Building tubular pile based on wet land and preparation method thereof

Abstract

The invention discloses a construction pipe pile based on a wet land and a preparation method thereof. The building tubular pile based on the wet land comprises a tubular pile body, tubular pile endsare fixedly installed at the top end and the bottom end of the tubular pile body correspondingly, tubular pile connecting ribs are evenly embedded in the top end of the upper tubular pile end, tubularpile connecting grooves are evenly formed in the bottom end of the lower tubular pile end, a steel reinforcement cage is installed in the inner part of the pipe pile body in an embedded mode, and reinforcing ribs are evenly embedded in positions, corresponding to inner sides of steel reinforcement cages, in the inner part of the pipe pile body. According to the construction pipe pile based on thewet land and the preparation method thereof, the construction pipe pile based on the wet land is scientific and reasonable in structure and safe and convenient to use, through the arranged reinforcing ribs, the overall strength of the pipe pile body can be improved, the waterproof performance of the pipe pile body can be improved, the applicability of the pipe pile body is improved; and through the arrangement of a collecting baffle plate, a conduction cavity, a driving shaft and a spiral conveying blade, rapidly collecting concrete overflowing in the pouring process can be carried out, so that the collecting efficiency of the overflowing concrete is improved, and waste of concrete resources is reduced.

Description

technical field [0001] The invention relates to the technical field of construction, in particular to a construction pipe pile based on wet soil and a preparation method thereof. Background technique [0002] For large-scale modern foundation operations such as high-speed rail, bridges, docks, high-rise buildings, etc., the pile diameter has become a trend. The existing large-scale pile construction methods include cast-in-situ piles and prefabricated piles. The cast-in-place piles are directly drilled on the designed pile positions. , its cross-section is circular, and after the hole is formed, a steel cage is placed in the hole and concrete is poured into it. Stress pipe piles, steel piles, etc., use pile sinking equipment to drive, press or vibrate the piles into the soil; [0003] At present, when the existing pipe piles on the market are used, the adaptability of the pipe piles is poor when used in wet land, and when the pipe piles are prepared and concrete is poured, ...

AI Technical Summary

Problems solved by technology

[0004] The present invention provides a technical solution, which can effectively solve the problem that the pipe piles have poor adaptability when used in wet land, and when the pipe piles are prepared and

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