隧道喷射混凝土浸出物对工程排水水质的影响规律
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作者:
作者单位:

1.西南交通大学 环境科学与工程学院,成都 611756;2.中铁二院工程集团有限责任公司,成都 610031

作者简介:

罗鹤松(1998- ),男,主要从事水污染控制研究,E-mail:l2365482116@163.com。
LUO Hesong (1998- ), main research interest: water pollution abatement, E-mail: l2365482116@163.com.

通讯作者:

王东梅(通信作者),女,博士,E-mail:dongmeiwang@swjtu.edu.cn。

中图分类号:

X703.1

基金项目:

国家自然科学基金(22176154);四川省自然科学基金(2022YFS0502)


Influence of leaching substances from tunnel shotcrete on water quality
Author:
Affiliation:

1.School of Environmental Science and Engineering, Southwest Jiaotong University, Chengdu 611756, P. R. China;2.China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, P. R. China

Fund Project:

National Natural Science Foundation of China (No. 22176154); Natural Science Foundation of Sichuan (No. 2022YFS0502)

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    摘要:

    排水清污分流是减少隧道施工污水排放的重要措施。隧道喷射混凝土在未稳定前的浸出物质会影响排水水质,研究其稳定过程中浸出物对水质的影响规律对实现清污分流的精准实施具有重要意义。通过静态及动态试验对混凝土浸出物组分及浸出规律进行系统研究,静态试验结果表明:与新浇筑混凝土接触后,水体中碱性物质的大量释放导致水质pH值迅速上升,是影响水质的重要污染因子;动态试验结果表明:混凝土养护时间、水固比(L/S)、混凝土与水体的接触面积等均对接触水样的水质有影响。混凝土养护时间小于3 d时,其内部的Ca(OH)2晶体未被C-S-H凝胶固化,容易持续析出,导致接触水样pH值超标;随着养护时间的增加,碱性物质的浸出率大幅降低,当养护时间达28 d时,浸出液的pH值降至9以下,可以满足污水综合排放要求。L/S较低时,浸出物质对水样的pH值和碱度影响较大,当L/S超过40∶1时,浸出物质对水样水质影响不显著。与水样的接触面积越大,混凝土中的碱性物质更易溶解析出,对水质的pH值和碱度影响更为显著。

    Abstract:

    Water-sewage diversion of tunnel construction drainage is an important engineering technique to reduce tunnel construction sewage discharge. However, the leaching substances of unstable tunnel shotcrete can affect the drainage water quality. Therefore, the study of the influence of leaching substances on the water quality during the stabilization process of shotcrete is of great significance for the precise implementation of wastewater separation technology. The static and dynamic experimental methods have been applied to the systematic study of the pollution indicators and leaching laws of shotcrete. The static experimental results show that when water comes into contact with newly poured concrete, the large release of alkaline substances can lead to a rapid increase in the pH of the water, becoming an important pollution factor affecting the water quality. The dynamic experimental results show that the curing time of concrete, the ratio of water to concrete (the volume-to-volume ratio of water sample to concrete, L/S), and the contact area between concrete and water all affect the water quality. When the curing time of the concrete is less than three days, the calcium hydroxide crystal inside the concrete is not solidified by the C-S-H gel, which is easy to continue to precipitate, leading to the pH of the contact water sample exceeding the standard. With the increase of curing time, the leaching alkaline substances decrease significantly. When the maintenance time reaches 28 days, the pH of the leaching solution drops below 9, which can meet the requirements of comprehensive wastewater discharge. When the L/S ratio is low, the leaching substance has a significant impact on the pH and alkalinity of the water sample. When the L/S ratio exceeds 40∶1, the leaching substance has no significant impact on the water quality of the water sample. The larger the contact area between the concrete and water samples, the easier it is for alkalis in the concrete to dissolve and precipitate, and the more significant the impact on the pH and alkalinity of the water quality.

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罗鹤松,孟凡强,龚勋,李传松,代劲松,王东梅,龚正君.隧道喷射混凝土浸出物对工程排水水质的影响规律[J].土木与环境工程学报(中英文),2025,47(4):226-233. LUO Hesong, MENG Fanqiang, GONG Xun, LI Chuansong, DAI Jinsong, WANG Dongmei, GONG Zhengjun. Influence of leaching substances from tunnel shotcrete on water quality[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2025,47(4):226-233.10.11835/j. issn.2096-6717.2024.026

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  • 收稿日期:2024-02-18
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  • 在线发布日期: 2025-07-17
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