首页> 外国专利> JETTING, EXPANSION AND EXTRUSION COMBINED PILE, CONSTRUCTION METHOD THEREOF AND SPIRAL JETTING, EXPANSION AND EXTRUSION DRILLING RIG USED IN METHOD

JETTING, EXPANSION AND EXTRUSION COMBINED PILE, CONSTRUCTION METHOD THEREOF AND SPIRAL JETTING, EXPANSION AND EXTRUSION DRILLING RIG USED IN METHOD

机译:喷浆,挤扩组合桩,施工方法及螺旋喷浆,挤扩钻机方法

摘要

Provided are a jetting, expansion and extrusion combined pile, a construction method thereof and a spiral jetting, expansion and extrusion drilling rig used in the method. A pile of the combined pile comprises a pile body (101), an expanded body (103) and a pile end (106). At least one double-frustum-shaped expanded body (103), which is integrally formed with the pile body (101), is arranged on the pile body (101). The expanded body (103) is located in a vertical soil layer position, which has higher deformation modulus and shear strength, of the pile body (101), and at least two wing plates (102) which are uniformly distributed in the circumference direction and basically perpendicular to the axis of the pile are arranged on the pile body (101). The diameter of the pile above the expanded body (103) is larger than or equal to that of the pile below the expanded body (103). The drilling rig comprises an upper section and a lower section, the diameter of the upper section is larger than that of the lower section, and the expanded body can be produced in any required position conveniently. When the expanded body (103) is located at the upper part or in the middle of the combined pile, if the diameter of the pile above the expanded body (103) is larger than that of the pile below the expanded body (103), the consumption of concrete can be greatly reduced.
机译:提供一种喷射-膨胀-挤压组合桩,其施工方法以及该方法中使用的螺旋喷射-膨胀-挤压钻机。组合桩的桩包括桩体(101),膨胀体(103)和桩端(106)。在桩主体(101)上配置有至少一个与桩主体(101)一体形成的双锥台状的膨胀体(103)。膨胀体(103)位于桩体(101)的垂直土层位置,其具有较高的变形模量和剪切强度,并且至少两个翼板(102)在圆周方向上均匀分布,并且基本上垂直于桩的轴线布置在桩体(101)上。膨胀体(103)上方的桩的直径大于或等于膨胀体(103)下方的桩的直径。该钻机包括上部和下部,上部的直径大于下部的直径,并且膨胀体可以方便地在任何需要的位置生产。当膨胀体(103)位于组合桩的上部或中部时,如果膨胀体(103)上方的桩的直径大于膨胀体(103)下方的桩的直径,可以大大减少混凝土的消耗。

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