再生骨料原位强化研究
孔德玉1,单玉川2,薛思滔1,万励1,章雪峰2,马成畅1
(1. 浙江工业大学建筑工程学院,浙江 杭州310014;2. 浙江工业大学工程设计集团有限公司,浙江 杭州310014)
摘要:通过模拟实验与微观结构分析研究了掺合料浆液包覆处理对新老混凝土复合试件水化硬化过程中模拟再生骨料界面以及本身强度的影响。结果表明,采用掺合料浆液进行表面处理可有效实现再生骨料的原位强化及其与水泥石之间的界面强化,其中硅粉浆液处理对模拟再生骨料原位强化与界面强化效果最佳,粉煤灰浆液处理对再生骨料的原位强化效果优于矿粉浆液,但对界面强化的效果却较弱,其原因与掺合料颗粒的粒径大小以及火山灰活性有关。
关键词:再生骨料;原位强化;界面强化;掺合料
中图分类号:TU528;TU502+.6;TG115.21+5.3 文献标识码:A doi:10.3969/j.issn.1000-6281.2015.06.004
In-Situ strengthening of recycled aggregate
KONG De-yu1,SHAN Yu-chuan2,XUE Si-tao1,WAN Li1,ZHANG Xuefeng2,MA Cheng-chang1
(1. Faculty of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou Zhejiang 310014;2. Zhejiang University of Technology Engineering Design Group Co. Ltd., Hangzhou Zhejiang 310014, China)
Abstract:In-situ strengthening and interfacial strengthening of recycled aggregate in new-old concrete composite specimen were studied by simulation experiment and microstructure analysis.The simulated recycled aggregate was coated by using mineral admixture slurry before preparing the composite specimen. Shear strength of the composite specimen and compressive strength of the simulated recycled aggregate were tested after curing for 28 days. The results showed that surface treatment by using admixture slurry could effectively improve both the interfacial bond strength and the compressive strength of the simulated recycled aggregate itself. While coating with silica fume slurry, an optimum interfacial and in-situstrengthening effect was obtained for the simulated recycled aggregate.Surface-treating by using fly ash slurry showed a better in-situ strengthening effect, but a less improvement in interfacial bond strength, than that with slag slurry, which was related to the particle size and pozzolanicreactivity of the admixture.
Keywords:Recycled aggregate; in-situ strengthening; interfacial strengthening; admixture
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[1]水中和,曹蓓蓓,万惠文.废弃混凝土再生利用技术及其发展前景[J]. 中国建材科技,2006,(3): 8-11.
[2] Hansen TC, Narud H. Strength of recycled concrete made from crushed concrete coarse aggregate[J]. Concr Int,1983, 5(1): 79-83.
[3] Topcu IB, Guncan NF. Using waste concrete as aggregate[J]. Cem Concr Res, 1995, 25 (7): 1385-1390.
[4] Tavakoli M, Soroushian P. Strengths of recycled aggregate concrete made using field-demolished concrete as aggregate[J]. ACI Mater J, 1996, 93 (2): 182-191.
[5] Tavakoli M, Soroushian P.Drying shrinkage behavior of recycled aggregate concrete[J]. Concr Int, 1996, 18(11): 58-61.
[6] Salem RM, Burdette EG, Jackon NM. Resistance to freezing and thawing of recycled aggregate concrete[J]. ACI Mater J,2003,100(3): 216-221.
[7] Olorunsogoa FT, Padayachee N. Performance of recycled aggregate concrete monitored by durability indexes[J]. Cem Concr Res, 2002, 32(2):179-185.
[8] 杜婷,李惠强,郭太平,等.再生骨料混凝土的抗氯离子渗透性试验研究[J]. 武汉理工大学学报, 2006, 28(5):33-36.
[9] Shima H, Tateyashiki H, Nakato T, et al. New technology for recoving high quality aggregate from demolished concrete[C]. Proceedings of 5th International Symposium on East Asia Recycling Technology, 1999, 106-109.
[10] Tateyashiki H, Shima H, Matsumoto Y, et al. Properties of concrete with high quality recycled aggregate by heat and rubbing method[J]. Proc JCI,2001,23(2): 61-66.
[11] Tam V W Y, Tam C M, Le K N, Removal of cement mortar remains from recycled aggregate using pre-soaking approaches[J]. Resour Conser Recycl,2007,50(1): 82-101.
[12] Tamura H, Nishio A, Ohashi J, et al.High quality recycled aggregate concrete (hirac)processed by decompression and rapid release. http://www2.ashitech.ac.jp/arch/imamoto /Kimura.pdf.
[13] 赵悟, 冯忠绪, 再生集料混凝土的振动拌和强化机理研究[J]. 混凝土,2006, (8):17-20.
[14] Ryu J S. Improvement on strength and impermeability of recycled concrete made from crushed concrete coarse aggregate[J]. J Mater Sci Letters, 2002, 21(20) 1565 -1567.
[15] Kong Deyu, Lei Ting, Zheng Jianjun, et al. Effect and mechanism of surface-coating pozzalanics materials around aggregate on properties and ITZ microstructure of recycled aggregate concrete[J]. Constru Build Mater, 2010, 24: 701–708.