首页> 外国专利> PILE HEAD JOINT PART DESIGN METHOD, CONSTRUCTION METHOD, DESIGN DRAWING, SPECIFICATION FOR PILE HEAD ANCHOR REINFORCEMENT, AND PILE HEAD ANCHOR REINFORCEMENT ATTACHMENT POSITION CHECKING DEVICE

PILE HEAD JOINT PART DESIGN METHOD, CONSTRUCTION METHOD, DESIGN DRAWING, SPECIFICATION FOR PILE HEAD ANCHOR REINFORCEMENT, AND PILE HEAD ANCHOR REINFORCEMENT ATTACHMENT POSITION CHECKING DEVICE

机译:桩头接头零件的设计方法,施工方法,设计图,桩头锚固规范,桩头锚固锚固位置检查装置

摘要

PROBLEM TO BE SOLVED: To provide a pile head joint part design method and the like, for making a bending moment generated at a pile head be equal to or lower than an allowable bending moment of a pile head joint part determined by considering attachment intervals of anchor reinforcements even when the intervals of the anchor reinforcements are uneven in the circumferential direction of the pile head.;SOLUTION: A pile head joint part design method includes: an allowable bending moment data preparation step of preparing allowable bending moment data corresponding to an allowable bending moment of a pile head joint part; a generated bending moment calculation step of calculating a generated bending moment Mo generated at the pile head; and a specification determination step of determining a specification for the pile head joint part so that the generated bending moment Mo is equal to or lower than the allowable bending moment data. Allowable bending moment data in the case that attachment intervals of a plurality of anchor reinforcements in the circumferential direction of the pile head are uneven is prepared. As an attachment condition for the plurality of anchor reinforcements, an allowable deviation amount from reference positions for attachment positions of the plurality of anchor reinforcements to the pile head part is determined, where the reference positions are attachment positions in the case that the plurality of anchor reinforcements are attached at equal intervals in the circumferential direction of the pile head.;SELECTED DRAWING: Figure 16;COPYRIGHT: (C)2019,JPO&INPIT
机译:解决的问题:提供一种桩头接合部的设计方法等,以使在桩头处产生的弯矩等于或小于考虑了安装间隔的桩头接合部的容许弯矩。即使在桩头的圆周方向上锚固钢筋的间隔不均匀时,锚固钢筋也是如此;解决方案:桩头接头零件的设计方法包括:允许弯矩数据准备步骤,准备与允许值对应的允许弯矩数据桩头结合部的弯矩;产生弯曲力矩计算步骤,计算在桩头处产生的产生弯曲力矩Mo。规格确定步骤,确定桩头接合部的规格,以使产生的弯矩Mo等于或小于容许弯矩数据。准备多个锚固件在桩头的周向上的安装间隔不均匀的情况下的容许弯矩数据。作为多个锚固件的安装条件,求出相对于多个锚固件在桩头部的安装位置的基准位置的容许偏差量,该基准位置是多个锚固件的情况下的安装位置。钢筋在桩头的圆周方向上以相等的间隔连接。;选定的图纸:图16;版权:(C)2019,JPO&INPIT

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