首页> 外国专利> STEEL BOX COMPOSITE GIRDER HAVING BENDING REINFORCEMENT STRUCTURE BY TENSION FOR INTEGRATION OF PRECAST CONCRETE FLOOR PLATE, AND CONSTRUCTING METHOD THEREOF

STEEL BOX COMPOSITE GIRDER HAVING BENDING REINFORCEMENT STRUCTURE BY TENSION FOR INTEGRATION OF PRECAST CONCRETE FLOOR PLATE, AND CONSTRUCTING METHOD THEREOF

机译:预制混凝土楼板受拉抗弯加固的钢箱复合梁及其构建方法

摘要

The present invention relates to a steel box composite girder having a bending reinforcement structure by tension for integration of a precast concrete floor plate, and a constructing method thereof which use longitudinal tension introduced to compose a precast concrete floor plate to introduce a bending moment to a steel box beam to efficiently provide a long span. According to the present invention, a tendon (3) penetrating the outermost precast concrete floor plate (2a) is tensioned to be fixed on the outermost precast concrete floor plate (2a) while a steel box beam (1) and precast concrete floor plates (2) are not combined to apply a compressive force attaching a plurality of precast concrete floor plates (2) by the tension of the tendon (3) and apply a vertical upward force to the steel box beam (1) on an installation location of a saddle device (5) to provide a steel box beam-precast concrete floor plate composite girder and a constructing method thereof.;COPYRIGHT KIPO 2016
机译:本发明涉及一种钢箱复合梁,该钢箱复合梁具有通过拉力而弯曲的强化结构,以用于预制混凝土地板的集成,以及其构造方法,该方法利用引入的纵向张力来构成预制混凝土地板,以将弯矩引入混凝土中。钢箱梁有效地提供了大跨度。根据本发明,张紧穿透最外面的预制混凝土地板(2a)的筋(3),以将其固定在最外面的预制混凝土地板(2a)上,同时将钢箱梁(1)和预制混凝土地板(2)固定住。 2)不通过筋腱(3)的张力施加压缩力来连接多个预制混凝土地板(2),并且在钢制梁的安装位置向钢箱梁(1)施加垂直向上的力提供钢箱梁预制混凝土楼板组合梁的鞍座装置(5)及其施工方法。; COPYRIGHT KIPO 2016

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