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Underwater debris fundamental slope averaging construction method and that weight

机译:水下碎石基本边坡平均施工方法及重量

摘要

Abstract Topic Averaging the excess weld metal slope of the underwater debris foundation is planned,It is according to slope gradient furthermore it does mechanically efficiently simply, it is denseWith. Solutions The for underwater debris fundamental slope averaging which depends on this inventionAs for the weight, metal tubing 9 and this metal tubing 9 putting in place necessary interval, enclosureWhen the cover 10 you establish lock in the surface of sabot 11 thatThose metal tubing inside 9 and cover 10 weight of sand and iron sand etcRestoration thing Wb, the weight head A which becomes, the hollow casingAdhering on the bottom of B, to be something which becomes, weight head A,This is hung, through hollow casing B, hanging to wire DWhen lowering, inclined angle of that sabot 11 the underwater debris foundationWay it agrees to the gradient of the slope Ca which C is planned beforehand, formationIt has done.
机译:<摘要> <主题>计划对水下碎石基础的多余焊接金属坡度进行平均,并且根据坡度坡度还可以简单有效地进行机械加工,使其密实度高。解决方案取决于本发明的水下碎片基本斜率平均法关于重量,金属管9和该金属管9放置在必要的间隔内,封闭当盖10在木桶11的表面中建立锁定时,那些金属管9和盖上10克重的沙子和铁砂等重物Wb,成为重物头A,中空外壳粘附在B的底部,成为重物头A,这是通过中空外壳B悬挂的,悬挂在电线上D在降低该水底11的倾斜角时,水下碎屑基础与C预先计划的坡度Ca的坡度一致,形成了。

著录项

  • 公开/公告号JP2958696B1

    专利类型

  • 公开/公告日1999-10-06

    原文格式PDF

  • 申请/专利权人 SAITO KYOSHI;

    申请/专利号JP19980271825

  • 发明设计人 SAITO KYOSHI;

    申请日1998-09-25

  • 分类号E02D15/10;

  • 国家 JP

  • 入库时间 2022-08-22 02:30:43

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