PROBLEM TO BE SOLVED: To provide a hat type steel sheet pile advantageous in respect of efficiency in area, obtaining necessary performance in area although the height of one sheet pile is restrained to be rolled by an ordinary manufacturing equipment such as a shape steel mill for rolling a H-shape steel, and substituting a U-shape sheet pile 4W.;SOLUTION: This hat type steel sheet pile has bilaterally asymmetric joint parts 4 at both ends, a center part formed with a web 1 and flanges 2 on both sides thereof into a U-shape. and arm parts 3 supporting the joint parts provided outside thereof. In the hat type steel sheet pile, the total height is 345 mm or less, the effective width is 840 mm or more, the second moment of area is about 45000 cm4/m, the center 5 of figure is located substantially half of the total height, the joint engagement center extension line 7 is positioned within the range of thickness of the arm part, and a projection 6 for horizontally keeping the right and left of an inverted U-shaped attitude is provided on the outward claw side of the joint part.;COPYRIGHT: (C)2008,JPO&INPIT
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机译:解决的问题:提供一种帽子型钢板桩,该钢板桩在面积效率方面是有利的,尽管通过常规的制造设备如型钢轧机限制了一个钢板桩的高度来轧制,但是却获得了必要的面积性能。轧制H型钢,然后代之以U型板桩4W;解决方案:这种帽子型钢板桩在两端具有左右两侧不对称的接头部分4,中心部分形成有腹板1和两侧的法兰2变成U形臂部3支撑设置在其外侧的接合部。在帽式钢板桩中,总高度为345 mm以下,有效宽度为840 mm以上,面积的第二矩约为45000 cm 4 Sup> / m,中心点5该图的位置大致位于总高度的一半,关节接合中心延长线7位于臂部的厚度范围内,并且在水平方向上设置有用于左右保持倒U形姿势的突起6。关节部分的向外爪侧。;版权所有:(C)2008,JPO&INPIT
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