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Curing method of concrete bridge girder

机译:混凝土桥梁的养护方法

摘要

PROBLEM TO BE SOLVED: To provide a cure method of a concrete bridge girder applicable even to a side surface and an under surface of the concrete bridge girder integrally constructed with cast-in-place concrete.;SOLUTION: The outside of the bridge girder 1 is covered by providing a covering surface in a position of respectively separating a proper distance from both left-right side surfaces and a bottom surface of the bridge girder 1, by using a work scaffold installed in a construction site of a bridge. A water supply pipe 81 with a water sprinkling nozzle 83 is arranged inside an area covered with its covering surface, and the area inside is maintained in a wet state by spraying water into the area from the water sprinkling nozzle 83, and concrete after die-removal is cured thereby. In a cantilever overhang construction method for extending by successively joint-connecting the bridge girder 1 from a constructed bridge body in a construction block unit, while moving the covering surface in a bridge axial direction together with the work scaffold 4, the concrete after die-removal is cured in the construction block unit.;COPYRIGHT: (C)2015,JPO&INPIT
机译:要解决的问题:提供一种混凝土桥梁梁的固化方法,该方法甚至适用于用现浇混凝土整体构造的混凝土桥梁梁的侧面和底面;解决方案:桥梁梁的外部1通过使用安装在桥梁的施工现场中的工作支架,在分别与桥梁梁1的左右两个侧表面和底表面分开适当距离的位置中提供覆盖表面,来覆盖混凝土。在覆盖有被覆面的区域的内部配置有具有洒水喷嘴83的供水管81,通过从洒水喷嘴83向该区域喷射水而使内部区域保持湿润状态。由此去除固化。在悬臂式悬挑施工方法中,通过在施工砌块单元中从已建造的桥体开始连续地将桥梁1进行接头连接,同时将覆盖面与工作脚手架4一起沿桥轴向移动,清除是在积木单元中完成的。;版权所有:(C)2015,JPO&INPIT

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