首页> 外国专利> CONSTRUCTION OF CANTILEVER BEAM-FORM RETAINING WALL AND FORMATION OF VERTICAL SLAB THEREFOR

CONSTRUCTION OF CANTILEVER BEAM-FORM RETAINING WALL AND FORMATION OF VERTICAL SLAB THEREFOR

机译:悬臂梁式挡土墙的建造及其竖板的形成

摘要

PROBLEM TO BE SOLVED: To provide a molding method of a vertical slab in which the vertical slab which can not be easily formed in a cantilever beam-form retaining wall, can be easily produced and also provide a construction method of a retaining wall in which a cantilever beam-form retaining wall body can be easily constructed in the construction site. ;SOLUTION: A form 10 for molding a vertical wall are horizontally assembled and ready-mixed concrete C is filled in the form 10 in the state that counterfolt blocks 6 separately molded are arranged in the form 10. In this way, a vertical slab 3 that the vertical wall 5 is integrally formed with the counterfolt blocks 6 can be formed. The vertical slab 3 with counterfolt blocks is self-supported in the construction site of the retaining wall and the lower part of the vertical slab 3 is surrounded by forms 15 for forming the bottom slab and ready-mixed concrete C is placed in site into the forms 15 to form the frame body 1 of a cantilever beam-form retaining wall. In this way, a cantilever beam-form retaining wall can be costlessly constructed in a short time.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:提供一种垂直板的成型方法,其中可以容易地制造在悬臂梁状的挡土墙中不易形成的垂直板,并且还提供一种其中的挡土墙的施工方法。悬臂梁状挡墙体可以在施工现场轻松建造。 ;解决方案:水平模制垂直墙的模板10并在模板10中填充预拌混凝土C,其状态是分别模制的反衬砌块6布置在模板10中。这样,垂直平板3可以形成垂直壁5与反衬块6一体地形成。带有防渗块的竖直板3被自支撑在挡土墙的施工现场中,并且竖直板3的下部被用于形成底部板的模板15包围,并且将预拌混凝土C现场放置在混凝土中。模制件15形成一个悬臂梁形保持壁的框架主体1。这样,可以在短时间内廉价地建造悬臂梁状挡土墙。;版权所有:(C)1999,日本特许厅

著录项

  • 公开/公告号JPH11229410A

    专利类型

  • 公开/公告日1999-08-24

    原文格式PDF

  • 申请/专利权人 NAKAYAMA KENJI;

    申请/专利号JP19980034433

  • 发明设计人 NAKAYAMA KENJI;

    申请日1998-02-17

  • 分类号E02D29/02;

  • 国家 JP

  • 入库时间 2022-08-22 02:35:41

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