浮石及浮石轻骨料混凝土材料研究进展
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摘要
浮石是一种分布较为广泛的天然非金属矿藏,其具有非常发达的孔隙结构特征,利用其这一特征可以作为天然轻骨料配制浮石轻骨料混凝土。随着工程建设的飞速发展,普通混凝土自重大、隔热保温性差等问题制约其在某些特定工程上的发展,而浮石混凝土与之相比具有比强度高、保温隔热、抗震耐久等优点。本文概括了浮石的形成过程、特性与研究现状,针对浮石混凝土做了进一步分类,概述各类型浮石混凝土的特点与优势,并阐述了国内外浮石混凝土物理力学性能与耐久性的研究现状,最后对浮石混凝土研究与应用进行展望。
Pumice is a widely distributed natural non-metallic minerals,which has a highly developed pore structure characteristic,it could be mixed as a natural lightweight aggregate of pumice concrete with this characteristic. With the rapid development of engineering construction,the problems of ordinary concrete such as larger weight, poor thermal insulation restrict its development in some specific engineering. However compared with ordinary concrete,pumice concrete has the advantages of high specific strength,good thermal insulation,great seismic and durability. This paper summarized the formation process, characteristics and research status of pumice. It further classified the pumice concrete,generalized the characteristics and advantages of the various types of pumice concrete,and described the research situation of pumice concrete in physical mechanical properties and durability aspects. In the end,it prospects the research and application of pumice concrete in the future.
Pumice is a widely distributed natural non-metallic minerals,which has a highly developed pore structure characteristic,it could be mixed as a natural lightweight aggregate of pumice concrete with this characteristic. With the rapid development of engineering construction,the problems of ordinary concrete such as larger weight, poor thermal insulation restrict its development in some specific engineering. However compared with ordinary concrete,pumice concrete has the advantages of high specific strength,good thermal insulation,great seismic and durability. This paper summarized the formation process, characteristics and research status of pumice. It further classified the pumice concrete,generalized the characteristics and advantages of the various types of pumice concrete,and described the research situation of pumice concrete in physical mechanical properties and durability aspects. In the end,it prospects the research and application of pumice concrete in the future.
引文
[1]Grasser K,Minke G.Building with Pumice[M].Eschborn:Deutsche Deutsche Gesellschaft für Technische Zusammenarbeit(GTZ)Gmb H,1990.
[2]钱壮志.浮石及其开发利用研究进展[J].矿物岩石,1998,13(02):111-115.
[3]杨新磊.浮石及其混凝土的性能与应用研究[D].天津:河北工业大学学位论文,2004.
[4]王萧萧,申向东.矿物掺量对轻骨料混凝土物理性能的影响研究[M].北京:中国水利水电出版社,2015.
[5]夫凡.蛭石和浮石的性能与用途[J].建筑材料工业,1959,11:39-38.
[6]吕兴军.浮石混凝土技术试验研究[D].大连:大连理工大学学位论文,2013.
[7]宋西战,唐岱新,赵考重.浮石混凝土空心砌块墙体抗震性能的试验研究[J].哈尔滨建筑大学学报,1991,24(01):37-43.
[8]周丽萍,申向东,李学斌,等.天然浮石粉水泥土力学性质的试验研究[J].吉林大学学报:地球科学版,2009,03(03):492-497.
[9]刘学慧,董长山,刘利锋.利用浮石生产泡沫玻璃[J].保温材料与节能技术,1996,02:13-18.
[10]传秀云,Michio I.Ti O2/浮石复合材料降解有机污染物亚甲基蓝的实验研究[J].矿物岩石地球化学通报,2005,24(02):110-113.
[11]祝之友,周胜建.海浮石基原与性效辨析[J].时珍国医国药,2000,11(08):739-740.
[12]韩成浚.浮石洁手剂[J].兰州科技情报,1994,03:25.
[13]Yasar E,Atis C D,Kilic A,et al.Strength properties of lightweight concrete made with basaltic pumice and fly ash[J].Materials Letters,2003,57(15):2267-2270.
[14]Demirboga R,Gul R.Durability of mineral admixtured lightweight aggregate concrete[J].Indian Journal of Engineering&Materialsences,2004,11(3):201-206.
[15]Beycioglu A,Basyigit C.Effect of mineral admixtures on properties of lightweight pumice concrete[J].International Journal of Physical Sciences,2011,(7):1591-1603.
[16]Ramezanianpour A A.Hybrid fiber reinforced concrete containing pumice and metakaolin[J].Civil Engineering Infrastructures Journal,2014,47(2):229-238.
[17]秦淑芳,申向东.偏高岭土对天然轻骨料混凝土力学性能影响的研究[J].硅酸盐通报,2013,32(06):1187-1190.
[18]高矗,申向东,王萧萧,等.石灰石粉对浮石混凝土力学性能和微观结构的影响[J].硅酸盐通报,2014,33(07):1583-1588.
[19]王萧萧,申向东,王海龙,等.石粉掺量对轻骨料混凝土性能的影响[J].建筑材料学报,2015,18(01):49-53.
[20]张通,申向东,王萧萧,等.石灰石粉对轻骨料混凝土力学性能的影响[J].中国科技论文,2015,10(01):51-54.
[21]Kaffetzakis M I,Papanicolaou C G.Fiber-Reinforced Pumice Aggregate Self-Compacting Concrete[C].Concrete Engineering for Excellence and Efficiency,At Prague,Chech Republic,2011.
[22]Rashiddadash P,Ramezanianpour A A,Mahdikhani M.Experimental investigation on flexural toughness of hybrid fiber reinforced concrete(HFRC)containing metakaolin and pumice[J].Construction&Building Materials,2014,51(1):313-320.
[23]Bahar D,Tahir G.The effect of high temperature on the porosity and compressive strength on the carbon fiber reinforced lightweight concrete[J].Pamukkale University Journal of Engineering Sciences,2008,14(2):223-228.
[24]张爱军.钢纤维轻骨料混凝土物理力学性能及韧性的试验研究[D].呼和浩特:内蒙古农业大学学位论文,2008.
[25]孙婧,麻建锁,蔡焕琴,等.利用玉米秸秆制备浮石复合混凝土的试验研究[J].混凝土,2013,14(07):138-140,143.
[26]Sari D,Pasamehmetoglu A G.The effects of gradation and admixture on the pumice lightweight aggregate concrete[J].Cement&Concrete Research,2005,35(5):936-942.
[27]Sariisik A,Sariisik G.New production process for insulation blocks composed of EPS and lightweight concrete containing pumice aggregate[J].Materials&Structures,2012,45(9):1345-1357.
[28]王海龙,申向东,王萧萧,等.橡胶轻骨料混凝土的物理力学性能[J].硅酸盐通报,2015,34(08):2267-2273,2280.
[29]蔡焕琴,孙婧.新型浮石复合混凝土的性能研究[J].河北建筑工程学院学报,2013,31(01):4-6,13.
[30]樊丽军,巩天真.玻化微珠浮石混凝土试验研究[J].混凝土,2014,15(02):79-81.
[31]董伟,申向东,林艳杰,等.风积沙的掺入对浮石轻骨料混凝土性能的影响[J].硅酸盐通报,2015,34(08):2089-2094,2106.
[32]Onoue K,Tamai H,Suseno H.Shock-absorbing capability of lightweight concrete utilizing volcanic pumice aggregate[J].Construction&Building Materials,2015,83:261-274.
[33]Cavaleri L,Miraglia N,Papia M.Pumice concrete for structural wall panels[J].Engineering Structures,2003,25(02):115-125.
[34]朱聘儒.浮石混凝土受压破坏过程及其应力—应变曲线[J].哈尔滨建筑工程学院学报,1985,02:44-57.
[35]王冰,李学章,计学闰.浮石混凝土与变形钢筋粘结锚固性能的研究[J].哈尔滨建筑大学学报,1998,06(06):30-37.
[36]白润山,麻建锁,张煜,等.硬壳浮石轻骨料混凝土的制备及其力学性能研究[J].河北建筑工程学院学报,2007,25(01):3-4.
[37]Hossain K M A,Ahmed S,Lachemi M.Lightweight concrete incorporating pumice based blended cement and aggregate:Mechanical and durability characteristics[J].Construction&Building Materials,2011,25(03):1186-1195.
[38]Hossain K M A.Macro and microstructural investigations on strength and durability of pumice concrete at high temperature[J].Journal of Materials in Civil Engineering,2006,18(04):527-536.
[39]Wang X,Shen X,Wang H,et al.Nuclear magnetic resonance analysis of concrete-lined channel freeze-thaw damage[J].Journal of the Ceramic Society of Japan,2015,123:43-51.
[40]王萧萧,申向东,王海龙,等.盐蚀-冻融循环作用下天然浮石混凝土的抗冻性[J].硅酸盐学报,2014,42(11):1414-1421.
[41]霍俊芳,于乃领,王婷.浮石混合骨料混凝土冻融损伤模型及剩余寿命预测[J].硅酸盐通报,2014,33(01):11-14.
[42]高矗,申向东,王萧萧,等.应力损伤轻骨料混凝土抗冻融性能[J].硅酸盐学报,2014,42(10):1247-1252.
[43]韩俊涛,申向东.浮石混凝土力学性能及抗硫酸盐侵蚀试验研究[J].新型建筑材料,2013,40(09):15-18.
[2]钱壮志.浮石及其开发利用研究进展[J].矿物岩石,1998,13(02):111-115.
[3]杨新磊.浮石及其混凝土的性能与应用研究[D].天津:河北工业大学学位论文,2004.
[4]王萧萧,申向东.矿物掺量对轻骨料混凝土物理性能的影响研究[M].北京:中国水利水电出版社,2015.
[5]夫凡.蛭石和浮石的性能与用途[J].建筑材料工业,1959,11:39-38.
[6]吕兴军.浮石混凝土技术试验研究[D].大连:大连理工大学学位论文,2013.
[7]宋西战,唐岱新,赵考重.浮石混凝土空心砌块墙体抗震性能的试验研究[J].哈尔滨建筑大学学报,1991,24(01):37-43.
[8]周丽萍,申向东,李学斌,等.天然浮石粉水泥土力学性质的试验研究[J].吉林大学学报:地球科学版,2009,03(03):492-497.
[9]刘学慧,董长山,刘利锋.利用浮石生产泡沫玻璃[J].保温材料与节能技术,1996,02:13-18.
[10]传秀云,Michio I.Ti O2/浮石复合材料降解有机污染物亚甲基蓝的实验研究[J].矿物岩石地球化学通报,2005,24(02):110-113.
[11]祝之友,周胜建.海浮石基原与性效辨析[J].时珍国医国药,2000,11(08):739-740.
[12]韩成浚.浮石洁手剂[J].兰州科技情报,1994,03:25.
[13]Yasar E,Atis C D,Kilic A,et al.Strength properties of lightweight concrete made with basaltic pumice and fly ash[J].Materials Letters,2003,57(15):2267-2270.
[14]Demirboga R,Gul R.Durability of mineral admixtured lightweight aggregate concrete[J].Indian Journal of Engineering&Materialsences,2004,11(3):201-206.
[15]Beycioglu A,Basyigit C.Effect of mineral admixtures on properties of lightweight pumice concrete[J].International Journal of Physical Sciences,2011,(7):1591-1603.
[16]Ramezanianpour A A.Hybrid fiber reinforced concrete containing pumice and metakaolin[J].Civil Engineering Infrastructures Journal,2014,47(2):229-238.
[17]秦淑芳,申向东.偏高岭土对天然轻骨料混凝土力学性能影响的研究[J].硅酸盐通报,2013,32(06):1187-1190.
[18]高矗,申向东,王萧萧,等.石灰石粉对浮石混凝土力学性能和微观结构的影响[J].硅酸盐通报,2014,33(07):1583-1588.
[19]王萧萧,申向东,王海龙,等.石粉掺量对轻骨料混凝土性能的影响[J].建筑材料学报,2015,18(01):49-53.
[20]张通,申向东,王萧萧,等.石灰石粉对轻骨料混凝土力学性能的影响[J].中国科技论文,2015,10(01):51-54.
[21]Kaffetzakis M I,Papanicolaou C G.Fiber-Reinforced Pumice Aggregate Self-Compacting Concrete[C].Concrete Engineering for Excellence and Efficiency,At Prague,Chech Republic,2011.
[22]Rashiddadash P,Ramezanianpour A A,Mahdikhani M.Experimental investigation on flexural toughness of hybrid fiber reinforced concrete(HFRC)containing metakaolin and pumice[J].Construction&Building Materials,2014,51(1):313-320.
[23]Bahar D,Tahir G.The effect of high temperature on the porosity and compressive strength on the carbon fiber reinforced lightweight concrete[J].Pamukkale University Journal of Engineering Sciences,2008,14(2):223-228.
[24]张爱军.钢纤维轻骨料混凝土物理力学性能及韧性的试验研究[D].呼和浩特:内蒙古农业大学学位论文,2008.
[25]孙婧,麻建锁,蔡焕琴,等.利用玉米秸秆制备浮石复合混凝土的试验研究[J].混凝土,2013,14(07):138-140,143.
[26]Sari D,Pasamehmetoglu A G.The effects of gradation and admixture on the pumice lightweight aggregate concrete[J].Cement&Concrete Research,2005,35(5):936-942.
[27]Sariisik A,Sariisik G.New production process for insulation blocks composed of EPS and lightweight concrete containing pumice aggregate[J].Materials&Structures,2012,45(9):1345-1357.
[28]王海龙,申向东,王萧萧,等.橡胶轻骨料混凝土的物理力学性能[J].硅酸盐通报,2015,34(08):2267-2273,2280.
[29]蔡焕琴,孙婧.新型浮石复合混凝土的性能研究[J].河北建筑工程学院学报,2013,31(01):4-6,13.
[30]樊丽军,巩天真.玻化微珠浮石混凝土试验研究[J].混凝土,2014,15(02):79-81.
[31]董伟,申向东,林艳杰,等.风积沙的掺入对浮石轻骨料混凝土性能的影响[J].硅酸盐通报,2015,34(08):2089-2094,2106.
[32]Onoue K,Tamai H,Suseno H.Shock-absorbing capability of lightweight concrete utilizing volcanic pumice aggregate[J].Construction&Building Materials,2015,83:261-274.
[33]Cavaleri L,Miraglia N,Papia M.Pumice concrete for structural wall panels[J].Engineering Structures,2003,25(02):115-125.
[34]朱聘儒.浮石混凝土受压破坏过程及其应力—应变曲线[J].哈尔滨建筑工程学院学报,1985,02:44-57.
[35]王冰,李学章,计学闰.浮石混凝土与变形钢筋粘结锚固性能的研究[J].哈尔滨建筑大学学报,1998,06(06):30-37.
[36]白润山,麻建锁,张煜,等.硬壳浮石轻骨料混凝土的制备及其力学性能研究[J].河北建筑工程学院学报,2007,25(01):3-4.
[37]Hossain K M A,Ahmed S,Lachemi M.Lightweight concrete incorporating pumice based blended cement and aggregate:Mechanical and durability characteristics[J].Construction&Building Materials,2011,25(03):1186-1195.
[38]Hossain K M A.Macro and microstructural investigations on strength and durability of pumice concrete at high temperature[J].Journal of Materials in Civil Engineering,2006,18(04):527-536.
[39]Wang X,Shen X,Wang H,et al.Nuclear magnetic resonance analysis of concrete-lined channel freeze-thaw damage[J].Journal of the Ceramic Society of Japan,2015,123:43-51.
[40]王萧萧,申向东,王海龙,等.盐蚀-冻融循环作用下天然浮石混凝土的抗冻性[J].硅酸盐学报,2014,42(11):1414-1421.
[41]霍俊芳,于乃领,王婷.浮石混合骨料混凝土冻融损伤模型及剩余寿命预测[J].硅酸盐通报,2014,33(01):11-14.
[42]高矗,申向东,王萧萧,等.应力损伤轻骨料混凝土抗冻融性能[J].硅酸盐学报,2014,42(10):1247-1252.
[43]韩俊涛,申向东.浮石混凝土力学性能及抗硫酸盐侵蚀试验研究[J].新型建筑材料,2013,40(09):15-18.