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The method of construction reinforcement recovery deflection of existing bridges by the lower chord cable

机译:下弦索施工加固既有桥梁的挠度恢复方法

摘要

PROBLEM TO BE SOLVED: To provide a bending recovering reinforcing construction method for an existing bridge for recovering a sunk and bent part of the bridge hanging down in a V shape to lift it in a plane.;SOLUTION: In the bridge 1 stretched and provided by supporting a section between concrete bridge girders 2 and 2 and connecting them by hinge connection in a plurality of sections in the direction of width of the bridge girders 2, 2, a strut 6 is attached to a lower side of the sunk and bent part 5 hanging down in the V shape between the bridge girders 2 and 2 while nipping the sunk and bent part 5 from the direction of length of the bridge girders 2, 2, a rubber-made cushioning material 13 is set inside each hinge connection part 3, and a bottom chord cable 8 stretched between bridge piers 4 and 4 supporting the bridge girders 2, 2 causing hanging-down is inserted into a connection part 6c whose inside positioned at a lower end of the strut 6 is a cavity. The bottom chord cable 8 is tightly stretched by a jack for tightening on both bridge pier 4, 4 sides supporting the bridge girders 2, 2 causing hanging-down, and the sunk and bent part 5 is lifted through the strut 6 for recovery.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:提供一种用于现有桥梁的弯曲恢复加固施工方法,用于使垂悬并弯曲成V字形的桥梁的弯曲部分恢复为平面状;解决方案:在桥梁1中拉伸并提供通过支撑混凝土桥梁2和2之间的部分并通过铰链连接在桥梁2、2的宽度方向上的多个部分中连接它们,将支柱6附接到沉没和弯曲部分的下侧。如图5所示,在从下沉梁2、2的长度方向夹持下沉且弯曲的部分5的同时,在下沉梁2、2之间以V字形垂下,在各铰链连接部3的内部设置有橡胶制的缓冲材料13。然后,将在支撑桥梁2、2的吊桥的桥墩4、4之间延伸的底部弦索8插入到连接部6c中,该连接部6c的内部位于空腔6内。底部弦索8被千斤顶紧紧地拉紧,以便在两个桥墩4、4支撑桥梁2、2的侧面上紧固,从而导致垂下,沉没和弯曲的部分5通过支柱6被抬起以恢复。版权所有(C)2006,JPO&NCIPI

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