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PRECAST CONCRETE SLAB JOINING PART STRUCTURE ON STEEL GIRDER

机译:钢梁的预制混凝土板连接件结构

摘要

PROBLEM TO BE SOLVED: To provide a precast concrete slab joining part structure on a steel girder, without allowing water to stay on support girders supporting filling concrete, by only generating cracks on the end part side in the width direction of the filling concrete, without generating cracks in the middle of the filling concrete.;SOLUTION: A clearance D between end parts of precast concrete slabs 5 and 5 adjacent on the respective support girders 3, is set smaller than a maximum crack interval. Crack inducing parts 10 and 11 are respectively arranged in its boundary direction in a boundary between the respective side precast concrete slabs 5 and 5 on both sides of upper-lower surfaces of the filling concrete 6.;COPYRIGHT: (C)2008,JPO&INPIT
机译:解决的问题:通过仅在填充混凝土的宽度方向上在端部侧产生裂纹,而在钢梁上提供预制的混凝土板连接部件结构,而不使水停留在支撑填充混凝土的支撑梁上。解决方案:解决方案:将预制混凝土板5和5的相邻支撑梁3的端部之间的间隙D设置为小于最大裂缝间隔。裂纹产生部分10和11分别沿其边界方向布置在填充混凝土6的上下表面两侧的各个侧面预制混凝土板5和5之间的边界中。版权所有:(C)2008,JPO&INPIT

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