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Method for establishing a foundation in a seabed for an offshore facility and the foundation according to the method

机译:在近海设施的海床中建立地基的方法以及根据该方法的地基

摘要

A foundation according to the invention for offshore facilities, preferably at shallow depths, has a substantially bell-shaped bottom part (1) of steel plate with a central cavity (21) and peripheral pressure tight chambers (25) which are separated by bulk-heads (23). The foundation is brought down into seabed or lake bottom (10) consisting of sand. After placing on the bed, according to the invention there is created underpressure in the chambers (25) so that a water current occurs through the bed layer around lower rims (17, 19) of the bottom part. Thereby the bed material is fluidised under the rims (17, 19), and the foundation sinks down into the bed by its dead load. The fluidization may be varied along different parts of the rims (17, 19) by providing different pressures in different chambers (25) whereby the foundation may be righted during the bringing down and thereby compensate for uneven bed etc. By the invention, the use of heavy concrete caissons may be avoided, and allowance is made for environmental demands regarding removal of the foundations after use as the foundation according to the invention weighs considerably less and is easier to remove.
机译:根据本发明的用于海上设施的基础,优选地在浅深度处,具有钢板的大致钟形的底部部分(1),该钢板的底部部分(1)具有中心空腔(21)和外围的压力密闭室(25),这些腔室通过大体积隔离。头(23)。将基础放到由沙子组成的海底或湖底(10)中。在放置在床上之后,根据本发明,在腔室(25)中产生负压,使得水流通过底部周围的下部边缘(17、19)的床层产生。因此,床层材料在轮缘(17、19)下流化,地基因其自重而向下沉入床层。通过在不同的腔室(25)中提供不同的压力,可以沿着轮缘(17、19)的不同部分改变流化,由此可以在放下过程中对基础进行矫正,从而补偿不平坦的床等。可以避免沉重的混凝土沉箱的使用,并且由于使用本发明的地基重量轻得多且更容易移除,因此在使用后考虑到有关移除地基的环境要求。

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