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Reinforcement method of temporary pier substructure

机译:临时墩子结构的加固方法

摘要

To provide a reinforcement method of undercarriage of temporary pier in which a transverse reinforcement material or longitudinal reinforcement material is hung in a stable position from the side of the support pile between adjacent support piles, the support pile being connected to the transverse reinforcement material or the longitudinal reinforcement material by a simple operation without employing on-site welding, thereby efficiently reducing the period of time for reinforcement work of the pier lower part.SOLUTION: The reinforcement method of undercarriage of temporary pier comprises the steps of: previously attaching a mechanical clamping device 50 which is provided with a pair of embracing arms 54, 54 pivotally supported by two hinges to both end portions of the reinforcing member 30; expanding the pair of embracing arms 54, 54 of the clamping device 50 and hanging the same from the lateral side of the support pile 20 to between the adjacent support piles 20 together with the reinforcing material 30; and causing the pair of embracing arms 54 and 54 to hold the support pile 20 to fix the clamping device 50.SELECTED DRAWING: Figure 6
机译:为了提供一种临时墩的底盘的加固方法,其中横向加固材料或纵向加固材料从支撑桩的侧面悬挂在相邻的支撑桩之间的稳定位置,该支撑桩连接到横向加固材料或桩上。纵向加固材料通过简单的操作而无需进行现场焊接,从而有效地减少了墩下部的加固工作的时间。解决方案:临时墩底盘的加固方法包括以下步骤:预先安装机械夹具装置50设有一对环抱臂54、54,该环抱臂由两个铰链可枢转地支撑到加强件30的两个端部。展开夹持装置50的一对抱臂54、54,并将其从支撑桩20的侧面与加强材料30一起悬挂到相邻的支撑桩20之间。并使一对拥抱臂54和54支撑支撑桩20以固定夹紧装置50。

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