Application of SAP and PEG as curing agents for ordinary cement-based systems: impact on the early age properties of paste and mortar with water-to-cement ratio of 0.4 and above

被引:23
作者
Sarbapalli, Dipobrato [1 ]
Dhabalia, Yash [2 ]
Sarkar, Kaustav [3 ]
Bhattacharjee, Bishwajit [3 ]
机构
[1] NIT Trichy, Dept Civil Engn, Tiruchirappalli, Tamil Nadu, India
[2] SVNIT, Civil Engn Dept, Surat, India
[3] IIT Delhi, Dept Civil Engn, New Delhi, India
关键词
concrete; superabsorbent polymer; polyethylene glycol; curing; SUPERABSORBENT POLYMERS; CONCRETE; HYDRATION;
D O I
10.1080/19648189.2016.1160843
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The feasibility of utilising Superabsorbent Polymer (SAP) and Polyethylene glycol (PEG) as curing agents for ordinary cement-based systems with water-to-cement ratio of .4 and above has been investigated. The investigation considers water-to-cement ratios of .4, .5 and .6 and curing ages of 3, 7 and 28days. A commercially available SAP of 300m average particle size and a laboratory grade PEG with an average molecular mass of 6000 have been used as curing agents. The impact of SAP and PEG dosages on consistency, setting time and degree of hydration of paste samples has been evaluated. The evolution of strength, water absorption and water retention characteristics has been studied using mortar samples and compared with respect to water- and air-cured control. SAP doses in the range of .3-1.0% of cement mass have been found to be effective over the full range of water-to-cement ratio tested. PEG admixed at the rate of .5-2.0% has been found to be beneficial at .50% dose for water-to-cement ratio of .4, thus indicating its suitability for low water-to-cement ratio systems. Observations of this preliminary study indicate the viability of implementing SAP and PEG as self-curing agents albeit with certain limitations requiring further investigation.
引用
收藏
页码:1237 / 1252
页数:16
相关论文
共 35 条
  • [1] Aitcin P. C., 2012, CEMENT CONCRETE COMP, V23, P409
  • [2] [Anonymous], 1989, 8112 IS
  • [3] [Anonymous], 1988, 4031 IS 10
  • [4] [Anonymous], 2000, IS-456
  • [5] Bhattacharjee B., 2010, Indian Concrete Journal, V84, P45
  • [6] Sustainable development and climate change initiatives
    Damtoft, J. S.
    Lukasik, J.
    Herfort, D.
    Sorrentino, D.
    Gartner, E. M.
    [J]. CEMENT AND CONCRETE RESEARCH, 2008, 38 (02) : 115 - 127
  • [7] AN INVESTIGATION INTO THE FEASIBILITY OF FORMULATING SELF-CURE CONCRETE
    DHIR, RK
    HEWLETT, PC
    LOTA, JS
    DYER, TD
    [J]. MATERIALS AND STRUCTURES, 1994, 27 (174) : 606 - 615
  • [8] Dhir RK, 1996, ACI MATER J, V93, P465
  • [9] DURABILITY OF SELF-CURE CONCRETE
    DHIR, RK
    HEWLETT, PC
    DYER, TD
    [J]. CEMENT AND CONCRETE RESEARCH, 1995, 25 (06) : 1153 - 1158
  • [10] Self-curing concrete: Water retention, hydration and moisture transport
    El-Dieb, A. S.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (06) : 1282 - 1287