Wall pile frame structure

Abstract

The invention relates to a wall pile frame structure. The wall pile frame structure is characterized by comprising a frame and a wall pile. A plurality of wall pile holes are formed in a front end beam of the frame and a rear end beam of the frame; the wall pile penetrates through the wall pile hole; the frame is placed on the upper portion of the wall pile; backfill materials are arranged in the frame. The wall pile frame structure has the advantages that the wall pile frame structure is adopted by a hydraulic structure, has the advantages of a traditional pile-type structure which is strong in foundation adaptability, high in construction member prefabricating degree and easy and convenient to construct, and overcomes the defects that the pile-type structure is poor in durability and low in bearing capability. Compared with a gravity-type structure, the wall pile frame structure has the advantages of being strong in foundation adaptability. Compared with a slope-type structure, the wall pile frame structure in small in sand and gravel use amount, is particularly suitable for coastal sludge foundation costs in China such as Tianjin and Shanghai regions, and can serve as main structures of breakwater, cofferdam, dock and shore protection engineering.

Description

technical field [0001] The invention belongs to hydraulic structures, in particular to a wall pile frame structure suitable for breakwaters, enclosures, wharfs and bank revetments. Background technique [0002] The main characteristics of hydraulic structures are that they are restricted by natural conditions, the working conditions are complicated, and the construction is difficult. Therefore, the choice of its structural form must not only meet the requirements of the project, but also consider the applicability of the project site environment and the convenience of construction. sex and economy. Traditional hydraulic structures have the advantages of good structural reliability and mature construction technology, but there are many limiting factors in their actual use. [0003] At present, the traditional structural forms of hydraulic structures mainly include: slope type, pile type and gravity type. [0004] The slope structure type has lower requirements on the bearin...

AI Technical Summary

Problems solved by technology

The disadvantage of this structure is that the amount of sand and gravel materials is large, the structure is heavy, and the requirements for foundation conditions are high.

[0007] At present, hydraulic structures are gradually developing towards large-scale and deep-water structures. The site conditions are becoming more and more complex, and the construction difficulty is increasing. The traditional structural form can no longer meet the engineering requirements.

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