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CONSTRUCTION METHOD OF PRECAST CAPITAL PART AND BRIDGE PIER CAPITAL PART

机译:预制大梁和桥墩大梁的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a construction method of a precast capital part and a bridge pier capital part that can considerably shorten a construction period.;SOLUTION: The precast capital part 10 is composed of a lower floor slab 12, an upper floor slab 11 and a web 13, and the lower floor slab 12 is provided with an opening part 14 which bridge pier main reinforcements 22 projecting from the head part of the bridge pier 20 penetrate. Reinforcement joint implements 15, 16 are embedded in the opening part side face of the lower floor slab 12, and the web 13. While the bridge pier main reinforcements 22 penetrate the opening part 14, the precast capital part 10 is installed at a bridge pier 20. Main reinforcements 18 and lateral reinforcements 31 are connected to the reinforcement joint implements 15, 16 for assembly, and concrete 50 is placed to integrate the bridge pier 20 and the precast capital part 10.;COPYRIGHT: (C)2004,JPO
机译:解决的问题:提供一种可大大缩短工期的预制基础部分和桥墩基础部分的施工方法。解决方案:预制基础部分10由下楼板12,上楼板组成如图11和腹板13所示,下楼板12设置有开口部14,从桥墩20的头部突出的桥墩主加强件22贯通。在下楼板12的开口部侧面和腹板13中埋入有加强接头工具15、16。在桥墩主加强件22贯穿开口部14的同时,将预制资本部10设置在桥墩上。 20.将主钢筋18和横向钢筋31连接到钢筋接头工具15、16进行组装,并放置混凝土50以使桥墩20和预制预制构件10一体化。版权所有:(C)2004,JPO

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