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1. 发明授权

US08678713B2 Hat-type steel sheet pile 有权
标题翻译：帽型钢板桩
公开(公告)号：US08678713B2
公开(公告)日：2014-03-25
申请号：US13560312
申请日：2012-07-27
申请人： Kunihiko Onda , Kenji Kono , Shunsuke Usami
发明人： Kunihiko Onda , Kenji Kono , Shunsuke Usami
IPC分类号： E02D5/04
CPC分类号： E02D5/04
摘要： The present invention provides a hat-type steel sheet pile whose economic efficiency, workability, and integrity are all optimized. In the hat-type steel sheet pile according to the present invention, web portions are continuously formed at both ends of an upper flange portion, and lower flange portions are formed at respective end portions of a pair of web portions. A relationship among geometrical moment of inertia I per 1 m of wall width (cm4/m) when forming a steel sheet pile wall, weight per unit wall area W (kg/m2), penetration resistance R, and web angle θ (°) is set to satisfy one of several expression groups.
摘要翻译：本发明提供一种经济效率，可加工性和完整性全部优化的帽型钢板桩。在本发明的帽型钢板桩中，在上凸缘部的两端连续地形成腹板部，在一对腹板部的各端部形成有下凸缘部。形成钢板桩壁时每1米壁宽（cm4 / m）的几何惯性矩I之间的关系，每单位壁面积W（kg / m 2），穿透阻力R和腹板角度＆amp; （°）被设定为满足几个表达组之一。

2. 发明申请

US20130195561A1 HAT-TYPE STEEL SHEET PILE 有权
标题翻译： HAT型钢板
公开(公告)号：US20130195561A1
公开(公告)日：2013-08-01
申请号：US13560312
申请日：2012-07-27
申请人： Kunihiko Onda , Kenji Kono , Shunsuke Usami
发明人： Kunihiko Onda , Kenji Kono , Shunsuke Usami
IPC分类号： E02D5/04
CPC分类号： E02D5/04
摘要： The present invention provides a hat-type steel sheet pile whose economic efficiency, workability, and integrity are all optimized. In the hat-type steel sheet pile according to the present invention, web portions are continuously formed at both ends of an upper flange portion, and lower flange portions are formed at respective end portions of a pair of web portions. A relationship among geometrical moment of inertia I per 1 m of wall width (cm4/m) when forming a steel sheet pile wall, weight per unit wall area W (kg/m2), penetration resistance R, and web angle θ (°) is set to satisfy one of several expression groups.
摘要翻译：本发明提供一种经济效率，可加工性和完整性全部优化的帽型钢板桩。在本发明的帽型钢板桩中，在上凸缘部的两端连续地形成腹板部，在一对腹板部的各端部形成有下凸缘部。当形成钢板桩壁时，每1m壁宽（cm 4 / m）的几何惯性矩I之间的关系，每单位壁面积的重量W（kg / m 2），穿透阻力R和腹板角度θ（°）被设置为满足几个表达组之一。

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