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CONSTRUCTION METHOD OF CONTINUOUS GIRDER BRIDGE, COMPOSITE FLOOR SLAB, AND CONTINUOUS GIRDER BRIDGE

机译:连续梁桥,复合楼板和连续梁桥的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a preferable construction method of a continuous girder bridge by which (an absolute value of) the negative bending moment generated near a supporting point can be reduced etc., a composite floor slab which can be used in the method, and a continuous girder bridge constructed by the methods.;SOLUTION: (i) The composite floor slab 10 is arranged between the supporting points (bridge piers) 1 to form a simple girder bridge, and a floor slab concrete 11 is placed on each composite floor slab 10 between the supporting points 1, and then (ii) the space between the composite floor slabs 10 on the supporting point 1 is filled with concrete 4.;COPYRIGHT: (C)2008,JPO&INPIT
机译:解决的问题:为了提供一种优选的连续梁桥的施工方法,通过该方法可以减小在支撑点附近产生的负弯矩(的绝对值)等,可以在该方法中使用复合楼板。解决方案:(i)将复合楼板10布置在支撑点(桥墩)1之间以形成简单的梁桥,并且在每个楼板上放置楼板混凝土11支撑点1之间的复合楼板10,然后(ii)支撑点1上的复合楼板10之间的空间用混凝土4填充。版权所有:(C)2008,JPO&INPIT

著录项

  • 公开/公告号JP2008019687A

    专利类型

  • 公开/公告日2008-01-31

    原文格式PDF

  • 申请/专利权人 KAWASAKI HEAVY IND LTD;

    申请/专利号JP20060194953

  • 发明设计人 KASHIMA TAKAYUKI;SUGIURA KO;OGAKI KAZUO;

    申请日2006-07-14

  • 分类号E01D19/12;E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-21 20:21:34

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