首页> 外国专利> EXECUTION METHOD OF MULTI-SPAN CONTINUOUS STEEL GIRDER WITH REINFORCED CONCRETE FLOOR SLAB

EXECUTION METHOD OF MULTI-SPAN CONTINUOUS STEEL GIRDER WITH REINFORCED CONCRETE FLOOR SLAB

机译:钢筋混凝土楼板多跨连续钢梁的执行方法

摘要

PURPOSE: To improve materials and the efficiency of processes by enabling the construction of an RC floor slab even from one direction. ;CONSTITUTION: Cast-in-place RC floor slabs 4 are placed on a top face and an intermediate section is borne by piers 3a, 3b... in a steel girder 1. Clamping members 6a, 6b are provided jointly to temporary posts 5a, 5b used when the steel girder 1 is built, and connected to the steel girder 1 before the RC floor slabs 4 are constructed and pulled down up to height at the time of completion, and the floor slabs are erected successively from the pier 2a side. The steel girder 1 in a section, in which concrete is not placed, is held in height at the time of completion at all times at that time. When the floor slabs are constructed while crossing the piers 3a, tensile load working to the temporary posts 5a, 5b, etc., is reduced successively. Height may also be adjusted by PC steel materials 8a, 8b... in place of the temporary posts.;COPYRIGHT: (C)1996,JPO
机译:目的:通过甚至从一个方向建造RC楼板来提高材料和工艺效率。组成:现浇RC楼板4放在顶面上,中间部分由钢梁1中的墩3a,3b ...支撑。夹紧构件6a,6b共同设置到临时支柱5a图5b,5b是在建造钢梁1时使用的,并且在建造RC楼板4之前将钢梁1连接到钢梁1,并在完成时将其下拉至高度,并且从墩2a侧依次竖立楼板。在此时的所有时间中,在未放置混凝土的部分中的钢梁1始终保持高度。当在横穿墩台3a的同时建造楼板时,作用于临时立柱5a,5b等的拉力负荷依次减小。高度也可以用PC钢材8a,8b ...代替临时支柱来调整。;版权所有:(C)1996,JPO

著录项

  • 公开/公告号JPH0892915A

    专利类型

  • 公开/公告日1996-04-09

    原文格式PDF

  • 申请/专利权人 KAWADA KENSETSU KK;

    申请/专利号JP19940256311

  • 发明设计人 OOHI KUNIO;

    申请日1994-09-26

  • 分类号E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-22 03:55:34

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