绿色混凝土的研究现状及发展建议
|
摘要
绿色混凝土是符合"可持续发展"的新型环保材料,有很高的强度、耐久性、植生性及环境协调性。是我国建设节约型社会及环保型社会发展道路方针的具体体现。通过矿物掺合料、再生骨料、透水、绿化混凝土实现混凝土的耐久和环保利用,旨在提高资源的利用率,保护环境,实现资源的可持续发展。
Green concrete is in line with the "sustainable development" of new environmental protection materials with high strength, durability, plant similarity and environmental harmony, which is the concrete embodiment of resource-saving and environmental-friendly society. With mineral admixtures, recycled aggregates, permeable and greening concrete, durability and environmental protection of concrete can be realized. It aims at improving the utilization rate of resources, protecting the environment and realizing the sustainable development of resources.
Green concrete is in line with the "sustainable development" of new environmental protection materials with high strength, durability, plant similarity and environmental harmony, which is the concrete embodiment of resource-saving and environmental-friendly society. With mineral admixtures, recycled aggregates, permeable and greening concrete, durability and environmental protection of concrete can be realized. It aims at improving the utilization rate of resources, protecting the environment and realizing the sustainable development of resources.
引文
[1]聂祚仁,王志宏.生态环境材料学[M].北京:机械工业出版社,2004.
[2]艾红梅,白军营.环境协调型绿色混凝土的发展[J].混凝土,2010(12):93-95.
[3]韩建国,阎培渝.绿色混凝土的研究和应用现状及发展趋势[J].混凝土世界,2016(6):34-42.
[4]吴中伟.绿色高性能混凝土—混凝土的发展方向[J].混凝土与水泥制品,1998(1):3-6.
[5] R J in,Q Che n.An inve s tigation of curre nt s tatus of"gre e n"concre te in the cons truction indus try[C]. 49th ASC AnnualInte rnational Confe re nce Proce e dings,2013.
[6]姚武.绿色混凝土[M].北京:化学工业出版社,2005.
[7]夏远英,陈景,熊骁辉,等.绿色混凝土发展途径的探讨[J].混凝土,2011(4):101-104.
[8] R E Davis.His torical accounts of m as s concre te[C].Inproce e ding of s ym pos ium on Mas s Concre te,De troit MI:Am e rican Concre te Ins titute,1963.
[9]邱志强,林光钗.国内外绿色混凝土的发展动态及趋势[J].福建建筑,2009(12):49-51.
[10]吴建华,蒲心诚,刘芳.大掺量粉煤灰高性能混凝土配制技术[J].重庆大学学报(自然科学版),2005,28(5):54-58.
[11]高丹盈,张丽娟,芦静云,等.再生骨料混凝土配合比设计参数研究[J].建筑科学与工程学报,2016,33(1):8-14.
[12] Etxe be rria M,Vázque z E,MaríA, e t al.Influe nce ofam ount of re cycle d coars e aggre gate s and productionproce s s on prope rtie s of re cycle d aggre gate concre te[J].Ce m e nt and Concre te Re s e arch,2007,37(5):735-742.
[13] Ding T,Xiao J,Tam V W Y.A clos e d-loop life cycleas s e s s m e nt of re cycle d aggre gate concre te utilization inChina[J].Was te Manage m e nt,2016,56:367-375.
[14] Carne iro J A,Lim a P R L,Le ite M B,e t al.Com pre s s ives tre s s s train be havior of s te e l fibe r re inforce d-re cycle daggre gate concre te[J].Ce m e nt and Concre te Com pos ite s,2014,46:65-72.
[15]高丹盈,楼志辉,王占桥.钢纤维再生混凝土抗压强度试验研究[J].郑州大学学报(工学版),2007(2):5-10.
[16] Se naratne S,Ge race D,Mirza O,e t al.The cos ts andbe ne fits of com bining re cycle d aggre gate w ith s te e l fibre sas a s us tainable,s tructural m ate rial[J].J ournal of Cle ane rProduction,2016,112:2 318-2 327.
[17]郭辉,鹿群,张丽娟,等.钢纤维再生混凝土剪切性能的正交实验研究[J].世界地震工程,2016(02):107-112.
[18]蒋凌云,陈秋南,屈锋,等.氯盐侵蚀环境下钢纤维再生混凝土抗压性能试验研究[J].应用力学学报,2014(06):965-969.
[19]宋中南,石云兴.透水混凝土及其应用技术[M].北京:中国建筑工业出版社,2011.
[20] Gugge m os A,Horvath A.Com paris on of e nvironm e ntale ffe cts of s te e l and concre te fram e d buildings[J].J ournalof Infras tructure Sys te m s,2005,11(2):93-101.
[21] Ghafoori Nade r,Dutta Shivaji. De ve lopm e nt of no-fine sconcre te pave m e nt applications[J].J ournal of Trans portationEngine e ring,1995,121(3):283-288.
[22] T Y Lo,H Z Cui.Effe ct of porous lightw e ight aggre gate ons tre ngth of concre te[J].Mate rials Le tte rs,2004(58):916-919.
[23] Lian C,Zhuge Y,Be e cham S.The re lations hip be tw e e nporos ity and s tre ngth for porous concre te[J].Cons tructionand Building Mate rials,2011,25(6):4 294-4 298.
[24] Lim E, KH Tan, TF Fw a. High-s tre ngth high-poros itype rvious concre te pave m e nt[J]. Advance d Mate rialsRe s e arch,2013,723(8):361-367.
[25]冯乃谦.新实用混凝土大全[M].北京:科学出版社,2005.
[26]孙道胜,胡普华,段加超,等.无砂大孔绿化混凝土制备的初步研究[J].安徽建筑大学学报,2004,12(1):35-39.
[27]张朝晖.多孔植被混凝土研究[D].重庆:重庆大学,2006.
[28]高建明,吉伯海.植生型多孔混凝土性能的试验[J].江苏大学学报,2005,26(4):345-349.
[29] A A Aliabdo,A E M A Elm oaty,H A Sale m. Effe ct ofce m e nt addition, s olution re s ting tim e and curingcharacte ris tics on fly as h bas e d ge opolym e r concre tepe rform ance[J].Cons tr.Build.Mate r,2016(123):581-593.
[30]张园园.气液法制备球霰石型CaCO3对绿色混凝土性能的影响研究[D].安徽:安徽理工大学,2016.
[31]李秋义,汲博生,岳公冰.大孔生态混凝土强度与抗硫酸盐侵蚀性能[J].沈阳工业大学学报,2014,36(5):578-584.
[32]彭华.绿色生态混凝土试验研究[D].湖南:中南林业科技大学,2015.
[33]谢新生,汤巍,王锦叶.多孔生态混凝土强度与孔隙率的试验研究[J].四川大学学报,2008,11(6):19-23.
[34] Lian C,Zhuge Y,Be e cham S.The re lations hip be tw e e nporos ity and s tre ngth for porous concre te[J].Cons tructionand Building Mate rial,2011,25(11):4 294-4 298.
[35] Milani S Sum anas ooriya, Narayanan Ne ithalath. Pores tructure fe ature s of pe rvious concre te s propor tione dfor de s ire d poros itie s and the ir pe rform ance pre diction[J].Ce m e nt&Concre te Com pos ite s,2011,33:778-787.
[36]魏林春,樊建超,罗仁安,等.绿化生态混凝土双向力学性能实验研究[J].上海大学学报,2006,12(6):647-650.
[37]吴智仁,陆春华,刘荣桂,等.现浇护堤植生型生态混凝土性能指标及耐久性能[J].江苏大学学报,2005,26(5):380-383.
[38]潘志峰.植物生长型多孔混凝土抗冻性能及机理研究[D].福建:东南大学,2007.
[39] Yang J,J iang G. Expe rim e ntal Study on Prope rtie s ofPe rvious Concre te Pave m e nt Mate rials[J].Ce m e nt andConcre te Re s e arch,2003(33):381-386.
[40]潘文佳,高建明,宋文峰,等.多孔混凝土在干湿交替作用下加速硫酸盐侵蚀的耐久性评价[J].混凝土与水泥制品,2007(6):5-8.
[41]蒋昌波,刘易庄,向泰尚,等.多孔混凝土植生性能试验研究[J].混凝土,2014(5):152-156.
[42] Malhotra V M, Me hta P K.High Pe rform ance, HighVolum e Fly As h Concre te:Mate rials,Mixture Proportioning,Prope rtie s,Cons truction Practice,and Cas e His torie s[M].Ottaw a:Marquardt Printing,2002.
[43]聂丽华.绿化混凝土的植物相容性与生物学特性的研究[D].福建:福建农林大学,2008.
[44]樊建超,罗仁安,冯辉荣.植物相容型生态混凝土的制备试验与研究[J].福建林业科技,2005,32(3):11-14.
[45]姜伟民.植生混凝土综述与开发应用研究[J].混凝土,2009(7):97-98,015.
[46]戢占文,王珂,张涛,等.植生混凝土性能的试验研究[J].绿色科技,2011(9):203-204.
[47]杨伯科.混凝土使用新技术手册[M].长春:吉林科学科技出版社,1998:2-4.
[48]陈志山,陈荷生.生态混凝土净水新技术[J].上海环境科学,2002,12(5):302-304.
[49]王立久,汪振双,赵善宇.绿色生态混凝土技术的研究现状与发展[J].混凝土,2009,237(7):6-11.
[50]邱志强,林光钗.国内外绿色混凝土的发展动态及趋势[J].福建建筑,2009,138(12):49-51.
[2]艾红梅,白军营.环境协调型绿色混凝土的发展[J].混凝土,2010(12):93-95.
[3]韩建国,阎培渝.绿色混凝土的研究和应用现状及发展趋势[J].混凝土世界,2016(6):34-42.
[4]吴中伟.绿色高性能混凝土—混凝土的发展方向[J].混凝土与水泥制品,1998(1):3-6.
[5] R J in,Q Che n.An inve s tigation of curre nt s tatus of"gre e n"concre te in the cons truction indus try[C]. 49th ASC AnnualInte rnational Confe re nce Proce e dings,2013.
[6]姚武.绿色混凝土[M].北京:化学工业出版社,2005.
[7]夏远英,陈景,熊骁辉,等.绿色混凝土发展途径的探讨[J].混凝土,2011(4):101-104.
[8] R E Davis.His torical accounts of m as s concre te[C].Inproce e ding of s ym pos ium on Mas s Concre te,De troit MI:Am e rican Concre te Ins titute,1963.
[9]邱志强,林光钗.国内外绿色混凝土的发展动态及趋势[J].福建建筑,2009(12):49-51.
[10]吴建华,蒲心诚,刘芳.大掺量粉煤灰高性能混凝土配制技术[J].重庆大学学报(自然科学版),2005,28(5):54-58.
[11]高丹盈,张丽娟,芦静云,等.再生骨料混凝土配合比设计参数研究[J].建筑科学与工程学报,2016,33(1):8-14.
[12] Etxe be rria M,Vázque z E,MaríA, e t al.Influe nce ofam ount of re cycle d coars e aggre gate s and productionproce s s on prope rtie s of re cycle d aggre gate concre te[J].Ce m e nt and Concre te Re s e arch,2007,37(5):735-742.
[13] Ding T,Xiao J,Tam V W Y.A clos e d-loop life cycleas s e s s m e nt of re cycle d aggre gate concre te utilization inChina[J].Was te Manage m e nt,2016,56:367-375.
[14] Carne iro J A,Lim a P R L,Le ite M B,e t al.Com pre s s ives tre s s s train be havior of s te e l fibe r re inforce d-re cycle daggre gate concre te[J].Ce m e nt and Concre te Com pos ite s,2014,46:65-72.
[15]高丹盈,楼志辉,王占桥.钢纤维再生混凝土抗压强度试验研究[J].郑州大学学报(工学版),2007(2):5-10.
[16] Se naratne S,Ge race D,Mirza O,e t al.The cos ts andbe ne fits of com bining re cycle d aggre gate w ith s te e l fibre sas a s us tainable,s tructural m ate rial[J].J ournal of Cle ane rProduction,2016,112:2 318-2 327.
[17]郭辉,鹿群,张丽娟,等.钢纤维再生混凝土剪切性能的正交实验研究[J].世界地震工程,2016(02):107-112.
[18]蒋凌云,陈秋南,屈锋,等.氯盐侵蚀环境下钢纤维再生混凝土抗压性能试验研究[J].应用力学学报,2014(06):965-969.
[19]宋中南,石云兴.透水混凝土及其应用技术[M].北京:中国建筑工业出版社,2011.
[20] Gugge m os A,Horvath A.Com paris on of e nvironm e ntale ffe cts of s te e l and concre te fram e d buildings[J].J ournalof Infras tructure Sys te m s,2005,11(2):93-101.
[21] Ghafoori Nade r,Dutta Shivaji. De ve lopm e nt of no-fine sconcre te pave m e nt applications[J].J ournal of Trans portationEngine e ring,1995,121(3):283-288.
[22] T Y Lo,H Z Cui.Effe ct of porous lightw e ight aggre gate ons tre ngth of concre te[J].Mate rials Le tte rs,2004(58):916-919.
[23] Lian C,Zhuge Y,Be e cham S.The re lations hip be tw e e nporos ity and s tre ngth for porous concre te[J].Cons tructionand Building Mate rials,2011,25(6):4 294-4 298.
[24] Lim E, KH Tan, TF Fw a. High-s tre ngth high-poros itype rvious concre te pave m e nt[J]. Advance d Mate rialsRe s e arch,2013,723(8):361-367.
[25]冯乃谦.新实用混凝土大全[M].北京:科学出版社,2005.
[26]孙道胜,胡普华,段加超,等.无砂大孔绿化混凝土制备的初步研究[J].安徽建筑大学学报,2004,12(1):35-39.
[27]张朝晖.多孔植被混凝土研究[D].重庆:重庆大学,2006.
[28]高建明,吉伯海.植生型多孔混凝土性能的试验[J].江苏大学学报,2005,26(4):345-349.
[29] A A Aliabdo,A E M A Elm oaty,H A Sale m. Effe ct ofce m e nt addition, s olution re s ting tim e and curingcharacte ris tics on fly as h bas e d ge opolym e r concre tepe rform ance[J].Cons tr.Build.Mate r,2016(123):581-593.
[30]张园园.气液法制备球霰石型CaCO3对绿色混凝土性能的影响研究[D].安徽:安徽理工大学,2016.
[31]李秋义,汲博生,岳公冰.大孔生态混凝土强度与抗硫酸盐侵蚀性能[J].沈阳工业大学学报,2014,36(5):578-584.
[32]彭华.绿色生态混凝土试验研究[D].湖南:中南林业科技大学,2015.
[33]谢新生,汤巍,王锦叶.多孔生态混凝土强度与孔隙率的试验研究[J].四川大学学报,2008,11(6):19-23.
[34] Lian C,Zhuge Y,Be e cham S.The re lations hip be tw e e nporos ity and s tre ngth for porous concre te[J].Cons tructionand Building Mate rial,2011,25(11):4 294-4 298.
[35] Milani S Sum anas ooriya, Narayanan Ne ithalath. Pores tructure fe ature s of pe rvious concre te s propor tione dfor de s ire d poros itie s and the ir pe rform ance pre diction[J].Ce m e nt&Concre te Com pos ite s,2011,33:778-787.
[36]魏林春,樊建超,罗仁安,等.绿化生态混凝土双向力学性能实验研究[J].上海大学学报,2006,12(6):647-650.
[37]吴智仁,陆春华,刘荣桂,等.现浇护堤植生型生态混凝土性能指标及耐久性能[J].江苏大学学报,2005,26(5):380-383.
[38]潘志峰.植物生长型多孔混凝土抗冻性能及机理研究[D].福建:东南大学,2007.
[39] Yang J,J iang G. Expe rim e ntal Study on Prope rtie s ofPe rvious Concre te Pave m e nt Mate rials[J].Ce m e nt andConcre te Re s e arch,2003(33):381-386.
[40]潘文佳,高建明,宋文峰,等.多孔混凝土在干湿交替作用下加速硫酸盐侵蚀的耐久性评价[J].混凝土与水泥制品,2007(6):5-8.
[41]蒋昌波,刘易庄,向泰尚,等.多孔混凝土植生性能试验研究[J].混凝土,2014(5):152-156.
[42] Malhotra V M, Me hta P K.High Pe rform ance, HighVolum e Fly As h Concre te:Mate rials,Mixture Proportioning,Prope rtie s,Cons truction Practice,and Cas e His torie s[M].Ottaw a:Marquardt Printing,2002.
[43]聂丽华.绿化混凝土的植物相容性与生物学特性的研究[D].福建:福建农林大学,2008.
[44]樊建超,罗仁安,冯辉荣.植物相容型生态混凝土的制备试验与研究[J].福建林业科技,2005,32(3):11-14.
[45]姜伟民.植生混凝土综述与开发应用研究[J].混凝土,2009(7):97-98,015.
[46]戢占文,王珂,张涛,等.植生混凝土性能的试验研究[J].绿色科技,2011(9):203-204.
[47]杨伯科.混凝土使用新技术手册[M].长春:吉林科学科技出版社,1998:2-4.
[48]陈志山,陈荷生.生态混凝土净水新技术[J].上海环境科学,2002,12(5):302-304.
[49]王立久,汪振双,赵善宇.绿色生态混凝土技术的研究现状与发展[J].混凝土,2009,237(7):6-11.
[50]邱志强,林光钗.国内外绿色混凝土的发展动态及趋势[J].福建建筑,2009,138(12):49-51.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |