The invention pertains to fabrication of gravity-based structures (GBS) and can be used as part of development of various kinds of near-
shore and offshore production (including
natural gas liquefaction,
ammonia,
methanol,
hydrogen production, and power generation), transportation,
transshipment, and storage facilities. The GBS production method is as follows: a reinforcement cage is assembled for a rectangular base slab, formwork is installed and the base slab is then concreted. As separate sections of the base slab are concreted, reinforcement cages for inner and outer walls are assembled and concreted by slipforming. As separate wall sections are concreted, a reinforcement cage for a top slab is assembled, formwork is installed and then the top slab is concreted and the top slab and base slab, as well as inner and outer walls are post-tensioned with reinforcement strands. The feature of the method is that GBS is fabricated, including a central part and protruding part that have a
common base slab. The inner and outer walls as well as the top slab are concreted for the central part of GBS, that takes form of a rectangular
prism. As separate sections of outer walls of the central part are concreted, a reinforcement cage is assembled, formwork is installed and concreting is performed for inner and outer walls of the GBS protruding part, the outer walls of which are made along the perimeter of the base slab, and at the same time the height of the outer walls of the protruding part is lower than the height of the outer walls of the central part. As separate wall sections of the protruding part are concreted, a reinforcement cage is assembled and formwork is installed for a top slab of the protruding part and then concreted. The base and top slabs of the central part, as well as the inner and outer walls of the central part and protruding part are post-tensioned as the top slabs of the central part and protruding part are concreted and the concrete of the post-tensioned structures is cured. A protruding part adds to
buoyancy of the GBS and the entire structure, as well as reduces its submersion during transportation to an installation site.