Effects of sodium gluconate on hydration reaction, setting, workability, and strength development of calcium sulfoaluminate belite cement mixtures

被引:12
作者
Huang, Guangping [1 ]
Gupta, Rajender [2 ]
Liu, Wei Victor [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB, Canada
[2] Univ Alberta, Dept Chem & Mat Engn, Edmonton, AB, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
calcium sulfoaluminate belite cement; retarder; hydration reaction; compressive strength; QUANTITATIVE PHASE-ANALYSIS; INDUSTRIAL SOLID-WASTES; MECHANICAL-PROPERTIES; PORTLAND-CEMENT; PERFORMANCE; KINETICS; TEMPERATURE; MITIGATION; ADMIXTURES; ANHYDRITE;
D O I
10.1080/21650373.2021.1936269
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fast setting is an important reason restricting the applications of eco-friendly calcium sulfoaluminate belite (CSAB) cement. To help spread the application of CSAB cement, this study investigated the influence of sodium gluconate (SG) as a setting retarder on the setting, workability, and strength development of CSAB cement mixtures. Quantitative X-ray diffraction (QXRD), thermogravimetric analysis (TGA), and scanning electron microscopy (SEM) were performed to understand the effects of SG on the hydration and microstructure of CSAB cement mixtures. The results showed that SG effectively extended the setting time and improved the workability of CSAB cement pastes since it retarded ye'elimite hydration and impeded the loss of workability caused by ettringite formation. Low dosages (<= 0.5%) of SG increased the unconfined compressive strength (UCS) of CSAB cement mortars at all ages (from 2 h to 90 days) due to the reduction in void content, fast diminishment of the retarding effect at early ages, and slight acceleration on belite hydration at later ages. However, high dosages (>= 1%) significantly degraded the UCS of CSAB cement mortars at all ages since high dosages of SG strongly retarded ye'elimite hydration at early ages and caused a looser microstructure at later ages.
引用
收藏
页码:273 / 285
页数:13
相关论文
共 66 条
  • [1] American Concrete Institute, 2005, 5065R09 ACI, P5
  • [2] [Anonymous], 2015, C143715 ASTM INT
  • [3] [Anonymous], 2016, STANDARD TEST METHOD, P1, DOI [DOI 10.1520/D7205_D7205M-06R16, 10.1520/E0003-11R17.1, DOI 10.1520/C0039]
  • [4] ASTM, 2013, C19113 ASTM INT
  • [5] ASTM, 2013, ASTM, C642-13
  • [6] ASTM International, 2019, C150/C150M-19
  • [7] Mitigation strategies for autogenous shrinkage cracking
    Bentz, DP
    Jensen, OM
    [J]. CEMENT & CONCRETE COMPOSITES, 2004, 26 (06) : 677 - 685
  • [8] HYDRAULIC BEHAVIOR OF CALCIUM SULFOALUMINATE-BASED CEMENTS DERIVED FROM INDUSTRIAL-PROCESS WASTES
    BERETKA, J
    DEVITO, B
    SANTORO, L
    SHERMAN, N
    VALENTI, GL
    [J]. CEMENT AND CONCRETE RESEARCH, 1993, 23 (05) : 1205 - 1214
  • [9] Bescher E., 2019, 1 INT C INN LOW CARB
  • [10] QUANTITATIVE PHASE-ANALYSIS USING THE RIETVELD METHOD
    BISH, DL
    HOWARD, SA
    [J]. JOURNAL OF APPLIED CRYSTALLOGRAPHY, 1988, 21 (02) : 86 - 91