首页> 外国专利> METHOD OF CALCULATING DRAWING RESISTANCE OF DIAMETER-ENLARGED PILE, DIAMETER-ENLARGED PILE, METHOD OF SETTING ARRANGEMENT OF DIAMETER-ENLARGED PILE, AND METHOD OF DETERMINING QUALITY OF INSTALLATION OF DIAMETER-ENLARGED PILE

METHOD OF CALCULATING DRAWING RESISTANCE OF DIAMETER-ENLARGED PILE, DIAMETER-ENLARGED PILE, METHOD OF SETTING ARRANGEMENT OF DIAMETER-ENLARGED PILE, AND METHOD OF DETERMINING QUALITY OF INSTALLATION OF DIAMETER-ENLARGED PILE

机译:扩径桩的抗拔计算方法,扩径桩的设置方法,扩径桩的设置方法以及扩径桩的安装质量确定方法

摘要

PROBLEM TO BE SOLVED: To provide a method of calculating the drawing resistance of a diameter-enlarged pile which improves the calculation accuracy of the drawing resistance of a diameter-enlarged pile, and also to provide a diameter-enlarged pile, a method of setting the arrangement of a diameter-enlarged pile, and a method of determining the quality of the installation of a diameter-enlarged pile.;SOLUTION: In the method of calculating the drawing resistance P of a multi-stage diameter-enlarged pile 20 having a shaft part 22 buried in a ground 12 and a diameter-enlarged part 24 which is formed on the shaft part 22 in the axial direction and the diameter of which is larger than the diameter of the shaft part 22, the weight of a resistant soil lump G around the diameter-enlarged part 24 is obtained assuming that the direction in which the resistant soil lump G is displaced is a direction tilted relative to the vertical direction (displacing direction ), and the drawing resistance P is obtained. By calculating the drawing resistance P in consideration of the displacing direction of the resistant soil lump G, the result of the calculation provides a value near the result of a site loading test, improving the calculation accuracy of the drawing resistance P of the multi-stage diameter-enlarged pile 20.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:为了提供一种提高直径增大的桩的拉伸阻力的计算精度的直径增大的桩的拉伸阻力的计算方法,并且提供一种直径增大的桩的设置方法。解决方案:在计算具有直径的多级直径增大的桩20的抗拉力P的方法中,该方法具有以下特征:确定直径增大的桩的布置;以及确定直径增大的桩的安装的质量的方法。埋在地面12中的轴部22和在轴部22上沿轴向形成的直径扩大部24,其直径大于轴部22的直径,这是抵抗土块的重量。假设阻力土块G的位移方向为相对于铅垂方向(位移方向)倾斜的方向,并且阻力R为P,则直径扩大部24周围的G为G。获得。通过考虑阻力土块G的位移方向来计算抗拉强度P,该计算结果提供了接近现场载荷试验结果的值,从而提高了多级抗拉强度P的计算精度。扩径桩20 .;版权所有:(C)2011,日本特许厅

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