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I-TYPE PRESTRESSED CONCRETE GIRDER, RAHMEN BRIDGE USING SAME, AND CONSTRUCTION METHOD THEREOF

机译:I型预应力混凝土梁,使用相同的拉曼桥及其施工方法

摘要

The present invention relates to an I-type prestressed concrete girder, a Rahmen bridge using the same, and a construction method thereof and, more specifically, to an I-type prestressed concrete girder with improved constructability, economic efficiency, and structural stability in bridge construction, a Rahmen bridge using the same, and a construction method thereof. The I-type prestressed concrete girder with an I-shaped cross section used in a bridge comprises: a main body, which is made of a concrete material, has an I-shaped cross section, and is long in one direction; a first embedded reinforcing bar arranged in a direction parallel with a horizontal beam of the bridge in the main body to be embedded; a second embedded reinforcing bar arranged in the longitudinal direction of the bridge on an end of the main body to be embedded; a first coupling reinforcing bar and a second coupling reinforcing bar coupled to the first and second embedded reinforcing bars respectively on the outside of the main body after the main body is mounted; and a coupling means to couple the first and second embedded reinforcing bars to the first and second coupling reinforcing bars.;COPYRIGHT KIPO 2020
机译:I型预应力混凝土梁,使用其的拉曼桥及其施工方法,尤其涉及一种可施工性,经济效率和桥梁结构稳定性提高的I型预应力混凝土梁。建筑,使用该建筑的拉门桥及其建造方法。用于桥梁的具有I形横截面的I型预应力混凝土梁包括:主体,其由混凝土材料制成,具有I形横截面,并且在一个方向上较长。第一埋入式钢筋,其布置在与待埋入主体中的桥的水平梁平行的方向上;沿桥的纵向布置在要被嵌入的主体的一端上的第二被嵌入的钢筋;在安装了主体之后,分别在主体的外侧上与第一和第二埋入式钢筋连接的第一联接加强杆和第二联接加强杆; COPYRIGHT KIPO 2020;以及一种将第一和第二嵌入的钢筋连接到第一和第二连接钢筋的连接装置。

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