Full prestressed concrete integrated root solid square pile with steel pile tip and manufacturing method thereof

Abstract

The invention discloses a full prestressed concrete integrated root solid square pile with a steel pile tip and a manufacturing method thereof, relating to the field of building material construction. The full prestressed concrete integrated root solid square pile with the steel pile tip comprises the pile tip, a pile body and a pile cap, wherein the pile body is formed by spirally winding a prestress main bar through a hooping; the hooping is strapped and connected with the main bar in the crossing position; the pile tip is inserted into the pile body through a pile tip anchor bar; the pile tip anchor bar is strapped and connected with the hooping in the crossing position; the pile cap is inserted into the pile body through a pile cap anchor bar; the pile cap anchor bar is strapped and connected with the hooping in the crossing position; and the integrated pouring of the full prestressed concrete integrated root solid square pile with the steel pile tip is realized by utilizing concrete. According to the full prestressed concrete integrated root solid square pile with a steel pile tip and the manufacturing method thereof, the integrated design, the integrated pouring and the one-step molding of the pile body, the pile cap and the pile tip are utilized; the pile tip is inserted into the pile body through the pile tip anchor bar; the industrial production of the square pile can be realized by utilizing the manufacturing method; the production industrialization of the square pile can be easily realized; and the manual work is saved.

Description

technical field [0001] The invention relates to the field of construction of building materials, in particular to a steel pile tip fully prestressed concrete whole solid square pile and a processing method thereof. Background technique [0002] In the design of pile foundation, ordinary reinforced concrete piles cannot withstand 4-5N / mm 2 Tensile stress, under normal construction conditions, pile body cracks appear during stacking, hoisting, transportation, and pile sinking. For slender piles, cracks are more serious. This is a major technical problem, and the original technological conditions cannot be overcome, which limits the use of piles. When the pile is underground, water seepage from cracks and erosion of harmful substances will inevitably affect its durability. Therefore, although ordinary reinforced concrete piles are designed with a large number of steel bars to limit the production length and section size (6-8m, 300-500mm) of the pile, it is still difficult to...

AI Technical Summary

Problems solved by technology

The production process of the above-mentioned concrete piles is complex and ancient, and the production of steel cages is time-consuming and labor-intensive, with high labor intensity, low wages, and poor quality, which increase the production cost of concrete piles

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