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混凝土振动搅拌机理和工业应用研究
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摘要
目前,原材料级配、性能及新拌混凝土成型等是国内外有关混凝土研究的焦点,而搅拌过程却往往被忽视和研究不够。究其原因,主要是因为搅拌过程涉及多学科交叉领域,如搅拌设备、施工材料和生产工艺等,认知起来比较困难,研究过程中易相互脱节。所以,相关研究至今仍停留在宏观尺度上。致使混凝土微观匀质性较差,界面粘结强度较低;搅拌工作装置的线速度较低,搅拌时间长;搅拌过程存在速度梯度和搅拌低效区等现象长期得不到根本解决。本文提出利用振动与普通静力搅拌相结合的新方法,利用动力学原理设计振动器,置于圆形拌筒的中心,振动器埋在混合料中,振动能量直接被混合料吸收。在两种方式共同作用下,混凝土微观结构和力学性能得以改善,搅拌设备综合性能得以提升。
     论文首先分析了新拌混凝土结构-流变特性,为确定振动搅拌设备工作机构的几何、运动参数提供理论依据,指出各参数的选取需以保证搅拌筒内混合料结构的完全破坏为目标;进一步分析了混凝土搅拌过程及目前普遍采用的普通静力搅拌所存在的不足。
     分六大方面,论文重点对混凝土振动搅拌方式改善搅拌过程及混凝土性能的机理进行了详细阐述,包括:振动搅拌对混凝土结构-流变特性的影响机理;振动搅拌对新拌混凝土中水泥团粒的破坏机理;振动搅拌对新拌混凝土中粗骨料表面的净化及其粘结强度的增强机理;振动搅拌对新拌混凝土中气相生成物的影响机理;振动搅拌对搅拌过程—低效区的改善机理;振动搅拌对多材料的适应性机理。理论分析认为,振动搅拌可综合提高搅拌设备及混凝土各项性能。
     在理论分析的基础上,设计了两台试验样机:振动与静力搅拌相结合,但振动与搅拌工作装置分离的立轴式振动搅拌机,以及振动与静力搅拌工作装置相结合的一体式双卧轴振动搅拌机;进行了振动搅拌对普通混凝土、RCC、SFRC、CA砂浆等材料的适应性试验研究。初步得出了振动搅拌各参数的合理取值及匹配关系,为振动搅拌设备的工业化提供依据。试验结果表明:振动搅拌对多材料具有较好的适应性,各项性能指标均优于普通静力搅拌;立轴振动搅拌更适宜于骨料颗粒普遍较小的CA砂浆等材料的搅拌,双卧轴振动搅拌更适宜于较大粒径骨料的混凝土搅拌。
     在理论分析和大量试验研究的基础上,针对现行搅拌设备评定指标体系的不合理性进行了试验证明和分析,并对修改现行搅拌设备评定指标提出了若干建议,给出在不同场合下需要增加的检验指标,旨在完善现行搅拌设备评定指标体系。
     将理论及试验研究成果与工业实际相结合,试制了1m3双卧轴振动搅拌工业样机,并进行了工业化研究。研究表明:工业样机工作过程稳定可靠,各项指标满足国标要求,能耗较低,搅拌时间为45s;其他条件相同的情况下,工业样机生产的混凝土比普通静力搅拌机生产的混凝土强度提高15%以上,且新拌混凝土匀质性更好;工业样机在减少水泥15%时,混凝土性能仍满足设计要求,节约水泥效果明显。
     本课题研究受到国家自然科学基金项目“混凝土振动拌和机理研究”(50678026)、陕西省重大科技创新专项资金项目“高效混凝土搅拌机的工业化研究”(2008ZKC01-16)资助。
At the present time, the focus of concrete research at home and abroad is materialgraduation, material performance and fresh concrete molding, but not the mixing process.The reason is that the mixing process involves mixing equipment, mixing materials andconstruction technology which belong to different disciplines, and easily divorced from eachother during the research process, so the study of mixing process is still at the macroscopicscale up to now, and this results in some problems, such as poor microstructure uniformity,low interfacial bond strength, low mixing speed, long mixing time, mixing velocitygradient and mixing inefficient zone and so on. The author in this paper presented a newvibratory mixing method with the combination of forced mixing, placing a vibration exciterthat designed by dynamic balance principle in the middle of mixing tube, and thevibrational energy from the exciter will be fully absorbed by mixtures. This new methodcould improve the micro structure and mechanical properties of concrete and thecomprehensive performance of mixing equipment.
     Firstly, the author analyzed the rheological properties of fresh concrete and provided atheoretical basis for determining the parameters of vibratory mixing equipment workingmechanism that ensure the complete destruction of the mixing mixtures structure as the goal.The shortcomings of ordinary forced mixing process were analyzed furtherly, and severalauxiliary methods to improve concrete performance were introduced.
     The mechanisms that vibratory mixing method to improve mixing process and concreteperformance were detailed from six aspects, such as the mechanism of vibratory mixinginfluence on concrete rheological characteristics, the failure mechanism of cement aggregatesby using vibratory mixing method, the cleaning mechanism of coarse aggregate surface andenhancement mechanism of concrete bond strength by means of vibratory mixing, thegenerating mechanism of air bubble under the action of vibration, and the improvingmechanism of mixing inefficient zone during mixing process by means of vibratory mixing,the adaptability mechanism of vibratory mixing on multi material. The analysis found that thecomprehensive performance of concrete can be improved by means of vibratory mixing.
     On the basis of theoretical analysis, a vertical shaft type vibratory mixer and a doublehorizontal shaft type vibratory mixer were designed. The vibration device and mixing device of the former mixer is independent from each other, but the latter is a whole. However, bothprototypes could realize vibrating action while mixing materials. The study of vibrationmixing on multi material’s adaptability was conducted in lab. The materials include ordinaryconcrete, roller compacted concrete (RCC), steel fiber reinforced concrete (SFRC), cementasphalt mortar (CA). Some tentative conclusions about reasonable value of the vibratory andmixing parameters were reached, and these will provide the basis for the industrializedapplication. The test results indicated that vibratory mixing has better adaptability to multimaterial and the concrete performance indexes are better than ordinary forced mixing. Thevertical shaft type vibratory mixer is more suitable for mixing materials with smaller particlesize, such as cement asphalt mortar, and the double horizontal shaft type vibratory mixer ismore suitable for mixing materials with larger particle size.
     Based on the theoretical analysis and experimental study, the irrationality of the currentevaluation index system of mixing equipment was tested and analyzed in this paper, andsome suggestions for revising the current evaluation index system were put forward, such as,what kind of indexes will be needed in different situations, in order to improve the indexsystem.
     In order to combine the research findings of theory and test with industrial practice, aindustrial prototype, a double horizontal shaft type vibratory mixer with1m3capacity, wasdesigned and manufactured, and the industrialization research was proceed. The studies showthat the prototype is stable and reliable during the working process with lower energyconsumption, vibration mixing time of45s and each index meets the national standard.Under the same conditions the strength of concrete produced by industrial prototype is15%higher than ordinary forced mixer, and the homogeneity of fresh concrete produced byindustrial prototype is better. In the case of reducing cement15%, the performance ofconcrete produced by industrial prototype is still meet the design requirements, so the effectof saving cement is obvious.
     The research is assisted by National Science Found (50678026) and Major ScientificTechnological Innovation Special Fund Project in shaanxi province(2008ZKC01-16).
引文
[1]冯忠绪,王卫中,赵利军等.节约型搅拌技术研究[J].中国公路学报,2006,06:118-122
    [2] Beitzel H, Charonnat Y, Beitzel M. Assessment and classification of performance mixers[J].Materialsand Structures.2003,36(258):250-264
    [3]余艳.混凝土振动拌和机理的研究[D].西安:长安大学,2009.05
    [4]赵利军.搅拌低效区及其消除方法的研究[D].西安:长安大学,2005.5
    [5] Ferraris C F. Concrete mixing methods and concrete mixers: State of the art[J]. Journal of Researchof the National Institute of Standards and Technology.2011,106(2):391-399
    [6]肖刚.振动搅拌技术在混凝土生产中的应用[J].建设机械技术与管理,2000,05:14-18
    [7]杜占领,双卧轴振动搅拌机的试验研究[D].西安:长安大学,2003.5
    [8]张良奇,冯忠绪,王卫中.振动搅拌水泥乳化沥青砂浆的试验研究[J].广西大学学报(自然科学版),2011,05:751-757
    [9]赵利军,张磊,冯忠绪等.混凝土振动搅拌的合理振动参数[J].混凝土,2009,12:126-128
    [10] Ping-Kun Chang、Yaw-Nan Peng.Influence of mixing techniques on properties of high performanceconcrete.Cement and Concrete Research.2001,Vol.31
    [11]赵利军.双卧轴搅拌机参数优化及其试验研究[D].西安:长安大学,2002.05
    [12] Vandanjon P O, De Larrard F, Dehousse B, etc. Homogenisation of concrete in a batch plant: Theinfluence of mixing time and method on the introduction of mineral admixtures [J]. Magazine ofConcrete Research.2008,55(2):105-116
    [13]王卫中,冯忠绪,张晓波.混凝土二次搅拌工艺搅拌速度的确定[J].混凝土,2008,08:124-127
    [14]冯忠绪等.节约型搅拌技术的研究,陕西省机械工程学会第九次代表大会会议论文集,2009.11
    [15] Ollivier J P, Maso J C, Bourdette B. Interfacial Transition Zone in Concrete[J]. Advanced CementBased Materials,1995,2(1):30-38
    [16]冯忠绪,王卫中,姚运仕等.搅拌机合理转速研究[J].中国公路学报,2006,02:116-120
    [17]冯忠绪.新拌混凝土的振动再加工技术[J].建筑机械,2003,06:21-23
    [18]李云.混捏机搅刀搅拌理论及安装方式对搅拌性能影响分析[J].贵州农机化,2010,02:31-34.
    [19]蔡涛.多法域视野下的建筑节能路径探析[J].广西轻工业,2011,06:83+87
    [20] Committee on nonconventional concrete technologies for renewal of the high way infrastructure [J].Nonconventional concrete technologies, NMAB-484, Washington, D.C:National Academy Press,2007:11-38
    [21]王卫中,冯忠绪,张晓波.混凝土二次搅拌的机理分析[J].长安大学学报(自然科学版),2008,01:103-106
    [22] Rejeb Saeed Khalaf, Technique of multi-step concrete mixing [J]. Materials and Structures,2005,28(178):230-234
    [23] Takeshi Fukushima, Method For Preparing Concrete by Use of Multi-layer Pan Type Mixer [P].United States Patent,Appl.No.281,897:Sep.13,1983
    [24]刘亚娟.双螺带搅拌机参数和工艺的试验研究[D].西安:长安大学,2007.4
    [25]赵利军,张晓波,冯忠绪.混凝土的双速搅拌工艺研究[J].混凝土,2006,10:78-80
    [26]隋同波,朱晓玲,倪竹君等.国际水泥与混凝土研究及应用最新进展——第五届水泥与混凝土国际会议论文综述[J].水泥,2003,02:66-69
    [27] Vandanjon P O, De Larrard F, Dehousse B, etc.The influence of mixingtime and method on the introduction of mineral admixtures [J]. Magazine of Concrete Research.2003, V55(2):112-137
    [28]邓爱民.商品混凝土机械[M].北京:人民交通出版社,2000
    [29]张海军.搅拌过程的机械强化方法及其试验研究[D].西安:长安大学,2006.4
    [30]吴涛,颜文华,颜呈昕.混凝土搅拌过程及其流变特性分析[J].商品混凝土,2006,02:37-39
    [31]姚运仕.双叶片搅拌机参数优化及其试验研究[D].西安:长安大学,2004.3
    [32]赵悟.搅拌装置参数优化的研究[D].西安:长安大学,2005.5
    [33]李彰.双卧轴搅拌机结构参数匹配的试验研究[D].西安:长安大学,2006.4
    [34] Gerhard Hudelmater Ulm.Vibrating concrete mixer[P].United States Patent,4478514.1984,10
    [35]张金宏,陆好剑,李京生等.德国BHS公司混凝土设备技术[J].中国水利,2002,01:66-67
    [36]张磊.搅拌过程对混凝土含气量的影响[D].西安:长安大学,2010.06
    [37]吴涛,颜文华,颜呈昕.混凝土搅拌过程及其流变特性分析[J].商品混凝土,2006,02:37-39
    [38]赵悟.振动拌和RCC及SFRC的研究[D].西安:长安大学,2000.5
    [39]克利斯托夫·科曼.采用双卧轴搅拌技术高效生产混凝土[J].建筑机械,2003,07:23.
    [40] Маслов Александр Гаврнлов, Научные основы и разработки поличастотныхвибрационных машин дляобработки и уплотнения асфальтобетонных ицементобетонных смесей,Харьков,докторская диссертация,1994
    [41]李立民.搅拌机参数优化及其试验研究[D].西安:长安大学,2006.4
    [42]霍忠义,赵悟,杨凯歌.振动拌和提高RCC和SFRC的均匀性及强度的机理研究[J].筑路机械与施工机械化,2007,12:42-45
    [43]焦予民.混凝土多步搅拌工艺的研究[D].西安:长安大学,2007.1
    [44]冯忠绪著.混凝土搅拌理论与设备[M],北京:人民交通出版社,2001
    [45] U.S.A. Patent. Single discharge door for continuous or batching operation of twin-shaft twin-troughmixers [P]. Patent Number:5,810,475. Sep.22,1998
    [46]王卫中.混凝土二次搅拌工艺及机理研究[D].西安:长安大学,2007.3
    [47]冯西宁,冯忠绪,王卫中.混凝土振动搅拌技术研究的回顾[J].中国工程机械学报,2007,01:113-116
    [48]冯忠绪,王卫中,姚运仕等.搅拌机合理转速研究[J].中国公路学报,2006,02:116-120
    [49]冯忠绪.增加混凝土界面粘结强度的方法[J].长安大学学报,2009,02:101-104
    [50] Dahlinger Gerald Lee,Salgarollo Roberto,Guntet Ronald M.Large volume twin shaft compulsorymixer [P].International Patent,WO02/34377.2001,9
    [51]赵利军,冯忠绪.论机械强化技术在混凝土生产中的应用[J].建设机械技术与管理,2003,11:59-60
    [52]潘启昌.关于在混凝土生产中应用机械强化技术的论述[J].四川建材,2006,02:21-22.
    [53]张良奇,冯忠绪,王卫中.振动搅拌水泥乳化沥青砂浆的试验研究[J].广西大学学报(自然科学版),2011,05:751-757
    [54] Charonnat Y, Beitzel H. Report: Efficiency of concrete mixers towards qualification ofmixers[J].Materials and Structures.2007,30:28-32
    [55]刘永东.沥青水泥砂浆振动搅拌的试验研究[D].西安:长安大学,2011.4
    [56]陈冲.立轴行星式搅拌机参数选择及试验[D].西安:长安大学,2012.5
    [57]霍忠义,赵悟,宋震宁.基于RCC及SFRC的振动拌和方案选择[J].筑路机械与施工机械化,2008,08:46-49+52
    [58]本刊编辑部.水泥与混凝土:观察工程建设行业的风向标——2006中国国际水泥峰会及混凝土技术交流会综合报道[J].建设机械技术与管理,2006,03:31
    [59]席耀忠.国际混凝土研究的新成果[J].混凝土,2003,09:66
    [60]欧沩滨.混凝土机械的发展趋势[J].工程机械与维修.2004,(5):68-69
    [61]洪雷编著.混凝土性能及新型混凝土技术[M],大连:大连理工大学出版社,2005
    [62] J.T.Cannon and S.Dostrovsky,The Evolution of Dynamics:Vibration Theory from1687to1742[M],Springer-Verlag,New York,1981
    [63]冯忠绪,江建卫,于丽娟等.搅拌设备设计讲座(第十四讲)混凝土振动搅拌技术[J].工程机械,2008,04:63-66
    [64]冯忠绪.振动搅拌理论及其装置的研究[D]..西安:西安公路交通大学,1998.4
    [65]冯忠绪,赵利军,王卫中等.搅拌设备设计讲座(第十三讲)消除圆筒形强制搅拌机低效率区[J].工程机械,2008,03:78-81
    [66]李慧慧.干混砂浆混合过程有限元模拟与混合设备关键结构参数优化研究[D].青岛:青岛理工大学,2011.12
    [67]张良奇,冯忠绪,赵利军.1m3双卧轴混凝土振动搅拌机的试验研究[J].广西大学学报(自然科学版),2013,02:250-255
    [68]孔德勇.搅拌CA砂浆的MSO搅拌机参数与工艺的试验研究[D].西安:长安大学,2011.4
    [69]冯忠绪,于丽娟,江建卫等.振动搅拌的试验[J].建筑机械,2000,05:28-29
    [70]钟一愕,何衍宗..转子动力学[M].北京:清华大学出版社,1987
    [71] M Yang, Jennings H M. Influence of mixing methods on the microstructure and rheological behaviorof cement paste [J].Advanced Cement Based Materials.2005,2(2):70-78
    [72]申继军.混凝土振动搅拌技术研究现状及发展前景[J].建设机械技术与管理,2009,12:112-115
    [73]赵利军,冯忠绪,张海军.基于机械强化方法的混凝土搅拌技术研究[J].武汉理工大学学报,2008,01:62-66
    [74]赵利军,董武,冯忠绪.双卧轴式混凝土振动搅拌机的研究[J].筑路机械与施工机械化,2006,09:18-20
    [75] Aiad I, Abd El-Aleem S, El-Didamony H, Rheological properties of cement pastes[J], Cement andconcrete research,32,2002:1839-1843
    [76]付昌会,王卫中,张磊.振动搅拌参数对混凝土含气量的影响[J].长安大学学报(自然科学版),2011,06:100-104
    [77]付昌会,冯忠绪,张磊.振动搅拌对混凝土耐久性的影响[J].广西大学学报(自然科学版),2011,02:251-256
    [78]冯忠绪,王卫中,张晓波等.搅拌设备设计讲座(第十六讲)增强混凝土界面粘结强度的措施[J].工程机械,2008,06:78-84
    [79]张晓波,混凝土双速搅拌工艺的试验研究[D].西安:长安大学,2006.3
    [80]赵利军,董武,冯忠绪.新型搅拌装置的研究及工业化试验[J].工程机械,2006,05:15-17
    [81]冯忠绪,刘亚娟,王卫中.搅拌设备设计讲座(第十五讲)双螺带搅拌机构[J].工程机械,2008,05:63-67.
    [82]徐延峰.搅拌过程对混凝土含气量影响的探讨[D].西安:长安大学,2007.12
    [83]宋艳春.聚合物对水泥砂浆性能的影响研究[J].中国建材科技,2009,06:105-108.
    [84] Ferraris C F. Measurement of the rheological properties of high performance concrete: State of theart report[J]. Journal of Research of the National Institute of Standards and Technology.2009,104(5):461-478
    [85]郭建伟,基于相似理论的双卧轴实验搅拌机的研究[D].西安:长安大学,2012.4
    [86]冯忠绪.节约生产混凝土关键技术及其装置研究通过鉴定[N].中国交通报,2007-06-08B03
    [87]王鹏,孔德勇,雒晓辉.无轴搅拌机的试验研究[J].工程机械,2011,05:45-49+55+7-8
    [88]沈虹.混凝土振动搅拌技术的理论分析及相关装置的研究[D].西安:西安建筑科技大学,2007.5
    [89] Tschegg E K, Rotter H M, Roelfstra P E, Bourgund, Jussel. Fracture mechanical behavior ofaggregate-cement matrix interfaces[J]., Journal of Materials in civil engineering,2005.11:199-203
    [90]许安,崔建飞,江建卫.混凝土搅拌机性能评定指标的探讨[J].西安公路交通大学学报,1999,02:72-74
    [91]冯忠绪,姚录廷.搅拌设备设计(第二讲)搅拌设备性能评定的指标体系[J].工程机械,2005,02:70-72
    [92]董武.双叶片搅拌机参数优化及其工业化试验[D].西安:长安大学,2005.5
    [93] Ramesh G, Sotetino E D, Chen W F, Effect of transition zone on elastic stresses in concretematerials[J], Journal of Materials in civil engineering,2008.11:275-282
    [94]王金锋.电控混凝土搅拌运输车的设计与试验研究[D].西安:长安大学,2007.4
    [95]韩文萍.如何选用振动压路机振动轴用轴承[J].山西焦煤科技,2006,08:1-2
    [96]金鹏.双轴强力冷却混捏机混捏原理分析及设计[D].东北大学,2008
    [97]Bin Mu, Failure mechanise of concrete under fatigue compressive load[J], Materials in CivilEngineering,2004.11:566-575
    [98]周力,杨建辉,侯有良.基于ansys的搅拌臂和搅拌叶片的仿真分析[J].软件,2012,10:91-92.
    [99]冯忠绪,江建卫,于丽娟.振动搅拌理论及其装置的试验研究[J].中国公路学报,1999,03:122-126
    [100]张良奇,冯忠绪.混凝土搅拌过程及其评价[J].长安大学学报(自然科学版),2011,02:101-105
    [101] Sokhuan Choi,Surendra P Shah, Fracture mechanism in cement-based material subject tocompression, Journal of Engineering Mechanics,2008.11:94-102
    [102]赵利军,杜占领,冯忠绪.新型振动搅拌装置的试验研究[J].中国公路学报,2005,02:120-122
    [103]魏军,西安市城市道路交通管理策略研究[D].西安:长安大学,2010.9
    [104] Wittmann F H, Crack formation and fracture energy of normal and high strength concrete[J],Sahana.Vol27, Part4, August2002:413-423
    [105] J.Marchand、H.Hornain、S.Diamond、M.Pigeon and H.Guiraud.THE MICROSTRUCTURE OFDRYCONCRETE PRODUCTS[J].Cement and Concrete Research.2006,Vol.26No.3
    [106]付昌会.搅拌方式对水泥混凝土含气量与性能影响的研究[D].西安:长安大学,2011.11
    [107] Kemmann Christof. Application of twin-shaft batch mixers for dry mineral materials [J]. MineralProcessing.2008,44(1):33-36
    [108] J.Marchand, H.Hornain, S.Diamond, M.Pigeon and H.Guiraud, The microstructure of dry concreteproducts, Cement and Concrete Research,1996,Vol.26No.3
    [109]朱春光.混凝土“抱轴”产生的原因与消除浅析[J].建筑机械,2001,07:64
    [110]中华人民共和国铁道部科学技术司.科技基[2008]74号,客运专线铁路无碴轨道支承层暂行技术条件[S],北京:中国铁道出版社,2008
    [111]中华人民共和国国家标准.混凝土搅拌站(楼)(GB/T10171-2005)[S],北京:中国标准出版社.2005
    [112]中华人民共和国国家标准.普通混凝土力学性能试验方法标准(GB/T50081-2002)[S],北京:中国标准出版社,2002

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