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Carrying manner null to pier top of bearing device and jack for temporary receiving

机译:承载方式为零位到轴承装置的墩顶和千斤顶以暂时接收

摘要

PROBLEM TO BE SOLVED: To carry in a support device and a temporary jack quickly, safely, and handily with a few number of workers by suspending the support device and the temporary jack from a bridge girder, and carrying-in them on a carriage with an elevator moved along a rail arranged at the same height position as the upper section of a bridge pier. ;SOLUTION: A support device 5 is suspended by a crane from a road 10 side and is mounted on a ramp on a carriage 33 moved on the outer end side of a rail 28. The carriage 33 is moved toward the upper section 4 of a bridge pier, and the support device 5 is located in a cut recess 21. The lower end of an upper anchor member 16 protruded on the lower face of a bridge girder 6 is positioned on the bolt insertion hole of the sole plate 14 of the support device 5, then a nut 17 is fastened to the screw section of the anchor member 16, and the upper section of the support device 5 is fixed to the lower face of the bridge girder 6. The carriage 33 and the rail 28 are removed. Filling concrete is filled into the cut recess 21 to bury a lower anchor member 20.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:通过将支撑装置和临时千斤顶从桥式大梁上悬挂下来,然后将它们随车携带,以快速,安全,方便地与少数工人一起搬运支撑装置和临时千斤顶。沿沿与桥墩上部相同高度的轨道移动的电梯。 ;解决方案:支撑设备5由起重机从道路10一侧悬挂,并安装在滑架33的坡道上,滑架33在导轨28的外端侧移动。滑架33朝着滑车的上部4移动。桥墩,并且支撑装置5位于切口21中。在桥梁6的下表面上突出的上锚固构件16的下端位于支撑件的底板14的螺栓插入孔中。装置5,然后将螺母17固定在锚固构件16的螺纹部分上,将支撑装置5的上部部分固定在桥梁6的下表面上。卸下滑架33和导轨28。将填充的混凝土填充到切下的凹槽21中,以埋入下部锚固件20。版权所有:(C)1999,JPO

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