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Core material pressing in column post application modulo and its device such as earth finishing blow post and bearing pile

机译:模块柱桩模压模中的芯材及其土方吹桩和承台桩等装置

摘要

PURPOSE:To perform in parallel the excavation of pit and the setting of core part by a method in which a drill machine is connected to a core part setter in a freely distance adjustable manner and the distance between core parts is set up to the whole multiple of setting pitches of sheathing piles. CONSTITUTION:A drill machine 2 and a core part setter 3 are set in parallel and connected in a core part distance adjustable manner by a connecting distance-regulating cylinder 9. An excavating mechanism 15 is provided in a vertically movable manner along the vertical frame 13 of the machine 2 and supported in an oscillating manner. The core-holding head 49 of the setter 3 is formed in a manner that its position can be regulated in the oscillating and back-forth directions, and the stock of connecting rods 19 is set between the machine 2 and the setter 3. The core distance for the machine 2 and the setter 3 is set up to the corresponding value of whole multiple of setting pitches of sheathing piles. The excavation of pits and the setting of core parts are performed in parallel.
机译:用途:并行执行挖坑和核心部分的设置的方法,其中钻孔机以自由距离可调的方式连接到核心部分设定器,并且核心部分之间的距离设置为整数倍套桩的设定间距构成:钻孔机2和岩心设定器3平行设置,并通过连接距离调节缸9以岩心距离可调的方式连接。开挖机构15可沿垂直框架13垂直移动。机器2的第一部分以振动的方式被支撑。定位器3的芯保持头49形成为使得其位置可以在摆动方向和前后方向上调节,并且连杆19的储备被设置在机器2和定位器3之间。机器2和安装工3的最大距离被设置为护套桩的安装节距的整数倍的相应值。基坑的开挖和核心部分的设置是并行进行的。

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