High pile cap type seawall

Abstract

The invention discloses a high pile cap type seawall. The high pile cap type seawall comprises an upper structure and a pile foundation, the two ends of the upper structure are connected with a land area and a bridge respectively, the pile foundation comprises a plurality of bearing force piles, the bearing force piles are connected to the foundation in an inserted mode, the upper ends of the bearing force piles are fixedly connected with the upper structure, and the bearing force piles are distributed in the extending direction of the upper structure in an array mode. The invention provides the high pile cap type seawall suitable for various foundations. A cofferdam structure does not need to be arranged, so that the engineering cost and the process complexity are reduced; according to a high pile cap, the two ends of the upper structure in the seawall are connected with the land area and the bridge respectively and can further serve as an approach bridge; and the upper structure and the pile foundation can be constructed on the water, the high pile cap type seawall can be suitable for various foundations, upper loads are borne through the pile foundation, and structure settlement can be well controlled.

Description

technical field [0001] The invention relates to a high pile cap type seawall. Background technique [0002] There will be multiple semi-enclosed waters between the petal-shaped islands. Due to the strong winds and waves in the outer sea and the turbulent water flow, in order to facilitate the development of the internal waters and surrounding areas, it is necessary to build seawalls between the "petals" and improve the "petals" by reducing the entrance. At the same time, in order to improve regional quality, promote regional economic development, and meet the traffic needs between islands, the seawall also needs to take into account the function of approach bridges. At present, the structural types of seawall mainly include slope type and vertical type. The section of slope type seawall structure is generally trapezoidal, and the body of the embankment is composed of natural stones and artificial blocks; The wall surface, which can also be used as an approach bridge, includ...

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide a high pile cap type seawall in order to overcome the defects of cracks on the bridge deck and uneven bridge decks in the prior art.

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