Carbon steel slag as cementitious material for self-consolidating concrete

被引:35
作者
Peng, Yu-Chu [1 ,2 ]
Hwang, Chao-Lung [1 ]
机构
[1] Natl Taiwan Univ Sci & Technol, Grad Inst Construct Engn, Taipei, Taiwan
[2] Taiwan Hospitality & Tourism Coll, Dept Leisure Management, Taipei, Taiwan
来源
JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A | 2010年 / 11卷 / 07期
关键词
Carbon steel slag (CSS); Self-consolidating concrete (SCC); Pozzolanic; Recycling; PORTLAND-CEMENT; FLY-ASH; STRENGTH; FURNACE; DUST;
D O I
10.1631/jzus.A0900635
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study deals with the recycling of carbon steel slag (CSS) to produce self-consolidating concrete (SCC). Since the chemical composition of CSS is similar to that of Portland cement or blast furnace slag (BFS), it is expected to behave similarly. In the current study, the pozzolanic activity index of CSS is examined. Furthermore, the use of CSS as a pozzolanic material to partially replace Portland cement in the production of SCC is tested. We designed concrete mixtures with different water-to-cementitious material ratios (w/cm) keeping water and superplasticizer (SP) contents constant. Results showed that the design and performance of all the concrete mixtures used in this investigation were comparable to those of SCC and high performance concrete (HPC). However, compared to ordinary plain concrete (OPC), the additional CSS content increases the setting time. In the CSS mixtures set for 90 d, compressive strengths of 86%, 134% and 121% were attained as compared to the control concrete; the corresponding w/cm ratios were 0.28, 0.32 and 0.40, respectively. Verifying the soundness of the SCC for meeting the criteria for HPC, the ultrasonic pulse velocity (UPV) of CSS was found to be comparable to that of ordinary concrete. In conclusion, the recycling of CSS can be advantageously employed in the production of SCC.
引用
收藏
页码:488 / 494
页数:7
相关论文
共 22 条
[1]  
Al-Jabri K, 2002, CEMENT CONCRETE AGGR, V24, P7
[2]  
ALONZO O, 1993, ACI MATER J, V90, P272
[3]  
[Anonymous], AM CONCR I J
[4]  
CHIANG CC, 2004, J CHINESE I CIVIL HY, V16, P167
[5]   Bond strength of glass fibre reinforced polymer reinforcing bars in normal and self-consolidating concrete [J].
Esfahani, MR ;
Kianoush, MR ;
Lachemi, M .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2005, 32 (03) :553-560
[6]  
GEISER J, 1999, METALLURGICAL SLAG C, P1
[7]  
Hogan F.J., 1981, Cement, Concrete, and Aggregates, V3, P40, DOI DOI 10.1520/CCA10201J
[8]  
Hwang SD, 2008, ACI MATER J, V105, P499
[9]  
Koehler EP, 2008, ACI MATER J, V105, P165
[10]  
KWAN AKH, 2008, T HONG KONG I ENG, V15, P35