The development of new empirical apparatuses for evaluation fresh properties of self-consolidating mortar: Theoretical and experimental study

被引:19
作者
Yaseri, Sajad [1 ]
Mahdikhani, Mahdi [2 ]
Jafarinoor, Ashkan [1 ]
Verki, Vajihollah Masoomi [1 ]
Esfandyari, Mostafa [1 ]
Ghiasian, Seyed Mohsen [1 ]
机构
[1] Islamic Azad Univ, Dept Civil Engn, Qazvin Branch, Qazvin, Iran
[2] Imam Khomeini Int Univ, Dept Civil Engn, Qazvin, Iran
关键词
Self-consolidating mortars; Fresh properties; Mini L-box; Mini U-box; Volumetric flow rate; Experimental set-up; COMPACTING CONCRETE; MINERAL ADMIXTURES; YIELD-STRESS; FLOW;
D O I
10.1016/j.conbuildmat.2018.02.021
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Self-Consolidating Concrete (SCC) and Self-Consolidating Mortar (SCMO) contain unique properties such as filling ability, passing ability, and segregation resistance, differentiating them from ordinary concretes. Little changes in SCMO and SCC ingredients bring about major changes in their workability and segregation. The behavior of fresh SCMO depends on variable factors such as water to cement ratio, gradation and moisture content of aggregates, type of mineral additives, dosage and type of superplasticizer and other chemical admixtures. In addition, evaluation of fresh properties of the SCMO requires simple and fast methods. In this study, based on the flow velocity and volume to surface ratio method, new apparatuses were developed to evaluate the fresh properties of SCMO. Mini J-ring, mini U-box, and mini L-box were used to measure passing ability parameters. Mini slump, mini Orimet, new mini V-funnel and mini V-funnel were used to measure filling ability and mini column segregation was used to measure segregation of self-consolidating mortars. The relationships between critical areas of mentioned methods are considered. The Experimental set-up method was used to record the fresh properties. In addition, 27 different mortar mixtures were prepared to verify the test methods. Results show that flow velocity and volume to surface ratio were appropriate criteria to design new apparatuses to measure fresh properties of self consolidating mortar. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:631 / 648
页数:18
相关论文
共 42 条
[21]  
Grunewald S., 2004, SUMMARY REPORT WORK
[22]   Development of a modified concrete rheometer to measure the rheological behavior of conventional and self-consolidating concretes [J].
Jau, Wen-Chen ;
Yang, Ching-Ting .
CEMENT & CONCRETE COMPOSITES, 2010, 32 (06) :450-460
[23]  
Khayat KH, 1997, ACI MATER J, V94, P491
[24]   Simulation of concrete flow in V-funnel test and the proper range of viscosity and yield stress for SCC [J].
Lashkarbolouk, Hadi ;
Halabian, Amir M. ;
Chamani, Mohammad R. .
MATERIALS AND STRUCTURES, 2014, 47 (10) :1729-1743
[25]   Torque-speed relationship in a concrete rheometer with vane geometry [J].
Laskar, Aminul Islam ;
Bhattacharjee, Rajan .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (08) :3443-3449
[26]   Relationship between fluidity and stability of self-consolidating mortar incorporating chemical and mineral admixtures [J].
Libre, Nicolas Ali ;
Khoshnazar, Rahil ;
Shekarchi, Mohammad .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (07) :1262-1271
[27]   New methods development for evaluation rheological properties of self-consolidating mortars [J].
Mahdikhani, Mahdi ;
Ramezanianpour, Ali Akbar .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 75 :136-143
[28]   Rheological models for predicting plastic viscosity and yield stress of fresh concrete [J].
Mahmoodzadeh, F. ;
Chidiac, S. E. .
CEMENT AND CONCRETE RESEARCH, 2013, 49 :1-9
[29]   Effect of mineral admixtures on fluidity and stability of self-consolidating mortar subjected to prolonged mixing time [J].
Mehdipour, Iman ;
Razzaghi, Mehran Seyed ;
Amini, Kamran ;
Shekarchi, Mohammad .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 40 :1029-1037
[30]  
Mishra M., 2015, INDIAN J SCI TECHNOL, V8, P1