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A pile-supported reinforced embankment based on waste tires and its working method

A technology of waste tires and reinforced embankments, which is applied in the fields of infrastructure engineering, soil protection, construction, etc., can solve the problem that the high load-bearing characteristics of rigid piles are not fully utilized, the soil arch effect and reinforcement effect are not fully exerted, and soft soil Solve problems such as slow drainage and consolidation of the foundation, and achieve the effects of high load sharing efficiency, high load-bearing characteristics, and reduced post-construction settlement

Active Publication Date: 2022-02-18
JINLING INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The differential settlement of pile-soil in the area near the pile top is an important prerequisite for the pile-supported reinforced embankment to exert the "soil arch effect" and "reinforcement effect". A sufficient amount of pile-soil differential settlement is produced, and the pile-supported reinforced embankment has the following disadvantages: (1) The utilization rate of the rigid pile bearing capacity in the initial stage of embankment filling is low, and the embankment filling period is long; (2) The total pile-soil differential settlement The amount is too small, the soil arch effect and reinforcement effect are not fully exerted, and the high load-bearing characteristics of rigid piles are not fully exerted

Method used

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  • A pile-supported reinforced embankment based on waste tires and its working method
  • A pile-supported reinforced embankment based on waste tires and its working method
  • A pile-supported reinforced embankment based on waste tires and its working method

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Embodiment Construction

[0032] Embodiments of the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0033] like figure 1 As shown, the present invention is a pile-supported reinforced embankment based on waste tires, including several rigid piles 1, the lower end of each rigid pile 1 is inserted into the soft ground 2, and the upper end of the rigid pile 1 is nested with waste tires 5. The lower end of the lower waste tire 5 wraps the side wall of the rigid pile 1, and the top surface of the lower waste tire 5 is flush with the top surface of the rigid pile 1. The upper end of the lower waste tire 5 is stacked with the upper waste tire 6, and the upper waste tire 6 Concrete is poured inside the lower waste tire 5 , so that the upper waste tire 6 , the lower waste tire 5 and the rigid pile 1 are firmly connected into one body.

[0034] Wherein, the inner diameter of the lower waste tire 5 is greater than the outer diameter of the rigid pile 1...

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Abstract

The invention discloses a pile-supported reinforced embankment based on waste tires, which includes several rigid piles, the lower end of each rigid pile is inserted into the soft soil foundation, the upper end of the rigid piles is nested with waste tires, and the lower end of the rigid piles is inserted into the soft ground. The lower end of the waste tire wraps the side wall of the rigid pile, and the upper waste tire is stacked on the upper end of the lower waste tire, and concrete is poured inside the upper waste tire and the lower waste tire, so that the upper waste tire, the lower waste tire and the rigid pile are firmly connected In one piece, drainage filler is arranged between the upper waste tire and the lower waste tire on adjacent rigid piles, and mixed filler is laid above the upper waste tire. The invention helps to quickly form a pile-soil settlement difference in the area near the pile top under the action of the overlying load, and then quickly exerts the soil arch effect and the reinforcement effect, and quickly exerts the high load-bearing characteristics of the rigid pile, and the subgrade has good water permeability, which is convenient The dissipation of excess static pore water pressure during construction is beneficial to foundation stability during construction.

Description

technical field [0001] The invention belongs to the technical field of geotechnical engineering foundation treatment, and in particular relates to a pile-supported reinforced embankment based on waste tires and a working method thereof. Background technique [0002] Proper disposal of waste is related to the sustainable development of society and is a key link in the field of environmental protection. Scrap tires are called "black pollution". The output of waste tires in my country is huge, and it is increasing year by year. The ensuing environmental pollution problems are also becoming more and more serious. At present, the commonly used waste tire treatment methods include incineration, retreading, secondary treatment and reuse, etc., but compared with the output of waste tires, the overall utilization rate is still low, and the pressure on environmental protection remains high. [0003] Pile-supported reinforced embankments are widely used in soft soil foundation treatme...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/08E02D3/10
CPCE02D3/08E02D3/10
Inventor 姜彦彬薛涛王艳芳樊文虎刘聃姜昊天金辰华
Owner JINLING INST OF TECH
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