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废旧水泥构造物再生水泥混凝土工作性能影响因素分析 被引量:1

Analysis of Influencing Factors on Workability of Recycled Cement Concrete from Waste Cement Structure
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摘要 采用因素分析和正交分析的方法,确定废旧水泥构造物再生水泥混凝土工作性能的影响因素。试验结果表明:再生粗集料取代率在0%~50%时,粗集料替代率与坍落度之间基本呈现线性关系,坍落度随粗集料替代率的升高而降低,整体坍落度损失不大。采取集料强化后,水泥混凝土坍落度增加,提升效果的顺序为化学强化>物理强化>不强化。影响再生集料水泥混凝土坍落度因素的主次顺序则是水灰比>水泥掺量>是否进行强化>再生粗集料替代率。 In this paper,the influencing factors on the workability of recycled cement concrete from waste cement structures were determined by means of factor analysis and orthogonal analysis.The results showed that there was a linear relationship between the replacement rate of recycled coarse aggregate and the slump when the replacement rate was 0%~50%.The slump decreased with the increase of the coarse aggregate substitution rate,and the total slump loss was small.After adopting aggregate strengthening,the slump of cement concrete increased,chemical strengthening> physical strengthening>,non-strengthening.The order of the factors that affected the slump of recycled aggregate cement concrete was:water cement ratio> cement content> strengthening> the replacement rate of recycled coarse aggregate.
作者 宋长振 刘晨 刘晨东 SONG Changzhen;LIU Chen;LIU Chendong
出处 《上海公路》 2021年第4期97-101,109,M0007,共7页 Shanghai Highways
基金 内蒙古自治区交通运输厅建设科技项目NJ-2019-17《废旧水泥构造物再生骨料应用技术研究》。
关键词 坍落度 正交分析 集料强化 再生水泥混凝土 cement slump orthogonal analysis aggregate strengthening recycled cement concrete
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  • 1[4]European Commission Directorate-General Environment (2000). Management of Construction and Demolition Waste[J]. n. pp. Online. Internet. January9, 2001.
  • 2[5]Transverse cracking in recycled concrete aggregate pavements[M]. (1996). Aberdeen's Concrete Constr., 41(7),570~575.
  • 3[6]Wojakowski, J. B., Fager, G. A., and Catron, M. A. (1995). Recycling of portl and cement concrete pavement[R]. Rep. FHWA-KS-95/3, Kansas Department of Transp ortation, Topeka, Kans.
  • 4[7]Chini, A., Kuo, S., Armaghani, J., and Duxbury, J., Test of Recycled Concrete Aggregate in Accelerated Test Track[J]. Journal of Transportation Engineering, 11/12, pp. 486~492,2001.
  • 5[8]Kuo, S., Mahgoub, H., and Nazef, A. Investigation of Recycled Concrete Made with Limestone Aggregate for A Base Course in Flexible Pavement[C]. the 81st TRB Annual Meeting, 2002.
  • 6[9]Saraf, C. L., and Majidzadeh, K. (1995). Utilization of recycled PCC aggregates for use in rigid and flexible pavements[R]. Rep. FHWA-OH-95/025, Ohio Department of Transportation, Columbus, Ohio.
  • 7[10]Sobhan, K., and Krizek, R. Resilient Rroperties and Fatigue Damage in a Stabilized Recycled Aggregate Base Course Material[C]. the 81st TRB Annual Meeting, 2002.
  • 8[11]Molenaar and Niekerk. Effects of Gradation, Composition and Degree of Compaction on the Mechanical Characteristics of Recycled Unbound Materials [C]. the 81st TRB Annual Meeting, 2002.
  • 9[12]Topcu, I. B., and Guncan, N. F. (1995). Using Waste Concrete as Aggregate[J]. Cement and Concrete Res., 25 (7), 1385~1390.
  • 10[13]Paul, R., and Warwick, R. (1996). Use of recycled crushed concrete for road pavement sub-base[C]. Proc., 18th ARRB Conf., Australia Road Research Board, Christchurch, N. Z., 2,93~106.

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