首页> 外国专利> STRUCTURE FOR ATTACHING GROUND ANCHOR IN ANCHOR TYPE EARTH-RETAINING CONSTRUCTION METHOD

STRUCTURE FOR ATTACHING GROUND ANCHOR IN ANCHOR TYPE EARTH-RETAINING CONSTRUCTION METHOD

机译:锚固型土方施工方法中固定地锚的结构

摘要

PROBLEM TO BE SOLVED: To provide a structure for fixing a ground anchor for use in an anchor type earth-retaining construction method enabling reductions in costs and period of construction work.;SOLUTION: A wale 20 is horizontally provided on the outer surface of an earth-retaining wall 10 and a portion 13b of the pressure-receiving surfaces 13a and 13b of a ground anchor pedestal 12 for receiving earth pressure acting on the earth-retaining wall 10 is supported by the wale 20. The remainder 13a of the pressure-receiving surfaces 13a and 13b is supported by the earth-retaining wall 10, either directly or via an adjustment plate 19, and the end 11a of the ground anchor 11 is forced to penetrate the ground anchor pedestal 12 from the portion of the pedestal supported by the earth-retaining wall 10 directly or via the adjustment plate 19 to an end opposite to the pressure-receiving surfaces 13a and 13b. The end 11a of the ground anchor 11 is locked to the end 13c of the pedestal 12 opposite to the pressure-receiving surfaces 13a and 13b.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:提供一种用于固定地锚的结构,该地锚用于锚式土土保持施工方法,从而能够减少施工成本和工期。解决方案:解决方案:将纵梁20水平地设置在锚杆的外表面上。挡土墙20支撑着挡土墙10和地面锚固支座12的承压表面13a和13b的一部分13b,用于承受作用在挡土墙10上的土压力。接收表面13a和13b直接或通过调节板19由挡土墙10支撑,并且地锚11的端部11a被迫从由其支撑的基座部分穿透地锚基座12。挡土墙10直接或通过调节板19到达与承压面13a和13b相对的一端。地锚11的一端11a锁定在基座12的与承压面13a和13b相对的一端13c。版权所有:(C)2001,JPO

著录项

  • 公开/公告号JP2001220740A

    专利类型

  • 公开/公告日2001-08-17

    原文格式PDF

  • 申请/专利权人 MAEDA CORP;

    申请/专利号JP20000030833

  • 发明设计人 HOSOKAWA HIROSHI;

    申请日2000-02-08

  • 分类号E02D5/76;

  • 国家 JP

  • 入库时间 2022-08-22 01:32:25

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