首页> 外国专利> GIRDER WITH PATIAL-ANCHORAGE APPPRATUS FOR TENSION REBAR AND BRIDGE CONSTRUCTION METHD USING THE SAME

GIRDER WITH PATIAL-ANCHORAGE APPPRATUS FOR TENSION REBAR AND BRIDGE CONSTRUCTION METHD USING THE SAME

机译:带有筋锚固装置的抗张钢筋梁及采用相同方法的桥梁施工方法

摘要

PURPOSE: A -shaped girder having an anchorage device and a construction method for a bridge using the same are provided to efficiently construct a bridge by using the upper flange of the -shaped girder as a slab. CONSTITUTION: A -shaped girder(100) having an anchorage device comprises vertical side beams(110), an upper flange(120), a cross beam, longitudinal tendons(140), tension bars(150), and anchorage devices(200). The vertical side beams are horizontally arranged to be separated from each other. The upper flange is formed on the top of the vertical side beams. The cross beam is installed between the vertical side beams. The longitudinal tendons are arranged inside the vertical side beams. The tension bars are installed in the upper flange to be longitudinally extended. The anchorage devices are installed in the tension bars to be separated from the outer surface of the tension bars.
机译:目的:提供一种具有锚固装置的形梁和使用该形梁的桥梁的建造方法,以使用该形梁的上凸缘作为平板来有效地建造桥梁。组成:具有锚固装置的异型梁(100),包括垂直侧梁(110),上翼缘(120),横梁,纵向钢筋束(140),拉力杆(150)和锚固装置(200) 。垂直侧梁水平地布置成彼此分离。上凸缘形成在垂直侧梁的顶部。横梁安装在垂直侧梁之间。纵向筋布置在垂直侧梁的内部。张力杆安装在上法兰中以纵向延伸。锚固装置安装在张紧杆中以与张紧杆的外表面分离。

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