Micropore pile with inner-wall supporting structure

Abstract

The invention discloses a micropore pile with an inner-wall supporting structure. The micropore pile with the inner-wall supporting structure comprises a base. A supporting bracket is fixedly connected to the top end of the base. Pressure-bearing blocks are fixedly connected inside the supporting bracket. According to the micropore pile with the inner-wall supporting structure, the design is reasonable, and the use is convenient. The supporting bracket, a protection layer, the pressure-bearing blocks and supporting rods are arranged; the corrosion resistant and rust resistant roles and the like can be effectively played conveniently through the protection layer on the surface of the supporting bracket; the service life of the supporting bracket is prolonged; austenite steel texture is adopted by the pressure-bearing blocks, and the effect of bearing pressure can be effectively produced; the supporting role of a top pile is played through the supporting rods; a limiting groove, locatingrods and a limiting frame are arranged, the top pile can be connected with the supporting bracket in a concave-convex manner through the limiting groove, and the roles of supporting and limiting areeffectively played; the top pile can be fixed and limited through the locating rods and the limiting frame, and positional deviation between the top pile and the supporting bracket is prevented from being generated. The micropore pile with the inner-wall supporting structure is simple, convenient and suitable to be popularized extensively.

Description

technical field [0001] The invention relates to the technical field of hole pile support devices, in particular to a micro hole pile with an inner wall support structure. Background technique [0002] Hole piles are excavated holes manually or mechanically. Manually dug hole piles, engineering term, are reinforced concrete piles that are excavated manually and cast on site. Manually dug hole piles are generally thicker in diameter, and the thinnest is more than 800mm. , can bear the main body of the structure with fewer floors and greater pressure, and is widely used. Artificially dug holes are piles that are made by manually digging holes, then placed steel cages, and poured concrete. For micro holes For piles, its diameter is generally between 10 and 30 cm, and its internal support is very important, but the inner wall of the current micro-hole pile generally does not have the effect of supporting pressure, making the internal support of the micro-hole pile extremely unsta...

AI Technical Summary

Problems solved by technology

[0002] Hole piles are excavated holes manually or mechanically. Manually dug hole piles, engineering term, are reinforced concrete piles that are excavated manually and cast on site. Manually dug hole piles are generally thicker in diameter, and the thinnest is more than 800mm. , can bear the main body of the structure with fewer floors and greater pressure, and is widely used. Artificially dug holes are piles that are made by manually digging holes, then placed steel cages, and poured concrete. For micro holes For piles, its diameter is generally between 10 and 30 cm, and its internal support is very important, but the inner wall of the current micro-hole pile generally does not have the effect of supporting pressure, making the internal support of the micro-hole pile extremely unstable

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