玄武岩纤维工程性质研究进展
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
玄武岩纤维是一种新型的无机环保绿色高性能纤维材料。根据国内外近10年来在该领域取得的成果,着重对玄武岩纤维加筋材料的工程性质、玄武岩纤维的改性等方面研究进展进行了介绍,在其加筋材料的工程性质方面,玄武岩纤维能有效提高材料的抗压、抗拉、抗折强度和承载力,增强材料的抗渗性和抗震性;在其改性研究方面,对玄武岩纤维进行某些物理或化学处理,可以使其与工程材料的粘结度等得到提高,加筋材料的力学性能得到更为明显的改善。最后,针对目前玄武岩纤维研究的不足,提出了今后该领域的研究重点和方向,主要包括:开发更低成本的生产工艺、对玄武岩纤维改性与其复合纤维材料研究、玄武岩纤维与工程材料界面作用机理研究、其加筋材料的力学模型及计算理论研究等。
Basalt fiber is an emerging,inorganic,environmental and high-performance fiber material. Based on the achievements at home and abroad for the past 10 years in this field,this paper presents the research progress in study of the engineering properties and the mechanism of modification for basalt fiber. As to the engineering properties,the basalt fiber is effective in improving compressive strength,tensile strength,bending strength and bearing capacity,increasing the permeability resistance and shock resistance of materials. In modification by some physical or chemical ways,the bonding degree of basalt fiber with other materials can be improved,and the mechanical properties of reinforced materials can also be improved more obviously. Finally,the current research limitations in this field are discussed,some new directions and research topics are proposed for future work. These studies are: development of cheaper production technology,basalt fiber modification and properties of composite material of basalt fiber with other fibers,mechanism of interface between basalt fiber and other materials,as well as mechanical model and computational theory of its reinforced materials.
引文
[1]Sim J,Park C,Moon D Y.Characteristics of basalt fiber as a strengthening material for concrete structures[J].Composites Part B:Engineering,2005,36(6-7):504-512.
    [2]Lund M.Tensile strength of glass fibres[D].Aalborg:Aalborg University,2010.
    [3]Yue Y Z,Korsgaard M,Kirkegaard L F,et al.Formation of a nanocrystalline layer on the surface of stone wool fibers[J].Journal of the American Ceramic Society,2009,92(1):62-67.
    [4]Wang G J,Guo Y J,Xu M X.Studies on filtration performance for ecocomposite of basalt fibers[J].Journal of Functional Materials,2009,40(1):130-134.
    [5]Guan Su J,Liu H S,Wang L N,et al.Study on tensile and melting properties of basalt fiber reinforced woodplastic composite[J].Journal of Functional Materials,2011,(S2):245-247.
    [6]Ye B T,Jiang J Y,Sun W,et al.Influence of basalt fiber on performances of mortar with mineral admixtures[J].Journal of Southeast University(Natural Science Edition),2010,40(A02):34-39.
    [7]赵玉肖.玄武岩纤维增强水泥砂浆性能试验研究[J].中外公路,2013,33(5):8-11.
    [8]潘慧敏.玄武岩纤维混凝土力学性能的试验研究[J].硅酸盐通报,2009,28(5):955-958,972.
    [9]李文哲,吴永根,李文蕾,等.玄武岩纤维机场道面混凝土抗冻性试验研究[J].科学技术与工程,2013,13(26):18-22.
    [10]蔺俊巧.聚酯玄武岩纤维布防止半刚性基层反射裂缝应用研究[J].公路交通科技(应用技术版),2013(1):57-59.
    [11]王雅礼.玄武岩纤维网增强砖体弯曲抗拉强度试验研究[J].安徽建筑,2013(3):65-72.
    [12]贺东青,卢哲安.短切玄武岩纤维混凝土的力学性能试验研究[J].河南大学学报(自然科学版),2009,39(3):320-322.
    [13]王海良,李浩,杨新磊,等.玄武岩纤维钢管混凝土短柱轴心受压试验研究[J].建筑结构,2013(22):22-25.
    [14]唐铁军.玄武岩纤维防水混凝土抗渗性能试验研究[J].国防交通工程与技术,2013(3):25-27.
    [15]李慧芳,陈慰来,隋伟东,等.玄武岩纤维复合材料过滤性能的研究[J].现代纺织技术,2013(4):4-5.
    [16]李静,申士杰,李伟娜,等.酸刻蚀对玄武岩纤维表面偶联剂吸附量及纤维复合材料力学性能的影响[BE/OL].复合材料学报,:[2014/5/4].http://www.cnki.net/KCMS/detail/11.1801.TB.20140117.1515.003.html
    [17]张莉.玄武岩纤维表面处理对复合材料性能的影响[D].北京:北京林业大学,2012.
    [18]张敏,吴刚,蒋语媚,等.玄武岩纤维增强复合材料力学性能试验研究[J].高技术纤维与应用,2007,32(2):15-16.
    [19]胡显奇,罗益锋,申屠年.连续玄武岩纤维及其复合材料[J].高科技纤维与应用,2004,4(2):1-5.
    [20]王晓舜.玄武岩纤维性能与用途探讨[J].纺织科技进展,2010(1):40-41.
    [21]廉杰,杨新勇,杨萌,等.短切玄武岩纤维增强混凝土力学性能的试验研究[J].工业建筑,2007,37(6):8-10.
    [22]陈峰,陈欣.玄武岩纤维混凝土的正交试验研究[J].福州大学学报,2014,42(1):131-137.
    [23]Li Weimin,Xu Jinyu.Mechanical properties of basalt fiber reinforced geopolymeric concrete under impact loading[J].Materials Science and Engineering,2009,505(1):178-186.
    [24]Wei Bin,Cao Hailin,Song Shenhua.Environmental resistance and mechanical performance of basalt and glass fibers[J].Materials Science and Engineering,2010,527(18):4708-4715.
    [25]Tumadhir,Merawi Borhan.Properties of glass concrete reinforced with short basalt fiber[J].Materials and Design,2012,42(12):265-271.
    [26]Lopresto V,Leone C,de Iorio I.Mechanical characterization of basalt fibre reinforced plastic[J].Composites,2011,42(4):717-723.
    [27]刘华挺,张俊芝,傅招旗,等.短切玄武岩纤维混凝土构件抗氯盐侵蚀试验[J].混凝土,2011(1):14-15.
    [28]张海波,童庆,叶文玲,等.玄武岩纤维材料在酸、碱性环境下的耐久性试验研究[J].水运工程,2013(8):69-72.
    [29]樊霆,童庆,叶文玲,等.玄武岩纤维矿物组成形态及熔融析晶特性[J].中南大学学报,2013,44(10):4 307-4 311.
    [30]El Refai A.Durability and fatigue of basalt fiberreinforced polymer bars gripped with steel wedge anchors[J].Journal of Composites for Construction,2013,17(6).doi:10.1061/(ASCE)CC.1943-5614.0000417.
    [31]林希宁,张凤林,周玉梅.玄武岩纤维及其复合材料的研究进展[J].玻璃纤维,2013(2):39-44.
    [32]陈峰,陈欣.玄武岩纤维高性能混凝土力学性能正交试验研究[J].土木工程与管理学报,2013,30(6):6-10.
    [33]王海良,袁磊,宋浩.短切玄武岩纤维混凝土力学性能试验研究[J].建筑结构,2013,43(10):562-564.
    [34]何松华.玄武岩纤维粉煤灰混凝土性能的研究[D].南昌:华东交通大学,2009.
    [35]吴钊贤,袁海庆,卢哲安,等.玄武岩纤维混凝土力学性能试验研究[J].混凝土,2009,30(9):67-68,78.
    [36]宋云祥,杨静,王建强.玄武岩纤维增强聚合物混凝土基本力学性能试验研究[J].华北水利水电学院学报,2012,33(6):18-20.
    [37]李敏,吴智深.短切玄武岩纤维增强低导热型加气混凝土的试验研究[J].东南大学学报,2010,40(22):61-65.
    [38]赵星,霍冀川,高亚,等.玄武岩纤维增强泡沫混凝土性能的研究[J].混凝土与水泥制品,2012,8(12):54-57.
    [39]Wang H L,Guo H Y,Yang X L,et al.Experimental research on influences on mechanical property of C50waterproof concrete by basalt fiber[J].Advanced Materials Research,2014,834:755-761.
    [40]Adhikari S.Mechanical properties and flexural applications of basalt fiber reinforced polymer(BFRP)bars[D].University of Akron,2009.
    [41]Design and construction of building components with fibre-reinforced polymers[M].Canadian Standards Association,2002.
    [42]Kencanawati N N,Shigeishi M.Acoustic emission hit generation behavior of basalt fiber high strength mortar under compression[J].Applied Mechanics and Materials,2014,493:678-683.
    [43]李韧,毕重,王玉,等.短切玄武岩纤维自密实混凝土力学性能的试验研究[J].混凝土与水泥制品,2008(2):48-50.
    [44]彭苗,黄浩雄,廖清河,等.玄武岩纤维混凝土基本力学性能试验研究[J].混凝土,2012,33(1):74-75.
    [45]任煜,王萍.玄武岩纤维的强度及其离散性研究[J].南通大学学报(自然科学版),2013,12(1):56-59
    [46]王雅礼.玄武岩纤维网增强砖砌体弯曲抗拉强度试验研究[J].安徽建筑,2013(3):205-207.
    [47]Pouya Banibayat,Anil Patnaik.Creep rupture performance of basalt fiber reinforced polymer[J].Journal of Aerospace Engineering,2013.doi:10.1061/(ASCE)AS.1943-5525.0000391
    [48]Liu Q Y,He M.Research of the properties of basalt fiber reinforced polymer bar for continuously reinforced concrete pavement[J].Applied Mechanics and Materials,2014,505:184-187.
    [49]黄民,田承宇,何军拥.玄武岩纤维水工混凝土抗渗性能试验研究[J].现代建设,2013,12(8):36-37.
    [50]赵朝辉.玄武岩纤维混凝土耐久性能试验研究[J].科协论坛(下半月),2011,26(4):74-76.
    [51]吴刚,魏洋,吴智深.玄武岩纤维与碳纤维加固混凝土矩形柱抗震性能比较研究[J].工业建筑,2007,7(6):42-46.
    [52]丁斌,余江滔,欧阳利军,等.玄武岩纤维布加固混凝土连续梁试验研究[A]//第八届全国地震工程学术会议论文集(Ⅱ)[C].2010.
    [53]欧阳利军,丁斌,陆洲导,等.玄武岩纤维与碳纤维加固短柱抗震试验研究[J].同济大学学报(自然科学版),2013,41(2):166-172.
    [54]杨德健,张晓雪.玄武岩纤维加固混凝土柱抗震性能分析[J].低温建筑技术,2013(6):80-82
    [55]Zhang Z G,Li M S,Li M Z,et al.Experimental study on the strength of basalt fiber confined concrete under impact loading[J].Applied Mechanics and Materials,2014,507:249-253.
    [56]陈雪善,何艳芬.短切玄武岩纤维增强沥青混合料作用机理研究[J].嘉兴学院学报,2013,25(6):105-110.
    [57]洪晓东,杨东旭,邓恩燕.改性玄武岩纤维增强环氧树脂复合材料的力学性能[J].工程塑料应用,2013,41(2):20-24.
    [58]储长流,周敏东,方第超,等.连续玄武岩纤维冷等离子改性处理性能研究[J].化工新型材料,2013,41(8):89-91.
    [59]王宁,刘敏,庄忱,等.酸处理对玄武岩纤维微观结构和力学性能的影响[J].功能材料,2013,44(1):84-86.
    [60]叶国锐,晏义武,曹海琳.氧化石墨烯改性玄武岩纤维及其复合材料性能研究[EB/OL].复合材料学报,:[2014/5/4].http://www.cnki.net/KCMS/detail/CNKI:11-1801/TB.20131115.1655.011.html
    [61]陈国荣,曹海琳,姜雪,等.表面涂层对玄武岩连续纤维力学性能的影响[J].材料科学与工艺,2011,19(2),19-22.
    [62]Jia Lixia,Jiang Xizhi,et al.The research on the properties of the basalt fiber and its composites[J].Fiber Composites,2005,12:13-14.
    [63]Zhao M,Li Q S,Xie L,Zhang P.Characteristic and appliance of the continuous basalt fiber[J].China Nonmetal,2007,04:11-13.
    [64]Chin-Lung Chiang,Ri-Cheng Chang.Synthesis,characterization and properties of novel self-extinguishing organic-inorganic nanocomposites containing nitrogen,silicon and phosphorus via sol-gel method[J].Composites Science and Technology,2008,68:2 849-2 857.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心