Development and characterization of a new multi-strength level binder system using soda residue-carbide slag as composite activator

被引:77
作者
Guo, Weichao [1 ,2 ]
Zhang, Zhaoyun [3 ]
Bai, Yanying [1 ,2 ]
Zhao, Guanqun [2 ]
Sang, Zhaohu [3 ]
Zhao, Qingxin [1 ,4 ]
机构
[1] Yanshan Univ, State Key Lab Metastable Mat Sci & Technol, Qinhuangdao 066000, Hebei, Peoples R China
[2] Yanshan Univ, Key Lab Green Construct & Intelligent Maintenance, Qinhuangdao 066000, Hebei, Peoples R China
[3] Tangshan Sanyou Alkali Chloride Co Ltd, Tangshan 063000, Peoples R China
[4] Yanshan Univ, Heibei Prov Low Carbon & Clean Bldg Heating Techn, Qinhuangdao 066000, Hebei, Peoples R China
基金
中国国家自然科学基金;
关键词
Solid waste; Soda residue; Calcium carbide slag; Binder system; Properties; FLY-ASH GEOPOLYMER; PORTLAND-CEMENT; CURING CONDITIONS; ASH/SLAG PASTE; HYDRATION; DURABILITY; MORTAR; SHRINKAGE; CONCRETE; FTIR;
D O I
10.1016/j.conbuildmat.2021.123367
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new multi-strength level binder system was developed as a potential replacement of cement. It utilized alkaline solid wastes soda residue (SR) and calcium carbide slag (CS), to synergistically activate ground granulated blast-furnace slag (GGBS) and fly ash (FA). A comprehensive combination of experimental studies on compressive strength, setting time, fluidity, chloride-ion consolidation, and drying shrinkage with XRD, TG-DTG, FTIR and SEM-EDS examinations ensured a systematic evaluation of properties and evolution mechanism of the proposed binder. The results show that mixing CS can increase the early hydration rate and generate more C-S-H gel and Friedel's salt, Hydrotalcite crystal products. As a result, the early and late strengths were significantly improved. The chloride-ion consolidation rate was increased, and the drying shrinkage was reduced. On the other hand, FA's low activity was used to adjust the strength level. Also the FA can reduce shrinkage, but it hindered the consolidation of chloride ions. The new binder system had a 28d strength of 17.5-43.2 MPa, with the initial and final setting times of 3.8-6.1 h and 6.4-10.2 h, respectively. At the water-to-binder ratio of 0.5, the mortar's fluidity was 146-181 mm, the drying shrinkage was 0.11%-0.29%, and the chloride ion consolidation rate exceeded 70%. This new binder system can be applied to concrete blocks, pavement bricks, slope protection concrete, and other unreinforced products. The results obtained are instrumental in mitigating the environmental pollution caused by industrial solid wastes and reducing binders' cost. (c) 2021 Elsevier Ltd. All rights reserved.
引用
收藏
页数:15
相关论文
共 70 条
  • [22] HU Z., 2013, THESIS HUNAN U
  • [23] Properties of alinite cement produced by using soda sludge
    Kesim, Asli Gunes
    Tokyay, Mustafa
    Yaman, Ismail Ozgur
    Ozturk, Abdullah
    [J]. ADVANCES IN CEMENT RESEARCH, 2013, 25 (02) : 104 - 111
  • [24] Effect of elevated temperatures on geopolymer paste, mortar and concrete
    Kong, Daniel L. Y.
    Sanjayan, Jay G.
    [J]. CEMENT AND CONCRETE RESEARCH, 2010, 40 (02) : 334 - 339
  • [25] Chemical acceleration of a neutral granulated blast-furnace slag activated by sodium carbonate
    Kovtun, Maxim
    Kearsley, Elsabe P.
    Shekhovtsova, Julia
    [J]. CEMENT AND CONCRETE RESEARCH, 2015, 72 : 1 - 9
  • [26] Shrinkage characteristics of alkali-activated fly ash/slag paste and mortar at early ages
    Lee, N. K.
    Jang, J. G.
    Lee, H. K.
    [J]. CEMENT & CONCRETE COMPOSITES, 2014, 53 : 239 - 248
  • [27] Feasibility of using fly ash-slag-based binder for mine backfilling and its associated leaching risks
    Li, Jia
    Zhang, Siqi
    Wang, Qi
    Ni, Wen
    Li, Keqing
    Fu, Pingfeng
    Hu, Wentao
    Li, Zifu
    [J]. JOURNAL OF HAZARDOUS MATERIALS, 2020, 400
  • [28] Use of carbide slag from acetylene industry for activation of ground granulated blast-furnace slag
    Li, Wentao
    Yi, Yaolin
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 238
  • [29] [刘诚斌 Liu Chengbin], 2015, [建筑材料学报, Journal of Building Materials], V18, P82
  • [30] [刘继中 Liu Jizhong], 2019, [建筑材料学报, Journal of Building Materials], V22, P872