长沙理工大学学报(自然科学版)
掺废线路板非金属材料水泥稳定碎石抗温湿性能试验研究
作者:
作者单位:

(1.长沙理工大学 特殊环境道路工程湖南省重点实验室,湖南 长沙 410114;2.清远市金运再生资源有限公司,广东 清远 511517)

作者简介:

通讯作者:

郭光辉(1962—)(ORCID:0009-0000-7120-6856),男,工程师,主要从事材料工程、固废资源化利用等方面的研究。E-mail:13922605607@139.com

中图分类号:

U416

基金项目:

国家重点研发计划项目(2021YFB2601000);湖南省研究生科研创新项目(CLSJCX22013)


Experimental study on temperature and humidity resistance of cement stabilized crushed stone mixed with non-metallic materials recycled from waste printed circuit boards
Author:
Affiliation:

(1. Key Laboratory of Special Environment Road Engineering of Hunan Province,Changsha University of Science & Technology, Changsha 410114, China; 2. Qingyuan Jinyun Renewable Resources Co., Ltd., Qingyuan 511517, China)

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    摘要:

    【目的】为缓解修筑水泥稳定碎石基层对天然细集料的需求,并解决废线路板非金属材料难以处理的问题。【方法】采用废线路板非金属材料(non-metallic materials recycled from waste printed circuit boards,NWPCB)等体积代替水泥稳定碎石中粒径为0~0.075 mm和0.6~1.18 mm的细集料,并掺入丁苯乳液以优化NWPCB-水泥稳定碎石的性能。通过干缩试验、温缩试验、冻融循环试验和干湿循环试验,分析NWPCB的掺入对水泥稳定碎石抵抗温湿作用损坏能力的影响,并研究丁苯乳液改性NWPCB-水泥稳定碎石的效果。【结果】NWPCB-水泥稳定碎石的平均干缩系数较普通水泥稳定碎石的增加了5.4%,平均温缩系数较普通水泥稳定碎石的减小了4.8%,但是经过冻融循环和干湿循环后,两者的28 d无侧限抗压强度残留值均高于90%。此外,经丁苯乳液改性的NWPCB-水泥稳定碎石较未改性的NWPCB-水泥稳定碎石具有更好的抗温湿性能。【结论】掺入NWPCB的水泥稳定碎石仍具有较好的抗温湿性能,且丁苯乳液能起到优化作用。

    Abstract:

    [Purposes] The study aims to alleviate the demand of natural fine aggregate for cement stabilized macadamia base, the problem of waste circuit board non-metallic materials being difficult to deal with was solved. [Methods] Non-metallic materials recycled from waste printed circuit Boards (NWPCB) was substituted by equal volume for fine aggregates of 0~0.075 mm and 0.6~1.18 mm in cement stabilized macadam, and styrene butadiene emulsion was added to optimize the performance of NWPCB-cement stabilized macadam. Through dry shrinkage test, temperature shrinkage test, freeze-thaw cycle test and dry-wet cycle test, the influence of NWPCB incorporation on the damage resistance of cement stabilized macadamia was studied, and the effect of styrene butadiene emulsion modified NWPCB cement stabilized macadamia was proved. [Findings] The average shrinkage coefficient of NWPCB-cement stabilized crushed stone is 5.4% larger than that of conventional cement stabilized crushed stone, and the average shrinkage coefficient of NWPCB-cement stabilized crushed stone is 4.8% lower than that of ordinary cement stabilized crushed stone. After freeze-thaw cycle and dry-wet cycle, the residual value of 28 d unconfined compressive strength of NWPCB-cement stabilized crushed stone is above 90%. The above indexes of the NWPCB-cement stabilized crushed stone modified by butadiene emulsion are better than those of the unmodified NWPCBvcement stabilized crushed stone. [Conclusions] Cement stabilized crushed stone mixed with NWPCB still has good temperature and humidity resistance, and butadiene emulsion can play an optimization role.

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引用本文

张恩源,郭光辉,李盛.掺废线路板非金属材料水泥稳定碎石抗温湿性能试验研究[J].长沙理工大学学报(自然科学版),2023,20(6):39-48.
ZHANG Enyuan, GUO Guanghui, LI Sheng. Experimental study on temperature and humidity resistance of cement stabilized crushed stone mixed with non-metallic materials recycled from waste printed circuit boards[J]. Journal of Changsha University of Science & Technology (Natural Science),2023,20(6):39-48.

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  • 收稿日期:2022-12-19
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  • 在线发布日期: 2024-01-17
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