Waste tire thin-wall hollow pile for treating soft foundation and construction method thereof

Abstract

The invention discloses a waste tire thin-wall hollow pile for treating soft foundation and a construction method thereof. The waste tire thin-wall hollow pile for treating the soft foundation comprises a hollow pile and a soft foundation; the hollow pile is pressed into the soft foundation through a tire sleeve mold and a piston at intervals; the hollow pile comprises a hollow pile top cover, a waste tire crown and a cement slurry, the waste tire crown is stacked one by one and is fixedly connected with the cement slurry, and a hollow pile top cover is arranged at the top of the hollow pile.The construction method comprises the following steps of prefabricating a geological survey, a crown and a sleeve mold, arranging the tire sleeve mold, pulling out the tire sleeve mold, filling the pile top hollow backfill concrete, and repeating the above steps at intervals of 2 to 4.5m. The waste tires are used as main materials of the hollow pile, compared with a traditional method for treatinga soft soil foundation through steel bars, concrete and other materials, the cost of the engineering material is reduced, and the method has economic and environmental protection benefits.

Description

technical field [0001] The invention relates to the field of soft ground reinforcement, in particular to a thin-walled hollow pile for waste tires for treating soft ground and a construction method thereof. Background technique [0002] Concrete hollow pile, as a commonly used structural form for strengthening building foundation, has strong vitality, and its construction technology has been continuously improved and developed. Traditional methods for dealing with soft ground, such as surcharge preloading (longest cycle), vacuum surcharge preloading (long cycle), electroosmosis (too high cost), etc., can be better to a certain extent Reinforcing the soft ground, but its cost is high, the construction period is long, and the effect is not very prominent, which leads to the low applicability of the project. [0003] When the traditional concrete hollow pile is sunk, the soil around the pile is compacted or squeezed out, causing horizontal displacement or vertical uplift of th...

AI Technical Summary

Problems solved by technology

Traditional methods for dealing with soft ground, such as surcharge preloading (longest cycle), vacuum surcharge preloading (long cycle), electroosmosis (too high cost), etc., can be better to a certain extent Reinforce the soft foundation, but its cost is high, the construction period is long, and the effect is not very outstanding, which leads to the low applicability of the project

[0003] When the traditional concrete hollow pile is sunk, the soil around the pile is compacted or squeezed out, causing horizontal displacement or vertical uplift of the soil, which may cause floating, pile displacement and pile body warping of adjacent piles that have been pressed in Break or affect adjacent buildings, pipelines and roads, etc. The most important thing is that the concrete hollow pile has a long construction period, high cost, and requires a large amount of concrete, as well as a large amount of sand and gravel.

Images