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BRIDGE CRANE, BRIDGE ERECTION METHOD AND BRIDGE REMOVAL METHOD

机译:桥梁起重机,桥梁架设方法和桥梁拆除方法

摘要

PROBLEM TO BE SOLVED: To provide a bridge crane capable of minimizing necessity of traffic regulation when erecting a precast girder and then easily executing transfer work to the next erection span.;SOLUTION: When erecting a precast girder 14 to an erection span S0, by a bridge crane 110 installed on an upper surface of a bridge pier 12A, in the state of hoisting and supporting the precast girder 14 through a girder hoisting nose 50, it is hoisted and moved to an erection scheduled position in a bridge axis orthogonal direction. At the time, a second leg 140 of the bridge crane 110 comprises a pair of movable legs 140A and 140B. Then, when a hoisting device 150 is moved in the bridge axis orthogonal direction and passes through installation parts of the respective movable legs 140A and 140B, the respective movable legs 140A and 140B are successively moved to an interference evading position at which it is possible to evade interference with the girder hoisting nose 50 hoisted and supported by the hoisting device 150. Thus, the girder hoisting nose 50 is prevented from interfering with both of the movable legs 140A and 140B.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供一种桥式起重机,该起重机能够在架设预制梁时将交通管制的必要性降至最低,然后轻松地进行到下一个架设跨度的转移工作。安装在桥墩12A的上表面上的桥式起重机110,在通过梁的吊鼻50吊起并支撑预制梁14的状态下,被吊起并沿桥梁轴线正交方向移动至架设预定位置。当时,桥式起重机110的第二支腿140包括一对可移动支腿140A和140B。然后,当提升装置150在桥轴正交方向上移动并且穿过各个可动腿140A和140B的安装部时,各个可动腿140A和140B相继移动到可以避开的干涉位置。避开对由起重装置150吊起和支撑的梁吊鼻50的干扰。因此,可以防止梁吊鼻50干扰活动腿140A和140B。

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