首页> 外国专利> Method for manufacturing a gravity based foundation for an offshore installation, and gravity based foundation.

Method for manufacturing a gravity based foundation for an offshore installation, and gravity based foundation.

机译:用于海上设施的基于重力的地基的制造方法以及基于重力的地基。

摘要

The invention concerns a gravity based foundation for an offshore installation and a method of its manufacturing. The foundation comprises a caisson of concrete and a hollow shaft. The 5 caisson has a bottom slab, a roof and a side wall extending between the bottom slab and the roof. The caisson is of hollow construction. The roof having a passage for the shaft, the shaft extending with its lower part through the passage into the caisson and is supported on a shaft support provided on the slab. The shaft support has embedded tensioning bars vertically projecting from the upper side of the shaft support. The shaft has a flange at its lower part, 10 which is provided with passages. The shaft is mounted on the shaft support by means of the tensioning bars extending through the bolt passages. The method comprises the steps: — providing a concrete bottom slab, — providing a full-length formwork defining at least part of the shaft support and having a vertical length corresponding to the vertical length of the shaft support, and arranging 15 the full-length formwork onto the bottom slab, — providing a slip formwork defining the side wall and having a vertical height smaller than the vertical length of the full-length formwork, and arranging the slip formwork onto the bottom slab, — providing the tensioning bars and mounting the tensioning bars in a fixed position to 20 the full-length formwork, and — concrete pouring of the side wall and shaft support while raising the slip formwork.
机译:本发明涉及一种用于海上设施的基于重力的地基及其制造方法。基础包括混凝土沉箱和空心轴。 5个沉箱具有一个底部平板,一个屋顶和一个在底部平板和屋顶之间延伸的侧壁。沉箱为空心结构。顶板具有用于竖井的通道,竖井的下部通过该通道延伸到沉箱中,并且支撑在设置在平板上的竖井支架上。轴支撑具有从轴支撑的上侧垂直突出的嵌入式张紧杆。轴在其下部10具有凸缘,该凸缘设有通道。轴通过穿过螺栓通道的张紧杆安装在轴支撑上。该方法包括以下步骤:-提供混凝土底板;-提供全长模板,该模板限定竖井支撑的至少一部分,并具有与竖井支撑的垂直长度相对应的竖向长度,并且将全长布置15模板到底部平板上,—提供限定侧壁并具有小于全长模板的垂直长度的垂直高度的滑动模板,并将滑动模板布置到底部板上,—提供张紧杆并安装在固定位置将钢筋张紧至全长模板的20,以及-在浇筑滑模的同时,浇筑侧壁和井壁的混凝土。

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