无机盐工业
主管:中海油天津化工研究设计院有限公司
主办:中海油天津化工研究设计院有限公司
   中海油炼油化工科学研究院(北京)有限公司
   中国化工学会无机酸碱盐专业委员会
ISSN 1006-4990 CN 12-1069/TQ

无机盐工业 ›› 2024, Vol. 56 ›› Issue (4): 90-97.doi: 10.19964/j.issn.1006-4990.2023-0354

• 环境·健康·安全 • 上一篇    下一篇

典型硫酸盐固废复合胶凝材料制备与微观特性研究

余舟1(), 何兆益2(), 唐亮1, 何盛1, 肖海鑫1, 肖懿训1   

  1. 1.重庆交通大学土木工程学院,重庆 400074
    2.重庆交通大学交通运输学院,重庆 400074
  • 收稿日期:2023-07-05 出版日期:2024-04-10 发布日期:2024-04-18
  • 通讯作者: 何兆益(1965— ),男,教授,博士生导师,主要从事路面结构与新材料研究;E-mail:hzyzwb@cqjtu.edu
  • 作者简介:余舟(1998— ),男,在读硕士研究生,主要从事道路材料方面的研究;E-mail:995929765@qq.com
  • 基金资助:
    重庆市科技局重点项目(cstc2021jscx-jbgs0029)

Study on preparation and microscopic properties of typical sulfate solid waste composite cementitious materials

YU Zhou1(), HE Zhaoyi2(), TANG Liang1, HE Sheng1, XIAO Haixin1, XIAO Yixun1   

  1. 1.School of Civil Engineering,Chongqing Jiaotong University,Chongqing 400074,China
    2.School of Traffic & Transportation,Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2023-07-05 Published:2024-04-10 Online:2024-04-18

摘要:

硫酸盐类工业固废造成的环境污染和资源浪费问题引起了国内外学者的广泛关注,当前中国两种典型的硫酸盐类固废(电解锰渣和磷石膏)堆存量巨大,造成严重的环境污染,其无害化与资源化利用刻不容缓。依据电解锰渣、磷石膏两种固体废弃物的特性,利用电解锰渣和磷石膏结合矿渣制备复合胶凝材料,探究了磷石膏和水泥不同掺量对复合胶凝材料硬化体力学性能的影响。通过XRD、SEM和EDS分析了硬化体的物相组成和微观形貌变化特征,同时对硬化体进行毒性浸出测试。结果表明:硬化体各龄期强度随着水泥掺量增加而增大,硬化体各龄期强度随着磷石膏掺量增加而减小。复合胶凝材料较优配合比(质量分数)为电解锰渣为50%、磷石膏为20%、矿渣为30%,水泥外掺12%的硬化体28 d抗压强度为27.1 MPa,硫酸盐固废复合胶凝材料的水化产物主要为水化硅酸钙(C-S-H)凝胶和钙矾石(AFt)。养护至28 d的硬化体浸出液中可溶性Mn2+、NH4+-N、PO43-和重金属离子浓度稳定后满足GB 8978—1996《污水综合排放标准》的排放要求。

关键词: 硫酸盐类固废, 复合胶凝材料, 力学性能, 水化硬化, 毒性浸出

Abstract:

The environmental pollution and resource waste caused by sulfate industrial solid wastes have attracted widespread attention from scholars at home and abroad.At present,two typical sulfate solid wastes in China,electrolytic manganese slag and phosphogypsum,have huge stockpiles and cause serious environmental pollution,so it is urgent to realize their harmless and resourceful utilization.Based on the characteristics of two kinds of solid wastes,electrolytic manganese slag and phosphogypsum were used to prepare composite cementitious materials by combining slag with electrolytic manganese slag and phosphogypsum,and the effects of different blending amounts of phosphogypsum and ordinary silicate cement on the mechanical properties of the composite cementitious materials were investigated.The physical composition and microscopic morphological changes of the hardened body were analyzed by XRD,SEM and EDS,and the toxicity leaching test was also conducted on the hardened body.The results showed that the strength of the hardened body at each age was increased with the increase of cement dosing,and the strength of the hardened body at each age was decreased with the increase of phosphogypsum dosing.The 28 d compressive strength of the composite cementitious materials with the ratio of 50% electrolytic manganese slag,20% phosphogypsum,30% slag and 12% cement admixture could reach 27.1 MPa,and the hydration products of sulfate solid waste composite cementitious materials were mainly hydrated calcium silicate(C-S-H) gel and calcium alumina(AFt).The concentration of soluble Mn2+,NH4+-N,PO43- and heavy metal ions in the leachate of the hardened body maintained to 28 d met the discharge requirements of GB 8978—1996“Comprehensive Wastewater Discharge Standards”after stabilization.

Key words: sulfate solid waste, composite cementitious materials, mechanical properties, hydration hardening, toxic leaching

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