欢迎登录材料期刊网

材料期刊网

高级检索

介绍了建筑废弃物定义、时代特征以及再生骨料混凝土的应用现状;通过评析再生骨料特性探讨了再生骨料的引入对混凝土材料基本力学性能、干缩性能的影响;并在总结再生骨料混凝土国内外研究现状的基础上指出,再生骨料混凝土未来研究重点应该还是主要攻克建筑废弃物循环利用的技术难题和继续研究再生骨料微观结构对再生骨料混凝土性能的影响.

参考文献

[1] 林志伟 .基于综合利用建筑垃圾再生骨料混凝土的研究[D].昆明:昆明理工大学,2007.
[2] 陶有生 .建筑垃圾的界定、种类及其利用[N].中国建设报,2006-08-03(006).
[3] Limbachiya M;Marrocchino E;Koulouris A .Chemical-mineralogical characterization of coarse recycled concrete aggregate[J].Waste Management,2007,27(02):201.
[4] Rao A;Jha KN;Misra S .Use of aggregates from recycled construction and demolition waste in concrete[J].Resources, Conservation and Recycling,2007(1):71-81.
[5] Li X P .Recycling and reuse of waste concrete in China:Part Ⅰ.Material behaviour of recycled aggregate concrete[J].Resour Conservation Recycl,2008,53(01):36.
[6] Kiyoshi Eguchi;Kohji Teranishi;Akira Nakagome .Application of recycled coarse aggregate by mixture to concrete construction[J].Construction and Building Materials,2007(7):1542-1551.
[7] Lee H;Kwon J H;Kim K H et al.Application of DEM model to breakage and liberation behavior of recycled aggregates from impact-breakage of concrete waste[J].Minerals Engineering,2008,21(11):761.
[8] 王新波,杨永生,颜伟.再生骨料及再生混凝土基本性能研究[J].山西建筑,2008(09):3-4.
[9] 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(03):64-66.
[10] 李坤 .再生骨料及再生混凝土基本性能研究[D].大连理工大学,2005.
[11] 杜婷,李惠强.强化再生骨料混凝土的力学性能研究[J].混凝土与水泥制品,2003(02):19-20.
[12] A. Cheilas;M. Katsioti;A. Georgiades .Impact of hardening conditions on to stabilized/solidified products of cement-sewage sludge-jarosite/alunite[J].Cement & concrete composites,2007(4):263-269.
[13] Van H A .Characterization of the leaching behavior of concrete mortars and of cement-stabilized wastes with different waste loading for long term environmental assessment[J].Waste Management,2002,22(02):181.
[14] Leonardo F R;Miranda;Silvia M S .Selmo CDW recycled aggregate renderings:Part Ⅰ -Analysis of the effect of materials finer than 75μmon mortar properties[J].Construction and Building Materials,2006,20(09):615.
[15] Leonardo F R;Miranda;Silvia M S .CDW recycled aggregate renderings:Part Ⅱ@ Analysis of the effect of materials finer than 75μ m on mortar properties[J].Construction and Building Materials,2006,20(09):625.
[16] Topcu I B;Gunean N F .Using waste concrete as aggregate[J].Cement and Concrete Research,1995,25(07):1817.
[17] Nobuaki Otsuki;Shin-ichi Miyazato;Wanchai Yodsudjai .Influence of Recycled Aggregate on Interfacial Transition Zone, Strength, Chloride Penetration and Carbonation of Concrete[J].Journal of Materials in Civil Engineering,2003(5):443-451.
[18] Ramamurthy K.Properties of recycled aggregate concrete[J].Indian Concrete Journal,1998(01):49.
[19] Ridzuan A R M.The influence of recycled aggregate concrete on the early compressive strength and drying shrinkage of concrete[A].Cape Tpwn:South Africa,2001:1415.
[20] M. Etxeberria;E. Vazquez;A. Mari .Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete[J].Cement and Concrete Research,2007(5):735-742.
[21] Sasha Achtemichuk;Justin Hubbard;Richard Sluce .The utilization of recycled concrete aggregate to produce controlled low-strength materials without using Portland cement[J].Cement & concrete composites,2009(8):564-569.
[22] Valeria Corinaldesi;Giacomo Moriconi .Influence of mineral additions on the performance of 100% recycled aggregate concrete[J].Construction and Building Materials,2009(8):2869-2876.
[23] Dhir R K;Limbachiya M C.Suitability of recycled aggregate for use on BS 5328 designated mixes[A].London:Thomas Telford Ltd,1999:257.
[24] Cupta S M.Strength characteristics of concrete made with demolition waste as coarse aggregate[A].Berlin:W.de Gruyter,2001:364.
[25] Khaldoun Rahal .Mechanical properties of concrete with recycled coarse aggregate[J].Building and Environment,2007(1):407-415.
[26] 冯乃谦.实用混凝土大全[M].北京:科学出版社,2001
[27] Fu Y;Gu P;Xie P et al.Effect of chemical admixtures on the expansion of shrinkage-compensating cement containing a pre-hydrated high alumina cement-based expansive additive[J].Cement and Concrete Research,1995,25(01):29.
[28] Dale P;Edward J;Claus J et al.Effects of cement particle size distribution on performance properties of Portland cement-based materials[J].Cement and Concrete Research,1999,29(10):1663.
[29] Jan Bisschop;Jan G.M. van Mier .Effect of aggregates and microcracks on the drying rate of cementitious composites[J].Cement and Concrete Research,2008(10):1190-1196.
[30] Peter Grassl;Hong S. Wong;Nick R. Buenfeld .Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar[J].Cement and Concrete Research,2010(1):85-93.
[31] Saito M;Kawamura M;Arakawa S .Role of aggregate in the shrinkage of ordinary Portland and expansive cement concrete[J].Cement and Concrete Composites,1991,13(02):115.
[32] Sims I;Brown B.Concrete Aggregates[A].Oxford,UK:Butterworth-Heinemann,2003:907.
[33] N. Bouzoubaa;M.H. Zhang;V.M. Malhotra .Mechanical properties and durability of concrete made with high-volume fly ash blended cements using a coarse fly ash[J].Cement and Concrete Research,2001(10):1393-1402.
[34] Cengiz Duran Atis;Alaettin Kilic;Umur Korkut Sevim .Strength and shrinkage properties of mortar containing a nonstandard high-calcium fly ash[J].Cement and Concrete Research,2004(1):99-102.
[35] M. Gesoglu;T. Ozturan;E. Guneyisi .Effects of cold-bonded fly ash aggregate properties on the shrinkage cracking of lightweight concretes[J].Cement & concrete composites,2006(7):598-605.
[36] Haque M N .Properties of concrete with and without calcium chloride during drying and wetting[J].Cement and Concrete Research,1980,10(03):377.
[37] M.L. Berndt .Properties of sustainable concrete containing fly ash, slag and recycled concrete aggregate[J].Construction and Building Materials,2009(7):3606-3613.
[38] Bai Y;Darcy F;Basheer P .Strength and drying shrinkage properties of concrete containing furnace bottom ash as fine aggregate[J].Construction and Building Materials,2005,19(09):691.
[39] S.A. Al-Saleh;R.Z. Al-Zaid .Effects of drying conditions, admixtures and specimen size on shrinkage strains[J].Cement and Concrete Research,2006(10):1985-1991.
[40] Maria C. Garci Juenger;Hamlin M. Jennings .Examining the relationship between the microstructure of calcium silicate hydrate and drying shrinkage of cement pastes[J].Cement and Concrete Research,2002(2):289-296.
[41] K.M.A. Hossain;M. Lachemi .Strength, durability and micro-structural aspects of high performance volcanic ash concrete[J].Cement and Concrete Research,2007(5):759-766.
[42] Hasaba S;Kawamure M.Drying shrinkage and durability of the concrete made of recycled concrete aggregate[J].Transactions of the Japan Concrete Institute,1981(03):55.
[43] 王武祥,刘立,尚礼忠,王玲.再生混凝土集料的研究[J].混凝土与水泥制品,2001(04):9-12.
[44] Amnon Katz .Properties of concrete made with recycled aggregate from partially hydrated old concrete[J].Cement and Concrete Research,2003(5):703-711.
[45] Farid Debieb;Said Kenai .The use of coarse and fine crushed bricks as aggregate in concrete[J].Construction and Building Materials,2008(5):886-893.
[46] Use of concrete road recycled aggregates for Roller Compacted Concrete[J].Construction and Building Materials,2010(3):390.
[47] Domingo-Cabo A;Lázaro C;López-Gayarre F.Creep and shrink age of recycled aggregate concrete[J].Construction and Building Materials,2009(03):2545.
[48] L Evangelista;J. de Brito .Durability performance of concrete made with fine recycled concrete aggregates[J].Cement & concrete composites,2010(1):9-14.
[49] Gao P W;Lu X L;Lin H.Effects of fly ash on the properties of envirementally friendly dam concrete,short communication[J].Fuel,2007(08):1208.
[50] Antiohos S K;Papageorgiou D;Chaniotaks E et al.Mechanical and durability characteristics of gypsum-free blended cemengts in corporating sulphate-rich reject fly ash[J].Cement and Concrete Composites,2007,29(07):550.
[51] Kiyoshi Eguchi;Kohji Teranishi .Prediction equation of drying shrinkage of concrete based on composite model[J].Cement and Concrete Research,2005(3):483-493.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%