橡胶混凝土的研究及应用现状分析

作者：马兵¹,李坤鹏²,胡俊名²,朱伟勇¹,杜轶赟¹,袁书成²,王善云³

作者简介：

马兵,正高级工程师,E⁃mail:mabingtg2008@ 163. com

作者单位：

1. 新疆塔建三五九建工有限责任公司,新疆阿克苏 843000; 2. 四川农业大学土木工程学院,四川都江堰 611830; 3. 中航建设集团有限公司,四川成都 610107

基金项目：

∗师市科技攻关计划(2023GJJ01);四川省省级大学生创新创业训练计划(S202510626098)

摘要：

橡胶混凝土作为回收废旧橡胶(尤其是废弃轮胎)的关键技术,不仅可实现橡胶废弃物的无害化处理,也能改善混凝土的性能,是实现可持续发展的重要措施. 通过总结国内外关于橡胶混凝土的研究发展现状,介绍了橡胶混凝土的基本物理力学性能及其在结构构件中的应用表现;同时探讨了橡胶混凝土在组合结构构件中的应用前景及抗震性能. 总结了橡胶混凝土研究和推广的可行性,以推动橡胶混凝土在建筑工业中的规模化应用.

关键词：橡胶混凝土;组合结构;抗震性能;应用

English：

Rubber concrete, as a key technology for recycling waste rubber (especially waste tires), notonly realizes the harmless treatment of rubber waste but also improves the performance of concrete, whichis an important measure to achieve sustainable development. This paper summarized the current status ofresearch and development on rubber concrete at home and abroad, introduced the basic physical andmechanical properties of rubber concrete and its application in structural components. Additionally, theapplication prospects and seismic performance of rubber concrete in composite structural components wereexplored. The feasibility of rubber concrete research and extension work was summarized to promote thelarge⁃scale application of rubber concrete in the construction industry.

[1]	MALARVIZHI G, SENTHIL N, KAMARAJ C. A study onrecycling of crumb rubber and low density polyethylene blend onstone matrix asphalt [ J ]. Journal of scientific and researchpublications, 2012, 2(10): 1⁃16.
[2]	THOMAS B S, GUPTA R C. A comprehensive review on theapplications of waste tire rubber in cement concrete [ J ].Renewable and sustainable energy reviews,2016,54:1323⁃1333.
[3]	KOBETICˇ OVÁ K, FORˇT J,Cˇ ERNY R. Toxic and biodegradationpotential of waste tires for microorganisms based on twoexperimental designs[J]. Applied sciences,2023,13(8):4871.
[4]	李汉军,苏浩然,于昊男,等. 橡胶混凝土耐久性能研究进展[J]. 硅酸盐通报,2025,44(1):180⁃194.LI H J,SU H R,YU H N,et al. Research progress on durability ofrubber concrete [ J]. Bulletin of the Chinese ceramic society,2025,44(1):180⁃194.
[5]	徐国平. 聚丙烯纤维橡胶混凝土力学特性及其冻融性能试验研究[D]. 淮南:安徽理工大学,2024.XU G P. Experimental study on mechanical properties and freeze⁃thaw properties of polypropylene fiber rubber concrete [ D ].Huainan:Anhui University of Science & Technology,2024.
[6]	李高举. 橡胶混凝土框架节点抗震性能试验与理论研究[D]. 郑州:郑州大学,2019.LI G J. Experimental and analytical study on seismic behavior ofrubber concrete frame joints [ D ]. Zhengzhou: ZhengzhouUniversity,2019.
[7]	陶丽梅. 人工拌合橡胶混凝土在框架梁中的应用[D]. 武汉:湖北工业大学,2017.TAO L M. Application of artificial mixing rubber concrete inframe beam[D]. Wuhan:Hubei University of Technology,2017.
[8]	卢珊. 橡胶混凝土砖填充墙—框架结构体系的抗震性能分析[D]. 沈阳:沈阳建筑大学,2012.LU S. Analysis on seismic performance of concrete rubber brickfiller wall and frame⁃structure system[ D]. Shenyang: ShenyangJianzhu University,2012.
[9]	范璐璐. 废旧轮胎橡胶颗粒水泥混凝土路用性能的研究[D]. 哈尔滨:哈尔滨工业大学,2008.FAN L L. The pavement performance study on the recycled tirerubber⁃filled cement concrete [ D]. Harbin: Harbin Institute ofTechnology,2008.
[10]	申阳瑾. 路用橡胶混凝土研究现状及发展前景[ J]. 广东土木与建筑,2019,26(3):32⁃36.SHEN Y J. State⁃of⁃the⁃arts of research on rubberized concreteand its development prospect for pavements [ J ]. Guangdongarchitecture civil engineering,2019,26(3):32⁃36.
[11]	董建伟,袁琳,朱涵. 橡胶集料混凝土的试验研究及工程应用[J]. 混凝土,2006(7):69⁃71,78.DONG J W, YUAN L, ZHU H. Experiment analysis andapplication of crumb rubber concrete[J]. Concrete,2006(7):69⁃71,78.
[12]	YANG S, QI B, AI Z B, et al. Mechanical properties andmicrocosmic properties of self⁃compacting concrete modified bycompound admixtures[ J]. Journal of renewable materials,2022,10(4):897⁃908.
[13]	ROYCHAND R, GRAVINA R J, ZHUGE Y, et al. Acomprehensive review on the mechanical properties of waste tirerubber concrete[ J]. Construction and building materials,2020,237:117651.
[14]	KHAN I, SHAHZADA K, BIBI T, et al. Seismic performanceevaluation of crumb rubber concrete frame structure using shaketable test[J]. Structures,2021,30:41⁃49.
[15]	WANG J Q,DU B. Experimental studies of thermal and acousticproperties of recycled aggregate crumb rubber concrete [ J ].Journal of building engineering,2020,32:101836.
[16]	LIU F, ZHENG W H, LI L J, et al. Mechanical and fatigueperformance of rubber concrete [ J]. Construction and buildingmaterials,2013,47:711⁃719.
[17]	ASLANI F. Mechanical properties of waste tire rubber concrete[ J ]. Journal of materials in civil engineering, 2016, 28(3):04015152.
[18]	BISHT K, RAMANA P V. Evaluation of mechanical and durability properties of crumb rubber concrete [ J]. Constructionand building materials,2017,155:811⁃817.
[19]	NAJIM K B,HALL M R. Mechanical and dynamic properties ofself⁃compacting crumb rubber modified concrete[J]. Constructionand building materials,2012,27(1):521⁃530.
[20]	REDA TAHA M M,EL⁃DIEB A S,ABD EL⁃WAHAB M A,et al.Mechanical,fracture,and microstructural investigations of rubberconcrete[ J]. Journal of materials in civil engineering,2008,20(10):640⁃649.
[21]	GESOGLU M,GÜNEYISI E,HANSU O,et al. Influence of wasterubber utilization on the fracture and steel⁃concrete bond strengthproperties of concrete [ J]. Construction and building materials,2015,101:1113⁃1121.
[22]	RAFFOUL S,GARCIA R,PILAKOUTAS K,et al. Optimisation ofrubberised concrete with high rubber content: an experimentalinvestigation[J]. Construction and building materials,2016,124:391⁃404.
[23]	MENDIS A S M, AL⁃DEEN S, ASHRAF M. Effect of rubberparticles on the flexural behaviour of reinforced crumbed rubberconcrete beams[ J]. Construction and building materials,2017,154:644⁃657.
[24]	HASSANLI R, YOUSSF O, MILLS J E. Experimentalinvestigations of reinforced rubberized concrete structuralmembers[J]. Journal of building engineering,2017,10:149⁃165.
[25]	YOUSSF O, ELGAWADY M A, MILLS J E. Experimentalinvestigation of crumb rubber concrete columns under seismicloading[J]. Structures,2015,3:13⁃27.
[26]	XUE J,SHINOZUKA M. Rubberized concrete:a green structuralmaterial with enhanced energy⁃dissipation capability [ J ].Construction and building materials,2013,42:196⁃204.
[27]	ABDELALEEM B H, HASSAN A A A. Influence of rubbercontent on enhancing the structural behaviour of beam⁃columnjoints [ J ]. Magazine of concrete research, 2018, 70 ( 19 ):984⁃996.
[28]	KHAN I, SHAHZADA K, BIBI T, et al. Seismic performanceevaluation of crumb rubber concrete frame structure using shaketable test[J]. Structures,2021,30:41⁃49.
[29]	ALSHAIKH I M H,ABU BAKAR B H,ALWESABI E A H,etal. Progressive collapse behavior of steel fiber⁃reinforcedrubberized concrete frames[ J]. Journal of building engineering,2022,57:104920.
[30]	YAN J B,LI Z X,XIE J. Numerical and parametric studies onsteel⁃elastic concrete composite structures [ J ]. Journal ofconstructional steel research,2017,133:84⁃96.
[31]	MUJDECI A,GUO Y T,BOMPA D V,et al. Axial and bendingbehaviour of steel tubes infilled with rubberised concrete [ J].Thin⁃walled structures,2022,181:110125.
[32]	LI F,LIU B D,SUN H B,et al. A novel corrugated steel plate⁃rubberized concrete composite slab: properties and applicationopportunities[J]. Structures,2022,43:1492⁃1502.
[33]	ELCHALAKANI M, HASSANEIN M F, KARRECH A, et al.Experimental investigation of rubberised concrete⁃filled doubleskin square tubular columns under axial compression [ J ].Engineering structures,2018,171:730⁃746.
[34]	刘保东,刘宇,冯明扬,等. 装配式波纹钢管⁃橡胶混凝土组合桥墩抗震性能研究[ J]. 工程抗震与加固改造,2023,45(3):143⁃149,158.LIU B D,LIU Y,FENG M Y,et al. Seismic performance of rubberconcrete⁃filled corrugated steel tubes composite bridge piers[ J].Earthquake resistant engineering and retrofitting,2023,45( 3):143⁃149,158.
[35]	高猛,潘睿雅,冯明扬,等. 波纹钢⁃橡胶混凝土组合板界面抗剪行为试验研究[J]. 铁道建筑,2022,62(6):72⁃76.GAO M, PAN R Y, FENG M Y, et al. Experimental study oninterfacial shear behavior of corrugated steel⁃rubberized concretecomposite slab[J]. Railway engineering,2022,62(6):72⁃76.
[36]	刘振杰,徐培蓁,韩琳,等. 圆钢管橡胶混凝土短柱承载力分析[J]. 青岛理工大学学报,2021,42(2):1⁃9.LIU Z J, XU P Z, HAN L, et al. Bearing capacity analysis ofrubber concrete filled steel tubular short columns[ J]. Journal ofQingdao University of Technology,2021,42(2):1⁃9.
[37]	吴瑕. 圆钢管橡胶混凝土短柱轴压力学性能研究[D]. 青岛:青岛理工大学,2012.WU X. Experimental investigation on axial compression behaviorof rubber concrete filled circular steel tubular short column[D].Qingdao:Qingdao University of Technology,2012.
[38]	张娜. 钢管橡胶混凝土柱的阻尼比及其抗震性能有限元分析[D]. 青岛:青岛理工大学,2013.ZHANG N. Finite element analysis on the damping ratio andseismic performance of rubber concrete filled steel tubularcolumns[D]. Qingdao:Qingdao University of Technology,2013.
[39]	邢焕森. 低周反复水平荷载作用下圆钢管橡胶混凝土柱的抗震性能研究[D]. 青岛:青岛理工大学,2013.XING H S. The study on seismic behavior of rubber concretefilled circular steel tubular column under low⁃cycle repeatedlyhorizontal load [ D ]. Qingdao: Qingdao University ofTechnology,2013.
[40]	姚新红,成聪慧,杜红秀. 高温后橡胶混凝土抗压强度变化及孔结构分析[J]. 混凝土,2015(12):28⁃29,33.YAO X H,CHENG C H,DU H X. Compressive strength variationand pore structure analysis of rubber concrete after hightemperature[J]. Concrete,2015(12):28⁃29,33.
[41]	ABDULLAH W,ABDULKADIR M, MUHAMMAD M. Effect ofhigh temperature on mechanical properties of rubberized concreteusing recycled tire rubber as fine aggregate replacement [ J].Engineering and technology journal,2018,36(8A):906⁃913.
[42]	SABERIAN M, SHI L, SIDIQ A, et al. Recycled concreteaggregate mixed with crumb rubber under elevated temperature[J]. Construction and building materials,2019,222:119⁃129.

混凝土 > 2026年 第卷 第10期