首页> 外国专利> SPACE TRUSS WITH PROVISIONAL CONCRETE FORM FOR CIVIL ENGINEERING WORK SUCH AS BRIDGE FLOOR

SPACE TRUSS WITH PROVISIONAL CONCRETE FORM FOR CIVIL ENGINEERING WORK SUCH AS BRIDGE FLOOR

机译:用于桥梁工程的临时混凝土形式的空间桁架结构

摘要

PROBLEM TO BE SOLVED: To simplify the assembling and disassembling works and removal work by omitting the preparation and arrangement of reinforcements of a haunched bridge floor to be carried out in the construction site.;SOLUTION: This space truss is constituted of three-dimensional welding reinforcements 1 formed by combining longitudinal reinforcements 11, transverse reinforcements 12, and web reinforcements 13 and a concrete slab 2 of reinforcements formed to have a specified size by placing concrete in the lower part of the three-dimensional welding reinforcements 1. The space truss has a structure in which the end of the three-dimensional welding reinforcements 1 stick out of the concrete slab 2 and protrusions 21 are formed by thickening the ends of the concrete slab 2.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:为简化组装和拆卸工作以及拆除工作,省去了将在施工现场进行的弯桥地板的增强物的准备和布置。;解决方案:该空间桁架由三维焊接构成通过将纵向加强筋11,横向加强筋12,腹板加强筋13和加强筋的混凝土板2结合而形成的加强筋1,通过在三维焊接加强筋1的下部放置混凝土而形成具有指定尺寸的钢筋。一种结构,其中三维焊接补强件1的端部伸出混凝土板2并通过加厚混凝土板2的端部形成突起21。版权所有:(C)2001,JPO

著录项

  • 公开/公告号JP2001011821A

    专利类型

  • 公开/公告日2001-01-16

    原文格式PDF

  • 申请/专利权人 KONDO KOZAI KK;

    申请/专利号JP19990184643

  • 发明设计人 KICHIMUREI KATSUTO;

    申请日1999-06-30

  • 分类号E01D21/00;E01D19/12;

  • 国家 JP

  • 入库时间 2022-08-22 01:32:06

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