长江科学院院报 ›› 2021, Vol. 38 ›› Issue (9): 92-96.DOI: 10.11988/ckyyb.20200648

• 岩土工程 • 上一篇    下一篇

建筑垃圾骨料浸出重金属对环境影响研究

李丽华1, 刘佳蓓1,2, 肖衡林1, 裴尧尧1, 徐维生1   

  1. 1.湖北工业大学 土木建筑与环境学院,武汉 430068;
    2.中铁十一局西安建设有限公司,西安 710000
  • 收稿日期:2020-07-01 修回日期:2020-11-10 出版日期:2021-09-01 发布日期:2021-09-01
  • 作者简介:李丽华(1978-),女,湖北孝感人,教授,博士后,主要研究方向为加筋土、环境岩土工程。E-mail:lilihua466@163.com
  • 基金资助:
    国家自然科学基金项目(51778217);湖北省中央引导地方科技发展专项(2019ZYYD053);武汉市应用基础前沿专项(2020020601012278);湖北省创新群体项目(2020CFA046)

Environmental Impact of Heavy Metal Leaching from Construction and Demolition Waste Aggregates

LI Li-hua1, LIU Jia-bei1,2, XIAO Heng-lin1, PEI Yao-yao1, XU Wei-sheng1   

  1. 1. College of Civil Engineering and Environment, Hubei University of Technology, Wuhan 430068, China;
    2. Xi'an Construction Branch, China Railway 11 Bureau Group Co., Ltd., Xi'an 710000, China
  • Received:2020-07-01 Revised:2020-11-10 Published:2021-09-01 Online:2021-09-01

摘要: 为了探究建筑垃圾骨料作为渗透性路面底基层替代材料的适用性,必须考虑建筑垃圾对地下水的污染问题。选取2种常见的建筑垃圾再生骨料:再生砖骨料(CB)和再生混凝土骨料(RCA),探究其浸出重金属浓度含量及其污染物的释放特征及规律,分析建筑垃圾试样配比、液固比、pH 值等因素对重金属浓度的影响。结果表明:在纯砖块条件下时,重金属Cd、Cu、Ni和Zn含量最小;在纯混凝土条件下时,重金属Cr和Pb含量最小。Cd和Zn的含量随着液固比的变化上下起伏不大,浸出浓度基本保持不变,可见Cd和Zn达到了溶解平衡;Cr和Pb的浸出率随着液固比的增加而增加,浸出量也在不断增加;Cu和Ni的浸出率随着液固比的增加而减小。Cd、Ni和Pb在不同pH值时的浸出浓度随时间变化趋势也基本相似,随着pH值的升高,Cd、Ni和Pb的平衡浓度降低;Cr的浸出浓度与pH值的增高呈正相关;Cu和Zn具有两性浸出,形成U形曲线,在极端的酸性和碱性pH值时浓度升高。建筑垃圾再生骨料浸出后的重金属浓度低于我国相关标准,可作为路面填料。

关键词: 建筑垃圾, 环境污染, 再生骨料, 路面填料, 重金属

Abstract: The pollution of construction and demolition waste (C & DW) to groundwater must be considered in exploring the applicability of C & DW aggregates as an alternative material for permeable pavement subbases. In this paper, two common C & DW recycled aggregates, namely, recycled brick aggregate (CB) and recycled concrete aggregate (RCA), were selected as research objects. The concentration of leached heavy metals and the release characteristics and rules of contaminants were examined, and the influences of factors such as mix ratio, liquid-solid ratio, pH value and others on the leached concentration of heavy metals were analyzed. Results demonstrated that in pure brick environment, the leached concentration of Cd, Cu, Ni, and Zn hit the lowest, while in pure concrete environment, the leached concentration of Cr and Pb minimized. As liquid-solid ratio varied, the leached concentration of Cd and Zn barely changed, implying that Cd and Zn reached equilibrium. With the rising of liquid-solid ratio, the leaching rate and volume of Cr and Pb both increased, whereas the leaching rate of Cu and Ni dropped. At different pH values, the trends of leached concentration of Cd, Ni, and Pb varying with time were similar in general: with the rising of pH value, the balanced concentration reduced. The leached concentration of Cr displayed a positive relation with pH value. The leached concentration of Cu and Zn surged at extreme pH values, presenting a U-shaped curve. In conclusion, C & DW recycled aggregates can be used as pavement filler as the concentration of heavy metals after leaching meets China's relevant specifications.

Key words: construction and demolition waste, environment pollution, recycled aggregate, pavement filler, heavy metals

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