首页> 外国专利> METHOD FOR FORMING END OF BACKFILL SOIL, CONSTRUCTION METHOD FOR BACKFILL SOIL, ANGLE-OF-REPOSE COMPUTING SYSTEM FOR BACKFILL SOIL, ANGLE-OF-REPOSE COMPUTING METHOD FOR BACKFILL SOIL, FORM SUPPORTING DEVICE, AND BACKFILL SOIL

METHOD FOR FORMING END OF BACKFILL SOIL, CONSTRUCTION METHOD FOR BACKFILL SOIL, ANGLE-OF-REPOSE COMPUTING SYSTEM FOR BACKFILL SOIL, ANGLE-OF-REPOSE COMPUTING METHOD FOR BACKFILL SOIL, FORM SUPPORTING DEVICE, AND BACKFILL SOIL

机译:回填土的端部形成方法,回填土的构建方法,回填土的转角计算系统,回填土的转角计算方法,支撑结构的装置以及回填土

摘要

PROBLEM TO BE SOLVED: To provide a method for forming an end of backfill soil, which enables the backfill soil to maintain stability even when a form is removed after a lapse of a desired curing period.;SOLUTION: A form supporting carriage 10 comprises a carriage, an arc-shaped form along a lining body 5, and an inclination device for inclining the form. When backfill soil 4 is backfilled, firstly, a form installation step for installing the form is performed. In this step, the form is inclined at a predetermined angle of repose. Subsequently, a laying step of backflling new backfill soil 4 between the form and the existing backfill soil 4 is performed. Finally, a removal step of removing the form is performed a predetermined number of curing days after the backfill soil 4 is laid in the laying step.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:提供一种形成回填土的端部的方法,该方法即使在经过期望的固化时间后移走模板,也能够使回填土保持稳定性。解决方案:模板支撑托架10包括一个托架,沿着衬里主体5的弧形模板以及用于使模板倾斜的倾斜装置。当回填土壤4被回填时,首先,执行用于安装模板的模板安装步骤。在该步骤中,模板以预定的休止角倾斜。随后,执行在模板和现有回填土4之间回填新回填土4的铺设步骤。最后,在铺设步骤中,将回填土4铺设后,在预定的固化天数后执行去除模板的去除步骤。版权所有:(C)2012,JPO&INPIT

著录项

  • 公开/公告号JP2012082635A

    专利类型

  • 公开/公告日2012-04-26

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP20100230797

  • 发明设计人 KIMURA TSUTOMU;UEDA JUN;

    申请日2010-10-13

  • 分类号E21D11;E21D9/12;

  • 国家 JP

  • 入库时间 2022-08-21 17:41:15

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号