(1 辽宁工程技术大学土木与交通学院，阜新 123000；2 辽宁工程技术大学建筑工程学院，阜新 123000；3 大连大学建筑工程学院，大连 116622)

［摘要］为了研究再生粗骨料在再生混凝土中的骨架增强作用和其对再生混凝土性能的影响规律，采用试验分析的方法，通过配制不同强度的再生混凝土，分析了再生粗骨料不同的取代率和最大粒径对混凝土强度、坍落度、抗压强度和抗折强度等性能的影响。结果表明：随着再生粗骨料用量的减少，再生混凝土的抗压强度逐渐提高，抗折强度趋于增加，且抗折强度随着再生粗骨料最大粒径的增大而降低，再生粗骨料的最佳粒径为9.5mm；随着再生粗骨料掺量的增加，再生混凝土的坍落度提高。在保持混凝土配合比中的单位用水量不变的前提下，随着再生混凝土中水泥用量的减少，再生混凝土砂浆的强度也随之减小。

［关键词］再生粗骨料; 颗粒级配; 抗压强度; 抗折强度; 试验分析

中图分类号：TU528.79       文献标识码：A       文章编号：1002-848X(2014)14-0017-04

Influence of recycled coarse aggregate on recycled concrete performance

Liu Shuxian1,2, Wei Xiaogang 1, Wang Wei1, Lu Shasha1,  Ma Fenghai3

 (1 College of Civil and Transportation Engineering, Liaoning Technical University, Fuxin 123000, China; 2 College of Architecture and Civil Engineering, Liaoning Technical University, Fuxin 123000, China; 3 College of Civil Engineering and Architecture, Dalian University, Dalian 116622, China)

Abstract: In order to study the skeleton improving activity of the recycled coarse aggregate in recycled concrete and the influencing laws of recycled coarse aggregate on the recycled concrete performance, experimental analysis method was adopted. Recycled concrete with different strength were prepared, and the influences of different replace quantity and maximum particle size of recycled coarse aggregate on concrete strength, slump, compressive strength and bending strength were studied. Results show that as the decrease of the content of the recycled coarse aggregate, the compressive strength of recycled concrete improves gradually, the bending strength of the recycled concrete tends to increase and reduces with the increase of the maximum particle size of recycled coarse aggregate. The best particle size of recycled coarse aggregates is 9.5mm. Along with the increase of the content of recycled aggregate, the slump of recycled concrete increases. Given the unit water use in concrete mixture ratio, the mortar strength decreases with the reduction of the cement content in recycled concrete.

Keywords: recycled coarse aggregate; particle gradation; compressive strength; bending strength; experimental analysis

*国家自然科学基金资助(51174038)，辽宁省教育厅科学技术研究项目（L2012111），中国煤炭工业协会科研项目（MTKJ2012-319），辽宁工程技术大学市场调研信息立项基金（SCDY2012010）。

作者简介：刘书贤，教授，博士生导师，Email:zzxmwxg@163.com。

参考文献

［1］LEONARDO F R, MIRANDA, SILVIAMS SELMO. CDW recycled aggregate renderings: part I：Analysis of the effect of materials finer than 75μm on mortar properties ［J］. Construction and Building Materials，2006，20(9):615-624.

［2］LEONARDO F R, MIRANDA, SILVIAMS SELMO. CDW recyeled aggregate renderings: partⅡ：Analysis of the effect of materials finer than 75μm on mortar properties ［J］. Construction and Building Materials，2006，20(9):625-633.

［3］OTSUKI N, MIYAZATO S, YODSUDJAI W. Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation ［J］. Journal of Materials in Civil Engineering，2003，15(5): 443-451.

［4］张虹，熊学忠.废弃混凝土再生骨料的特性研究［J］.武汉理工大学学报，2006,28 (3):64-66.

［5］李坤.再生骨料及再生混凝土基本性能研究［D］.大连:大连理工大学，2005.

［6］杜婷，李惠强.强化再生骨料混凝土的力学性能研究［J］.混凝土及混凝土制品,2003 (2):19-20.

［7］崔正龙，庄宇，汪振双. 再生骨料混凝土干燥裂缝试验［J］. 四川大学学报:工程科学版, 2010,42(5)：160-163.

［8］肖建庄, 沈宏波, 黄运标. 再生混凝土柱受压性能试验［J］. 结构工程师, 2006, 22(6): 73-77.

［9］孙跃东，肖建庄，周德源，等. 再生混凝土框架抗震性能的试验研究［J］. 土木工程学报，2006, 39(5) : 9-15.

［10］MOHAMMED SEDDIK MEDDAHA, SALIM ZITOUNIB, SA-D BEL-ABESB. Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete ［J］. Construction and Building Materials, 2010, 24(4):505-512.

［11］汪振双. 架构混凝土基础理论研究［D］.大连:大连理工大学，2011.