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PILE-GIRDER INTEGRAL CONNECTION STRUCTURE, CONNECTION METHOD, ASSEMBLY TYPE PRECAST PIER USING SAME, AND CONSTRUCTION METHOD THEREOF

机译:桩-梁整体连接结构,连接方法,使用相同的组装式预制桩及其施工方法

摘要

The present invention relates to a pile-girder integral connection structure, a connection method, an assembly type precast pier using the same, and to a construction method thereof. A pile connection member and a girder connection member are closely and mechanically fixated at the upper end of a pile prepared with a steel pipe or concrete. A precast girder is put up on top of the girder connection member, and concrete is poured to a girder connection part between the precast girders to reclaim the pile connection member. Thus, the pile, girder connection member, and precast girder are simultaneously integrated, and the precast girders are made continuous to enable construction of girders between long axis. As a result, the pile-girder integral connection structure maximizes the spacing between the lower piles, and thus increases safety and cost-efficiency when quickly constructed and constructed.;COPYRIGHT KIPO 2017
机译:桩梁一体连接结构及其连接方法,组装式预制墩及其施工方法技术领域本发明涉及桩梁一体连接结构,连接方法,使用该结构的组装式预制墩及其施工方法。桩连接构件和梁连接构件紧密地机械固定在用钢管或混凝土制成的桩的上端。在梁连接构件的顶部竖立预制梁,并且将混凝土浇注到预制梁之间的梁连接部分以回收桩连接构件。因此,桩,梁连接构件和预制梁同时被整合,并且预制梁被制成连续的以使得能够在长轴之间构造梁。结果,桩梁整体连接结构最大程度地降低了下桩之间的间距,从而在快速建造和建造时提高了安全性和成本效益。; COPYRIGHT KIPO 2017

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