Effect of PCE-type superplasticizer on early-age behaviour of ultra-high performance concrete (UHPC)

被引:121
作者
Li, P. P. [1 ,2 ]
Yu, Q. L. [2 ]
Brouwers, H. J. H. [1 ,2 ]
机构
[1] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Hubei, Peoples R China
[2] Eindhoven Univ Technol, Dept Built Environm, POB 513, NL-5600 MB Eindhoven, Netherlands
关键词
Ultra-high performance concrete; PCE superplasticizers; Early-age behaviour; Dispersing ability; Fluid-retaining ability; Retardation effect; Shrinkage; FIBER-REINFORCED CONCRETE; SELF-COMPACTING CONCRETE; POLYCARBOXYLATE-TYPE SUPERPLASTICIZER; CEMENT-BASED MATERIALS; PORTLAND-CEMENT; PHYSICOCHEMICAL PARAMETERS; CHEMICAL-STRUCTURE; ADSORPTION; PASTE; HYDRATION;
D O I
10.1016/j.conbuildmat.2017.07.145
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effect of PCE-type SP on zeta potential of particles, spread flow, hydration kinetics, setting time, autogenous shrinkage and chemical shrinkage of UHPC pastes is investigated, as well as the spread flow, slump life and early-age strength development of UHPC. Furthermore, the dispersing and fluid retaining ability of SP, retardation effect of SP, physical and chemical process effects are analysed. The results show that the dispersing ability of PCE-type SP is determined by its chemical structure, which shows an exponential relationship between the flowability of pastes and SP dosages. The fluid retaining abilities of UHPCs are sensitive to the water-to-powder ratio, while the further addition of SP will not enhance the slump life after excessing the saturation dosage. Both the adsorbed PCE and the PCE remaining in the aqueous phase contribute to retardation effect. A linear correlation between the final setting time (t(final)) and the time of maximum heat flow rate (t(Q=max)) is derived. The types and dosages of SP primarily influence the absolute chemical shrinkage of pastes within 1 day, but have a great effect on the autogenous shrinkage due to different physical coagulation and chemical process. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:740 / 750
页数:11
相关论文
共 60 条
[1]   Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages [J].
Abbas, Safeer ;
Soliman, Ahmed M. ;
Nehdi, Moncef L. .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 75 :429-441
[2]   A review of early-age properties of cement-based materials [J].
Bentz, D. P. .
CEMENT AND CONCRETE RESEARCH, 2008, 38 (02) :196-204
[3]   Cement hydration: building bridges and dams at the microstructure level [J].
Bentz, Dale P. .
MATERIALS AND STRUCTURES, 2007, 40 (04) :397-404
[4]   Effects of cement particle size distribution on performance properties of Portland cement-based materials [J].
Bentz, DP ;
Garboczi, EJ ;
Haecker, CJ ;
Jensen, OM .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (10) :1663-1671
[5]   Organic admixtures and cement particles: Competitive adsorption and its macroscopic rheological consequences [J].
Bessaies-Bey, Hela ;
Baumann, Robert ;
Schmitz, Marc ;
Radler, Michael ;
Roussel, Nicolas .
CEMENT AND CONCRETE RESEARCH, 2016, 80 :1-9
[6]   THE SUPERPLASTICIZER ADSORPTION CAPACITY OF CEMENT PASTES, PORE SOLUTION COMPOSITION, AND PARAMETERS AFFECTING FLOW LOSS [J].
BONEN, D ;
SARKAR, SL .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (07) :1423-1434
[7]  
Brooks J., 2015, SHRINKAGE CONCRETE B
[8]   Self-compacting concrete: Theoretical and experimental study [J].
Brouwers, HJH ;
Radix, HJ .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (11) :2116-2136
[9]   Influence of superplasticizer type and dosage on the slump loss of Portland cement mortars -: Part II [J].
Chandra, S ;
Björnström, J .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (10) :1613-1619
[10]   ON THE ORIGIN OF PORTLAND-CEMENT SETTING [J].
CHEN, Y ;
ODLER, I .
CEMENT AND CONCRETE RESEARCH, 1992, 22 (06) :1130-1140