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介绍了粉煤灰矿物组成、物理性质及通用热塑性树脂的发展现状,以及粉煤灰改性聚乙烯、聚丙烯、聚氯乙烯、聚苯乙烯等通用热塑性树脂的原理,综述了粉煤灰改性技术的最新研究进展,结合目前粉煤灰改性技术存在的问题,为粉煤改性通用热塑性树脂今后的研究发展方向提出了建议,并为粉煤灰的资源化利用提供了参考.

参考文献

[1] 中蓝晨光化工研究院有限公司《塑料工业》编辑部.2008~2009年世界塑料工业进展[J].塑料工业,2010(03):1-35,39.
[2] X-ray powder diffraction-based method for the determination of the glass content and mineralogy of coal (co)-combustion fly ashes[J].Fuel,2010(10):P.2971.
[3] Nattapong Makaratat;Chai Jaturapitakkul;Charin Namarak .Effects of binder and CaCl_2 contents on the strength of calcium carbide residue-fly ash concrete[J].Cement & concrete composites,2011(3):436-443.
[4] Sanjay Kumar;Rakesh Kumar .Mechanical activation of fly ash: Effect on reaction, structure and properties of resulting geopolymer[J].CERAMICS INTERNATIONAL,2011(2):533-541.
[5] Ryan T. Chancey;Paul Stutzman;Maria C.G. Juenger .Comprehensive phase characterization of crystalline and amorphous phases of a Class F fly ash[J].Cement and Concrete Research,2010(1):146-156.
[6] Bin-Shafique, S.;Rahman, K.;Yaykiran, M.;Azfar, I. .The long-term performance of two fly ash stabilized fine-grained soil subbases[J].Resources, Conservation and Recycling,2010(10):666-672.
[7] Rastogi K;Sahu J N;Meikap B C et al.Removal of methylene blue from wastewater using fly ash as an adsorbent by hydrocyclone[J].Journal of Hazardous Materials B:Environmental Technologies,2008,158(2-3):531.
[8] Topac FC;Kaya HSB;Alkan U .The effects of fly ash incorporation on some available nutrient contents of wastewater sludges[J].Bioresource Technology: Biomass, Bioenergy, Biowastes, Conversion Technologies, Biotransformations, Production Technologies,2008(5):1057-1065.
[9] 张云怀 .粉煤灰微珠/有机高分子复合材料及其偶联剂界面作用的研究[D].重庆大学,2004.
[10] 高占国,华珞,郑海金,张志刚.粉煤灰的理化性质及其资源化的现状与展望[J].首都师范大学学报(自然科学版),2003(01):70-77.
[11] Iftekhar Ahmad;Prakash A Mahanwar .Mechanical properties of fly ash filled high density polyethylene[J].Journal of Miner Mater Charact Eng,2010,9(03):183.
[12] M.V. Deepthi;Madan Sharma;R.R.N. Sailaja;P. Anantha;P. Sampathkumaran;S. Seetharamu .Mechanical and thermal characteristics of high density polyethylene-fly ash Cenospheres composites[J].Materials & design,2010(4):2051-2060.
[13] WANG Li,谷正,SONG Guo-jun,李培耀,WANG Bao-jin,李汉华,GAO Li.蒙脱土及粉煤灰玻璃微珠对超高分子量聚乙烯/高密度聚乙烯复合材料流动性能的影响[J].塑料,2008(04):21-23.
[14] 李军伟.粉煤灰空心玻璃微珠对HDPE的力学性能和热稳定性的影响[J].上海塑料,2010(03):39-41.
[15] 杨明成,李召朋,宋卫东,张宏娜,王允,全彦君,王万里.废旧PE/木粉/粉煤灰复合材料的制备与辐射改性研究[J].塑料工业,2010(05):12-14,26.
[16] 曹民干,陶梦山.粉煤灰玻璃微珠对超高分子量聚乙烯性能的影响[J].塑料,2004(02):76-79.
[17] 冯绍华,张丽,夏琳,宋玉霞.粉煤灰对聚乙烯性能的影响[J].塑料,2006(06):36-39,53.
[18] Arijit Das;Bhabani K. Satapathy .Structural, thermal, mechanical and dynamic mechanical properties of cenosphere filled polypropylene composites[J].Materials & design,2011(3):1477-1484.
[19] Dilip Chandra Deb Nath;Sri Bandyopadhyay;Yu Aibing.Correlation of mechanical and structural properties of fly ash filled-isotactic polypropylene composites[A].Lexington,Ash Library,2009
[20] Keya Das;Dipa Ray;Kuntal Adhikary .Development of Recycled Polypropylene Matrix Composites Reinforced with Fly Ash[J].Journal of Reinforced Plastics and Composites,2010(4):510-517.
[21] 贺燕,成梓铭.聚丙烯-粉煤灰复合材料力学性能的研究[J].沈阳理工大学学报,2008(04):49-54.
[22] 杨胜林,马晴梅,刘更,李光.粉煤灰/EPDM混炼胶对聚丙烯力学性能及加工性能的影响[J].东华大学学报(自然科学版),2004(01):97-102.
[23] Ipek Sayhar .Use of fly ash as an alternative filler material in PVC-plastisols[D].Izmir:The Graduate School of Engineering and Science of Izmir Institute of Technology,2010.
[24] 冯绍华,张丽,王超,赵燕,宋炜.PVC/粉煤灰/玻璃纤维复合材料力学性能的研究[J].塑料科技,2007(04):36-40.
[25] Lin Jianming;Xiong Dangsheng .Effect of fly ash content and grit size on mechanical and tribological properties of PVC composites[J].Transactions of Nonferrous Metals Society of China,2005,15:457.
[26] 姚跃飞,高磊,杨琼丽,周耿,傅雅琴,刘冠峰.漂珠填充聚氯乙烯基复合材料的隔声性能[J].高分子材料科学与工程,2009(11):61-64.
[27] 李青山,公玲,梁春雨,许红梅.废旧聚氯乙烯-粉煤灰复合材料的研究[J].粉煤灰综合利用,2000(04):26-28.
[28] 徐子芳,张明旭,郜超,魏若男.粉煤灰聚苯乙烯新型保温建筑材料的制备及其机理分析[J].环境工程学报,2011(01):214-218.
[29] 刘彤,陈前林,杨光君,李贺军.利用废旧塑料与粉煤灰制造建筑模板的研究[J].贵州大学学报(自然科学版),2009(01):101-104.
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