The utility model relates to the technical field of
tower crane foundations, in particular to a
tower crane
underwater foundation, a steel casing is arranged at the upper end of the
tower crane foundation, the lower end of the steel casing is connected with the upper end of the
tower crane foundation through bolts, and a concrete reverse
ridge is arranged on the side edge of the lower end of the steel casing in an attached mode. The concrete reverse
ridge is arranged at the upper end of the
tower crane foundation, meanwhile, a supporting
assembly and a pumping
assembly are arranged in the steel casing, the supporting
assembly is used for supporting the steel casing, and the pumping assembly is used for pumping leaked water in the steel casing. Through the
combined use of the foundation standard knot, the longitudinal stiffening partition plates and the transverse stiffening partition plates, the
structural stability and the
bearing capacity of the steel casing are remarkably improved, stable operation of a
tower crane in an
underwater environment is ensured, meanwhile, the concrete reverse
ridge arranged on the side edge of the lower end of the steel casing effectively resists
water pressure and soil pressure, and the service life of the steel casing is prolonged. Therefore, the risk of water
permeation is reduced, and the
water tightness and the stability of the tower crane foundation are further ensured.