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1.
公开(公告)号:US5228806A
公开(公告)日:1993-07-20
申请号:US701170
申请日:1991-05-17
摘要: A gravity pile for platform foundations is described which comprises a series of pile sections made from two concentric tubes the annular space between which is filled with an elevated specific weight composition such as mortar or hematite. Individual pile sections can be joined together by means of tubular connecting rings welded to the ends of the sections and welded or screwed to each other. The uppermost section of the pile may be provided by a tubular support ring provided with a peripheral load bearing flange for simple direct contact support of the template designed to receive the tethers of the platform. A process is also described for installing the pile in which the pile penetrates the sea bed under its own weight and penetration is then complements by conventional undersea pile driving or preferably by jetting the interior of the pile using the drilling string of the rig. Further weight may be provide by adding cement to the interior of the pile using the same drilling line.
摘要翻译: 描述了用于平台基座的重力桩,其包括由两个同心管制成的一系列桩部分,其间填充有诸如砂浆或赤铁矿的高比重重量组成的环形空间。 单个桩部分可以通过焊接到部分的端部并且彼此焊接或拧紧的管状连接环连接在一起。 桩的最上部分可以由设置有外围承载法兰的管状支撑环提供,用于为设计成接收平台的系绳的模板的简单的直接接触支撑。 还描述了一种安装桩,其中桩在其自身重量下穿过海床,并且穿透通过传统的海底打桩驱动来补充,或者优选地通过使用钻机的钻柱喷射桩的内部。 可以通过使用相同的钻井线将水泥添加到桩的内部来提供进一步的重量。