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Design method of hat-shaped steel sheet pile and method of manufacturing hat-shaped steel sheet pile

机译:帽形钢板桩的设计方法和帽形钢板桩的制造方法

摘要

A hat-shaped steel sheet piling 1 that extends in a longitudinal direction and that constitutes a wall by a plurality of same being disposed wherein: the relationship per 1 m length in the width direction of the hat-shaped steel sheet piling 1 between the cross-sectional area A (cm2/m) and the cross-sectional second moment of area I (cm4/m) about a cross section center of gravity line M extending in the width direction in the plan view seen from the longitudinal direction of the hat-shaped steel sheet piling 1 satisfies formula (1); and formula (2A) and formula (2B), formula (3A) and formula (3B), formula (4A) and formula (4B), or formula (5A) and formula (5B) are satisfied with D1 (mm) as the distance between the cross section center of gravity line M and a first intersection point P1 of extension lines for each of a pair of flanges 11 on the plan view, and D2 (mm) as the distance between second intersection points P2 where the cross section center of gravity line M intersects each of the pair of flanges 11. (1): A 0.00252I + 94.4 (2A): 262.6 D1 281.0 (3A): 496.9 D1 520.9 (4A): 621.5 D1 650.9 (5A): 625.2 D1 654.8 (2B): 484.0 D2 499.0 (3B): 474.0 D2 489.0 (4B): 476.0 D2 491.0 (5B): 474.0 D2 489.0
机译:设置有沿长度方向延伸并通过多个壁构成壁的帽形钢板桩1,其中:帽形钢板桩1的宽度方向上每1m长度的十字之间的关系。从帽子的长度方向看,在俯视图中宽度方向上延伸的重心线M的横截面中心的横截面面积A(cm2 / m)和横截面面积I的第二秒矩(cm4 / m)。形钢板桩1满足式(1);式(2A)和式(2B),式(3A)和式(3B),式(4A)和式(4B),或式(5A)和式(5B)以D1(mm)为满足。平面图上的一对凸缘11中的每个凸缘11的横截面重心线M与延伸线的第一交点P1之间的距离,以及作为横截面中心的第二交点P2之间的距离D2(mm)重力线M的每条线与一对法兰11相交。(1):A <0.00252I + 94.4(2A):262.6

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