首页> 外国专利> LIGHTWEIGHT RIB TRUSS DECK COMBINING A RIB DECK AND A STEEL WIRE TRUSS, CAPABLE OF BEING MECHANICALLY INTEGRATED WITHOUT WELDING AND PRESSURE WELDING

LIGHTWEIGHT RIB TRUSS DECK COMBINING A RIB DECK AND A STEEL WIRE TRUSS, CAPABLE OF BEING MECHANICALLY INTEGRATED WITHOUT WELDING AND PRESSURE WELDING

机译:轻型肋桁架甲板与肋桁架和钢线桁架相结合,无需焊接和压力焊接即可机械集成

摘要

PURPOSE: A lightweight rib truss deck combining a rib deck and a steel wire truss is provided to reduce the amount of electricity consumed to manufacture a deck by mechanically integrating the rib deck and the steel wire truss.;CONSTITUTION: A lower permanent mold steel plate is attached to a lattice feet (180) formed on the lower part of a steel wire truss (100) comprising an upper chord (120), a lower chord (140), and a lattice (160) in a lightweight rib truss deck combining a rib deck and the steel wire truss. The lattice feet of the steel wire truss is pushed into a ⊂-shaped groove (370) of a shallow curved rib deck or a deep curved rib deck which is cold-formed into a steel plate (200) of 0.5 mm thicknesses so that the weight of concrete and construction loads are supported without welding.;COPYRIGHT KIPO 2013;[Reference numerals] (a) Steel wire truss; (AA) Deep curved rib truss deck-a cross sectional view; (b) Rib deck; (c) Combination of a steel wire truss and a rib deck
机译:目的:提供一种轻型的肋骨桁架甲板,将肋骨甲板和钢丝桁架结合在一起,以通过机械集成肋骨甲板和钢丝桁架来减少制造甲板所消耗的电量。组成:较低的永久性模具钢板在轻质肋桁架甲板组合中,将其连接到形成在包括上弦(120),下弦(140)和格子(160)的钢丝桁架(100)的下部上的格子脚(180)上。肋骨甲板和钢丝桁架。将钢丝桁架的格架脚推入浅弯曲肋板或深弯曲肋板的“ sub”形凹槽(370),将其冷成型为厚度为0.5 mm的钢板(200),以便COPYRIGHT KIPO 2013; [参考数字](a)​​钢丝桁架; (AA)深弯曲肋桁架甲板的横截面图; (b)肋骨甲板; (c)钢丝桁架和肋板的组合

著录项

  • 公开/公告号KR20130105091A

    专利类型

  • 公开/公告日2013-09-25

    原文格式PDF

  • 申请/专利权人 LEE CHANG NAM;

    申请/专利号KR20120027228

  • 发明设计人 LEE CHANG NAM;

    申请日2012-03-16

  • 分类号E04B5/32;E04B5/38;

  • 国家 KR

  • 入库时间 2022-08-21 16:26:15

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