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Formed plastic and particle mixed light-weight earth and production method thereof

A foamed plastic particle, foamed plastic technology, applied in sustainable waste treatment, solid waste management, climate sustainability, etc., can solve difficult problems, uneconomical problems, etc., to reduce processing costs, low construction noise, mechanical good performance

Inactive Publication Date: 2005-02-09
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In addition, many engineering problems such as: the stability and deformation of high-fill subgrades on soft foundations (such as figure 1 , figure 2 ); road damage caused by slope collapse and landslides in mountainous areas (such as image 3 ) and other problems, it is neither economical nor effective to solve the problem only through conventional foundation treatment methods

Method used

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  • Formed plastic and particle mixed light-weight earth and production method thereof
  • Formed plastic and particle mixed light-weight earth and production method thereof
  • Formed plastic and particle mixed light-weight earth and production method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0018] 100Kg of water, EPS particles, and cement, of which

[0019] Sand accounted for 85.96%

[0020] Water accounts for 7.16%

[0021] Cement accounts for 5.16%

[0022] EPS particles (spheres) accounted for 1.72%

[0023] The sandy soil is Guangzhou silt, of which 75% of the particle size is within the range of 0.1-0.01mm; the cement is 32.5# ordinary Portland cement; the EPS is spheres with a particle size of 1-3mm. Cured under standard curing conditions, the wet density of 28 days is 1.1g / cm 3 , Unconfined compressive strength 300kPa.

[0024] Put the above-mentioned sand, water and cement into the mixing processor for mixing and stirring; the foamed plastic (EPS) particles are formed by foaming polystyrene particles in the model, put the foamed plastic particles into the above-mentioned mixing processor and then Mix and stir to make foam plastic particles mixed with light soil. However, it is spread and rolled on the construction site to form lightweight fill. Sin...

Embodiment 2

[0026] A total of 100Kg of dredged silt, waste foam plastic particles, and cement, of which

[0027] Dredging silt accounted for 90.51%

[0028] Cement accounts for 6.70%

[0029] Waste styrofoam particles accounted for 2.79%

[0030] The silt is littoral silt, and the cement is 32.5 # Ordinary Portland cement and waste foam plastic particles are irregular particles with a particle size of 1-4mm. Cured under standard curing conditions, the wet density of 28 days is 0.76g / cm 3 , Unconfined compressive strength 118kPa.

[0031] Put the above-mentioned dredging silt and cement into the mixing processor for mixing and stirring; the preparation of foamed plastic particles is made by foaming polystyrene particles according to the extrusion method, and put the foamed plastic particles into the above-mentioned mixing processor Mix and stir to make foam plastic particles mixed with light soil. The foamed plastic granules prepared by the above method are mixed with lightweight soi...

Embodiment 3

[0033] Take 100Kg of dredged silt, waste foam plastic fragments, cement, and fly ash, of which:

[0034] Dredging silt 90.51%

[0035] Cement 3.35%

[0036] Fly Ash 3.35%

[0037] Waste Styrofoam Fragments 2.79%

[0038] The silt is littoral silt, and the cement is 32.5 # Ordinary Portland cement, fly ash is LIFAC ash (of which fly ash accounts for 66.7%, various calcium-based compounds account for 33.3%), and waste foam plastic fragments are irregular fragments with a particle size of 1-4mm. Cured under standard curing conditions, the wet density of 28 days is 0.72g / cm 3 , Unconfined compressive strength 107kPa. Since fly ash can activate the hydration and hardening reaction of cement when used as an auxiliary curing agent, industrial waste fly ash can replace part of the amount of cement. The use of this composite curing material not only improves the curing effect, but also saves the cost, and achieves the purpose of treating waste with waste. At the same time, dredg...

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Abstract

The foamed plastic particle-soil mixture is produced with the materials including clay, sludge or sandy soil 61-96 wt%, water 1-10 wt%, curing agent 2-20 wt% crushed foamed plastic 1-9 wt%. Its production process includes mixing the first mentioned three kinds of materials and mixing with the last mentioned material. The foamed plastic particle-soil mixture has light and adjustable wet density of 0.5-1.2 g / cu cm and dry density of 0.4-0.8 g / cu cm, and high and adjustable strength of 100-1000 KPa after 28 days. It may be used widely in civil engineering and water engineering. The present invention results in double benefits of utilizing waste and protecting environment.

Description

technical field [0001] The invention relates to a foam that can be used as backfill for road filling, landslide filling, bridge abutment and retaining wall backfill, underground engineering and pipeline engineering, and as a new type of geotechnical material for construction Plastic pellets (EPS) mixed with lightweight soil and other production methods. It belongs to the technical field of civil construction materials. Background technique [0002] In urban construction, water conservancy projects, and marine engineering in China, a large amount of engineering waste soil is produced every year, which not only causes a considerable degree of environmental pollution, but also seriously affects the sustainable development of cities. In civil engineering and water conservancy projects, a large amount of earthwork is required, because earth is the most basic building material in construction engineering. In addition, many engineering problems such as: the stability and deformat...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B14/06C04B14/10C04B16/08C04B18/04C04B28/00
CPCC04B28/001Y02W30/91
Inventor 朱伟姬凤玲魏康林范昭平
Owner HOHAI UNIV