首页> 外国专利> INCREMENTAL EXTRUDING CONSTRUCTION METHOD OF SUSPENSION BRIDGE AND SUSPENSION BRIDGE WITH SLIDE GIRDER THEREOF

INCREMENTAL EXTRUDING CONSTRUCTION METHOD OF SUSPENSION BRIDGE AND SUSPENSION BRIDGE WITH SLIDE GIRDER THEREOF

机译:悬索桥及具有滑移梁的悬索桥增量挤压施工方法

摘要

The present invention relates to a suspension floor slab bridge and a construction method thereof. The present invention has effects of excluding handling equipment such as timbering or a crane, an over hanger device, and a position adjusting device or the like for mounting a segment on a first cable which is a supporting tendon, minimizing surrounding natural environment damage and a working space required by a start-side abutment, minimizing an external power device for moving a precast deck to a reach-side, increasing construction stability by simply and easily performing supporting tendon and segment mounting in a predetermined place, effectively performing movement construction and minimizing arrangement of a roller device for moving a segment according to a supporting tendon, quickly and easily performing connection between segments to be assembled in a field, effectively performing mounting moving connecting construction of a segment even on a narrow abutment, and excluding pairing installation to be attached for minimizing the effect by wind load due to the shape of the end part of a segment.
机译:悬浮楼板桥及其施工方法技术领域本发明涉及一种悬浮楼板桥及其施工方法。本发明具有以下效果:排除用于将节段安装在作为支撑肌腱的第一电缆上的诸如木材或起重机的起重机械,悬架装置和位置调节装置等,从而使周围自然环境的损害最小。起始端基台所需的工作空间,将用于将预制板移动到到达侧的外部动力装置最小化,通过简单容易地在预定位置进行支撑筋和分段安装来增加施工稳定性,有效地进行了运动构造并最小化了用于根据支撑肌腱移动节段的辊子装置的布置,在野外快速而容易地执行要组装的节段之间的连接,即使在狭窄的基台上也有效地执行节段的安装移动连接构造,并且不包括配对安装。端部的形状可将风荷载的影响降至最低段的一部分。

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