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Suspension scaffold construction method and suspension scaffold in bridge structure

机译:桥梁结构中的悬吊脚手架施工方法及悬吊脚手架

摘要

A scaffold can be installed on a bridge structure without descending under the bridge. A hoist side first wire HW1 is bridged between a first side surface 6 and a second side surface 7 which are one side surfaces of a bridge girder 1 in the width direction, and a suspension scaffold 100 is provided. The process of suspending the suspension scaffold 100 with the crane CN from the upper side on the second side surface 7 side in a posture in which the first scaffold suspension position FP1 side is lower than the second scaffold suspension position FP2 side, The suspension scaffold 100 is rotated so that the height difference between the first scaffold suspension position FP1 and the second scaffold suspension position FP2 is reduced while the suspension scaffold 100 is lowered from the upper side to the lower side. The hoist side first wire HW1 and the hoist side second wire HW2 are wound up by the first hoist HT1 and the second hoist HT2 to move the suspension scaffold 100 to the bottom surface of the bridge structure. And the process of fixing to Including. [Selection] Figure 17
机译:可以将脚手架安装在桥结构上,而无需在桥下下降。提升侧第一线材HW1在作为宽度方向上的桥接梁1的一个侧面的第一侧面6和第二侧面7之间桥接,并且设置了悬架脚手架100。使用起重机CN从第二侧面7侧的上侧以第一支架悬挂位置FP1侧低于第二支架悬挂位置FP2侧的姿势悬挂悬挂支架100的过程,悬挂支架100旋转第一支架悬架100,以使得第一支架悬架位置FP1与第二支架悬架位置FP2之间的高度差减小,同时悬架支架100从上侧下降至下侧。提升侧第一线HW1和提升侧第二线HW2被第一提升器HT1和第二提升器HT2缠绕,以使悬架支架100移动至桥结构的底表面。以及修复过程包括在内。 [选择]图17

著录项

  • 公开/公告号JP6344879B1

    专利类型

  • 公开/公告日2018-06-20

    原文格式PDF

  • 申请/专利权人 株式会社フジみらい;

    申请/专利号JP20180009992

  • 发明设计人 江▲崎▼ 郁夫;

    申请日2018-01-24

  • 分类号E01D22;E01D21;

  • 国家 JP

  • 入库时间 2022-08-21 13:09:06

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