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Rotation penetration method of rotation penetration steel pipe pile and rotation penetration steel pipe pile

机译:旋转穿透钢管桩的旋转穿透方法及旋转穿透钢管桩

摘要

Disclosed is a supporting force and circumferential surface frictional force effectively available steel pipe pile from the ground, can be realized by a simple structure, is intended to enable significantly reduced and thus production costs. The apparatus includes a cylindrical pile body 11, the lower end disk-shaped end plate 12 which is composed is fixed to the said pile body 11, a pair of rectangular steel block body in the end plate 12 the bottom, above a digging blade 13 made is fixed spaced apart from one another so as to be substantially point symmetrical to the axis N of the pile body 11, said digging blade 13, the shaft of the corner portion of the steel block body corner portion S which is located farthest to the Mind N, together with the positioned directly below the outer periphery of the end plate 12 bottom side 14 of the long side of the steel block body, the end plate 12 above steel at the bottom a side surface 15 of the short side of the block body manufactured by a parallel is characterized by being arranged so as to cross the virtual plane Q1 passing through the axis N. [Selection Figure] Figure 2
机译:公开了一种从地面有效地获得的钢管桩的支撑力和周向表面摩擦力,可以通过简单的结构来实现,意在使之显着降低,从而降低生产成本。该装置包括:圆筒状的桩体11;构成的下端圆盘状的端板12,固定在该桩体11上;以及,在端板12的下方,挖掘刃13的上方,形成有一对矩形的钢块体。所述挖掘刀片13彼此间隔开地固定,从而基本上相对于桩主体11的轴线N点对称,所述挖掘刀片13,钢块主体拐角部分S的拐角部分的轴位于最远处。思维N与位于钢块本体的长边的底板12的底侧14的外周正下方的位置一起,位于钢上方的端板12的底侧的钢块的短边的侧面15由平行线制造的主体的特征在于,其布置成与穿过轴线N的虚拟平面Q1交叉。[选择图]图2

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