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CONTINUOUS CONCRETE GIRDER AND BRIDGE STRUCTURE USING SAME

机译:连续混凝土梁和桥梁结构使用相同的方法

摘要

A continuous concrete girder of the present invention comprises: front and rear concrete girders (A, B) installed on the upper part of a pier (2) in a front/rear direction by being spaced apart from each other; a high strength concrete (C) deposited in an area between the front and rear girders (A, B); and a first tendon (210) penetrating the high strength concrete (C), anchoring a front end part in the front concrete girder (A), and anchoring a rear end part in the rear concrete girder (B). The front anchoring part of the first tendon (210) is formed in an area between the rear end part of the front concrete girder (A) and an inflection point of bending moment adjacent to a front side from the rear end part, and the rear anchoring part of the first tendon (210) is formed in an area between the front end part of the rear concrete girder (B) and an inflection point of bending moment adjacent to a rear side from the front end part. As showing in Fig. 5, the high strength concrete (C) is deposited in the area between the front and rear concrete girders (A, B), the first tendon (210) penetrates the front concrete girder (A), the high strength concrete (C), and the rear concrete girder (B), and thus compressive force is introduced to a cross section installing the first tendon (210) therein, thereby preventing a crack from being generated in a concrete slab with respect to sub moment and preventing a crack to a cross beam of a support due thermal shrinkage. Moreover, the girder is continued, thereby preventing the girder from falling in earthquake.;COPYRIGHT KIPO 2019
机译:本发明的连续混凝土梁包括:前后混凝土梁(A,B),它们彼此间隔开地沿前后方向安装在墩(2)的上部;在前梁和后梁(A,B)之间的区域内沉积的高强度混凝土(C);第一腱(210)穿透高强度混凝土(C),将前端部锚固在前混凝土梁(A)中,并且将后端部锚固在后混凝土梁(B)中。第一肌腱(210)的前锚固部形成在前混凝土梁(A)的后端部与从后端部靠近前侧的弯矩的拐点与后方之间的区域中。在后混凝土梁(B)的前端部与从该前端部向后侧相邻的弯矩的拐点之间的区域形成有第一腱(210)的锚固部。如图5所示,高强度混凝土(C)沉积在前后混凝土梁(A,B)之间的区域中,第一筋(210)穿透前混凝土梁(A),高强度混凝土(C)和后混凝土梁(B),因此将压缩力引入到其中安装有第一筋(210)的横截面,从而防止混凝土板相对于次弯矩产生裂缝。防止由于热收缩而导致支撑横梁破裂。此外,大梁不断延伸,从而防止大梁在地震中掉落。; COPYRIGHT KIPO 2019

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