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The characterization of cement waste form for final disposal of decommissioning concrete wastes

机译:退役混凝土废物最终处置的水泥废物形态特征

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摘要

In Korea, the decontamination and decommissioning of KRR-1, 2 at KAERI have been under way. The decommissioning of the KRR-2 was finished completely by 2011, whereas the decommissioning of KRR-1 is currently underway. A large quantity of slightly contaminated concrete waste has been generated from the decommissioning projects. The concrete wastes, 83ea of 200 L drums, and 41ea of 4 m~3 containers, were generated in the decommissioning projects. The conditioning of concrete waste is needed for final disposal. Concrete waste is conditioned as follows: mortar using coarse and fine aggregates is filled with a void space after concrete rubble pre-placement into 200 L drums. Thus, this research developed an optimizing mixing ratio of concrete waste, water, and cement, and evaluated the characteristics of a cement waste form to meet the requirements specified in the disposal site specific waste acceptance criteria. The results obtained from a compressive strength test, leaching test, and thermal cycling test of cement waste forms conclude that the concrete waste, water, and cement have been suggested as an optimized mixing ratio of 75:15:10. In addition, the compressive strength of the cement waste form was satisfied, including a fine powder up to a maximum of 40 wt% in concrete debris waste of about 75%. According to the scale-up test, the mixing ratio of concrete waste, water, and cement is 75:10:15, which meets the satisfied compressive strength because of an increase in the particle size in the waste.
机译:在韩国,KAERI正在进行KRR-1,2的去污和退役工作。 KRR-2的退役已于2011年完全完成,而KRR-1的退役目前正在进行中。退役项目产生了大量的轻度污染的混凝土废物。退役项目产生了200桶铁桶83ea和4 m〜3集装箱41ea的混凝土废物。最终处置需要对混凝土废物进行处理。混凝土废料的处理方法如下:将粗碎石料和细碎石料制成的砂浆在将混凝土瓦砾预先放置到200 L桶中后填充空隙。因此,这项研究开发了混凝土废物,水和水泥的最佳混合比,并评估了水泥废物形态的特性,以满足处理场所特定废物接受标准中指定的要求。从水泥废料形态的抗压强度试验,浸出试验和热循环试验获得的结果得出结论,建议将混凝土废料,水和水泥的最佳混合比设为75:15:10。另外,满足了水泥废料形式的抗压强度,包括在混凝土碎屑废料中最多约40重量%的细粉,约75%。根据放大试验,混凝土废物,水和水泥的混合比为75:10:15,由于废物中粒径的增加,满足了满意的抗压强度。

著录项

  • 来源
    《Annals of nuclear energy》 |2015年第3期|294-299|共6页
  • 作者单位

    Korea Atomic Energy Research Institute, 989-111 Daedeokdaero, Yuseong, Daejeon 305-353, Republic of Korea;

    Korea Atomic Energy Research Institute, 989-111 Daedeokdaero, Yuseong, Daejeon 305-353, Republic of Korea;

    Korea Atomic Energy Research Institute, 989-111 Daedeokdaero, Yuseong, Daejeon 305-353, Republic of Korea;

    Korea Atomic Energy Research Institute, 989-111 Daedeokdaero, Yuseong, Daejeon 305-353, Republic of Korea;

    Korea Atomic Energy Research Institute, 989-111 Daedeokdaero, Yuseong, Daejeon 305-353, Republic of Korea;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Cement waste form; Decommissioning concrete waste; Volume reduction;

    机译:水泥废料形式;退役混凝土废料;减少体积;

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