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BRIDGE FLOOR SLAB DISMANTLING METHOD AND ITS DEVICE

机译:桥梁楼板拆除方法及其装置

摘要

PROBLEM TO BE SOLVED: To easily dismantle floor slabs by positioning reaction force leg sections to adjacent blocks on both sides, building a removal girder between the reaction force leg sections to fix, installing a reaction force jack on the central part, and providing supporting point plates and bar bodies to both ends to suspend the blocks. ;SOLUTION: Reaction force leg sections 7 are positioned to blocks 3b adjacent to a block 3a. A removal girder 6 is built between the leg sections 7 and is fixed. Then, a reaction force jack 8 is installed on the center thereof. Successively, supporting point plates 9a are fixed on the girder 6, and one end of each of bar bodies 9b is connected to a piston 8a of the jack 8 with a hinge 15a in a turnable manner. Then, the other end is mounted on a roller 11. The block 3a is connected through hang bolts 10. When the jack 8 is operated to operate the piston 8a downward, better dynamic point of each of the bar bodies 9b is pulled downward with the supporting point as the center, and load point thereof is pulled upward. The block 3a is pulled upward with the bolts 10 accordingly. By this constitution, one kind of device can cope with hang-up capacities.;COPYRIGHT: (C)1997,JPO
机译:解决的问题:通过将反作用力支腿部分放置在两侧的相邻砌块上,在反作用力支腿部分之间建立一个固定的固定梁,在中心部分安装反作用力千斤顶,并提供支撑点,可以轻松地拆除楼板。板和杆体的两端悬挂块。 ;解决方案:反作用力支腿部分7位于与块3a相邻的块3b上。拆除梁6建在支腿部分7之间并固定。然后,将反作用力千斤顶8安装在其中央。随后,将支撑点板9a固定在梁6上,并且每个杆体9b的一端通过铰链15a可旋转地连接至千斤顶8的活塞8a。然后,另一端被安装在辊子11上。块3a通过悬吊螺栓10连接。当千斤顶8被操作以向下操作活塞8a时,每个杆体9b的更好的动态点被拉向下方。支撑点为中心,其负载点向上拉。相应地,螺栓3将块3a向上拉。通过这种构造,一种装置可以应付挂断容量。;版权所有:(C)1997,日本特许厅

著录项

  • 公开/公告号JPH0967809A

    专利类型

  • 公开/公告日1997-03-11

    原文格式PDF

  • 申请/专利权人 SHO BOND CONSTR CO LTD;

    申请/专利号JP19950243911

  • 发明设计人 ISODA IWAO;

    申请日1995-08-30

  • 分类号E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-22 03:37:17

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