Large deepwater foundation single-wall steel cover box cofferdam construction method
A deep-water foundation, steel-jacketed box technology
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[0021] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention.
[0022] refer to Figure 1-3 , a large-scale deep-water foundation single-wall steel box cofferdam construction method, including the following steps:
[0023] S1: The steel casing cofferdam of the main pier adopts a single-wall structure, and the cap of the main pier is arranged to be constructed during the dry season of the Xinjiang River. Based on the analysis of hydrological data, the water level of the Yellow Sea elevation in the dry season is positive 24.0 meters, and the water level of the cofferdam is positive 24.20 meters. The wave height is considered to be 0.30 meters, that is, the elevation of the cofferdam top is 24.50 meters, the elevation of the bottom ...
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