阻力为带出以提高抗地震滑移的稳定性。;版权所有:(C)1997,日本特许厅

著录项

  • 公开/公告号JPH09203026A

    专利类型

  • 公开/公告日1997-08-05

    原文格式PDF

  • 申请/专利权人 NKK CORP;

    申请/专利号JP19960012191

  • 发明设计人 SEKIGUCHI KOJI;

    申请日1996-01-26

  • 分类号E02B3/06;

  • 国家 JP

  • 入库时间 2022-08-22 03:31:41

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