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Being laid out in the production mannered null longitude of the main spar which uses the web size unit and its web size

机译:以使用腹板尺寸单位及其腹板尺寸的主翼梁的生产方式为零的经度布局

摘要

PROBLEM TO BE SOLVED: To provide a bridge floor slab attached pre-cast concrete web unit capable of improving workability and construction accuracy and a manufacturing method of a main girder making use of the web unit.;SOLUTION: In the prefabricated web member 2 consisting of either of a truss diagonal member or a waveform steel plate web or a pre-cast concrete-made web and vertically placing to use, the pre-cast web member 2 having a joint section in the end section is laterally placed to hold and, at the same time, an inside and outside upper floor slab form 64 is vertically placed in the end section in the lateral direction of the lateral web member 2 and, at the same time, it is connected to the inside upper floor slab form 48 to assemble a form 52 surrounding the end section of the pre-cast web member 2, and the insides of both forms 64 and 48 are respectively filled with a concrete 72 to manufacture the bridge web unit 3 in a state to arrange bars in those forms. A plurality of web units 3 are interconnected in manufacturing order in series to manufacture the girder.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:提供一种桥板,该桥板附接有能够改善可使用性和施工精度的预制混凝土腹板单元以及利用该腹板单元的主梁的制造方法。桁架对角构件或波形钢板腹板或预制混凝土制成的腹板中的任一个并垂直放置以使用时,在端部具有接合部的预制腹板构件2被横向放置以保持,并且同时,在上下腹板构件2的宽度方向的端部垂直地配置有内侧和外侧的上部楼板模板64,同时,将其与内侧的上部楼板模板48连接而构成。组装围绕预成型腹板构件2的端部的模板52,并且模板64和48的内部分别填充有混凝土72,以将桥腹板单元3制造为以这些模板布置杆的状态。多个腹板单元3按制造顺序依次互连以制造大梁。版权所有:(C)2006,JPO&NCIPI

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