发明名称 DESIGN METHOD FOR PILE
摘要 PROBLEM TO BE SOLVED: To decrease the degree of fixation of a pile head joint even without the application of unbonded treatment, and to perform a proper design depending on a decrease in the degree of the fixation. SOLUTION: In this design method for the pile, the specifications of a joint material are set; allowable bending moment M<SB>a</SB>of the pile head is evaluated; an angleθof rotation of the pile head in the action of the allowable bending moment M<SB>a</SB>on the pile head is computed by expression (1-a); rotational stiffness K<SB>θ</SB>is computed through the use of the angleθby expression (2); generated bending moment M<SB>θ</SB>is computed through the use of the rotational stiffness K<SB>θ</SB>; it is determined whether or not the bending moment M<SB>θ</SB>satisfies expression (4); it is determined whether or not the allowable bending moment M<SB>a</SB>is excessively larger than the generated bending moment M<SB>θ</SB>; and it is determined whether or not allowable bending moment M<SB>pa</SB>of the pile 5 is excessively larger than bending moment M<SB>p</SB>. COPYRIGHT: (C)2008,JPO&INPIT
申请公布号 JP2008208517(A) 申请公布日期 2008.09.11
申请号 JP20070043185 申请日期 2007.02.23
申请人 OKABE CO LTD 发明人 KADOYA HARUKATSU;UCHIUMI YOSHITO;MATSUYAMA TOSHIKI;MARUYAMA YOSHITERU
分类号 E02D27/01;E02D27/34 主分类号 E02D27/01
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