冰凌作用下天然浮石混凝土磨损规律研究

硅酸盐通报 ›› 2022, Vol. 41 ›› Issue (9): 3100-3106.

冰凌作用下天然浮石混凝土磨损规律研究

王萧萧^1,2,3, 冯蓉蓉¹, 荆磊^1,2, 刘曙光^3,4, 闫长旺^3,4, 姜琳¹

1.内蒙古工业大学土木工程学院,呼和浩特 010051;
2.内蒙古工业大学,内蒙古自治区土木工程结构与力学重点实验室,呼和浩特 010051;
3.生态型建筑材料与装配式结构内蒙古自治区工程研究中心,呼和浩特 010051;
4.内蒙古工业大学矿业学院,呼和浩特 010051

收稿日期:2022-05-20 修回日期:2022-06-08 出版日期:2022-09-15 发布日期:2022-09-27
通讯作者: 荆磊,博士,讲师。E-mail:jinglei199109@126.com
作者简介:王萧萧(1987—),女,博士,副教授。主要从事新型建筑材料及其耐久性方面的研究。E-mail:wxiaoxiao.good@163.com
基金资助:
中央引导地方科技发展资金项目(2021ZY0024);内蒙古自治区自然科学基金(2022MS05034);内蒙古自治区科技成果转化项目(2019CG072);内蒙古工业大学科学研究项目(ZZ20216)

Wear Law of Natural Pumice Concrete under Ice Friction

WANG Xiaoxiao^1,2,3, FENG Rongrong¹, JING Lei^1,2, LIU Shuguang^3,4, YAN Changwang^3,4, JIANG Lin¹

1. School of Civil Engineering, Inner Mongolia University of Technology, Hohhot 010051, China;
2. Key Laboratory of Civil Engineering Structure and Mechanics of Inner Mongolia Autonomous Region, Inner Mongolia University of Technology, Hohhot 010051, China;
3.Inner Mongolia Engineering Research Center of Ecological Building Materials and Prefabricated Construction, Hohhot 010051, China;
4. School of Mining and Technology, Inner Mongolia University of Technology, Hohhot 010051, China

Received:2022-05-20 Revised:2022-06-08 Online:2022-09-15 Published:2022-09-27

摘要/Abstract

摘要： 冰磨损是导致水工混凝土损伤的重要因素之一。为探究冰凌作用下天然浮石混凝土的磨损规律,以内蒙古地区的天然浮石为粗骨料,研究浮石骨料体积分数、水胶比、胶凝材料硬度对冰磨损天然浮石混凝土的影响规律,分析了不同因素对天然浮石混凝土磨损量影响的显著性,运用超景深显微镜对冰磨损下天然浮石混凝土的表观形貌进行观测。结果表明:冰磨损天然浮石混凝土磨损量随浮石骨料体积分数和水胶比的增加而增加,随胶凝材料硬度的增加而降低;浮石骨料体积分数和水胶比对天然浮石混凝土磨损量的影响较为显著;在切削磨损和疲劳磨损的共同作用下天然浮石混凝土表层材料脱落,磨损表面孔壁被破坏,孔洞增大。

关键词: 冰磨损, 天然浮石混凝土, 磨损量, 磨损规律, 显著性分析, 磨损形貌

Abstract: Ice wear is one of important factors affecting the damage of hydraulic concrete. In order to investigate the wear law of natural pumice concrete under ice friction, natural pumice in Inner Mongolia was used as coarse aggregate, and the effects of volume fraction of pumice aggregate, water-binder ratio and cementitious material hardness on the wear of natural pumice concrete were studied. The significance of different influencing factors on the wear amount of natural pumice concrete was analyzed. The apparent morphology of natural pumice concrete under ice wear was observed by super depth of field microscope. The results show that the wear amount of natural pumice concrete increases with the increase of pumice aggregate volume fraction and water-binder ratio, and decreases with the increase of cementitious material hardness. The volume fraction of pumice aggregate and water-binder ratio have significant effects on the wear amount of natural pumice concrete. The surface material of natural pumice concrete falls off under the action of cutting and fatigue wear mechanisms. The hole wall of the worn surface is damaged and the holes are enlarged.

Key words: ice wear, natural pumice concrete, wear amount, wear law, significance analysis, wear morphology

中图分类号:

TU528.2

王萧萧, 冯蓉蓉, 荆磊, 刘曙光, 闫长旺, 姜琳. 冰凌作用下天然浮石混凝土磨损规律研究[J]. 硅酸盐通报, 2022, 41(9): 3100-3106.

WANG Xiaoxiao, FENG Rongrong, JING Lei, LIU Shuguang, YAN Changwang, JIANG Lin. Wear Law of Natural Pumice Concrete under Ice Friction[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2022, 41(9): 3100-3106.

参考文献

[1] 秦毅,李子文,刘强,等.黄河内蒙河段凌汛期河床变化的特点及其带来的影响[J].水利学报,2017,48(11):1269-1279.
QIN Y, LI Z W, LIU Q, et al. The characteristics of the riverbed change and its impacts in the Inner-Mongolia reach of the Yellow River during ice flood season[J]. Journal of Hydraulic Engineering, 2017, 48(11): 1269-1279 (in Chinese).
[2] 陈彪.开发浮石资源振兴乌盟经济[J].中国建材,1986,35(10):38.
CHEN B. Develop pumice resources to revitalize the economy of Ulanqab[J]. China Building Materials, 1986, 35(10): 38 (in Chinese).
[3] HOSSAIN K M A, AHMED S, LACHEMI M. Lightweight concrete incorporating pumice based blended cement and aggregate: mechanical and durability characteristics[J]. Construction and Building Materials, 2011, 25(3): 1186-1195.
[4] 刘倩,申向东,薛慧君,等.氯盐侵蚀和干湿循环条件下浮石混凝土的耐久性[J].农业工程学报,2018,34(21):137-143.
LIU Q, SHEN X D, XUE H J, et al. Durability of pumice concrete under chloride erosion and wet-dry cycling conditions[J]. Transactions of the Chinese Society of Agricultural Engineering, 2018, 34(21): 137-143 (in Chinese).
[5] HOSSAIN K M A. Properties of volcanic pumice based cement and lightweight concrete[J]. Cement and Concrete Research, 2004, 34(2): 283-291.
[6] TRAN Q, GHOSH P. Influence of pumice on mechanical properties and durability of high performance concrete[J]. Construction and Building Materials, 2020, 249: 118741.
[7] ÖZ H Ö. Properties of pervious concretes partially incorporating acidic pumice as coarse aggregate[J]. Construction and Building Materials, 2018, 166: 601-609.
[8] FIORIO B. Wear characterisation and degradation mechanisms of a concrete surface under ice friction[J]. Construction and Building Materials, 2005, 19(5): 366-375.
[9] ITOH Y, YOSHIDA A, TSUCHIYA M, et al. An experimental study on abrasion of concrete due to sea ice[C]//Offshore Technology Conference, 1988.
[10] ITOH Y, TANAKA Y, SAEKI H, Estimation method for abrasion of concrete structures due to sea ice movement, the fourth international offshore and polar engineering conference[C]//International Society of Offshore and Polar Engineers, 1994.
[11] 拾兵,潘光辉,于冬,等.冰盖下水流纵向紊动特性的试验研究[J].中国海洋大学学报(自然科学版),2015,45(5):101-106.
SHI B, PAN G H, YU D, et al. Experimental study on turbulence characteristics of the flow under ice sheets[J]. Periodical of Ocean University of China, 2015, 45(5): 101-106 (in Chinese).
[12] HOFF G C. Resistance of concrete to ice abrasion: a review[J]. American Concrete Institute, 1988: 427-455.
[13] JANSON J E. Long term resistance of concrete offshore structures in ice environment[C]//7th International Conference on Offshore Mechanics and Arctic Engineering, 1988.
[14] 王平,侯素珍,楚卫斌.黄河内蒙古段凌期槽蓄增量变化与影响因素[J].人民黄河,2011,33(9):19-21.
WANG P, HOU S Z, CHU W B. The incremental variation of channel storage and its influencing factors of Inner-Mongolia reach of the Yellow River in ice flood season[J]. Yellow River, 2011, 33(9): 19-21 (in Chinese).
[15] 鲁仕宝,黄强,吴成国,等.黄河宁蒙段冰凌灾害及水库防凌措施[J].自然灾害学报,2010,19(4):43-47.
LU S B, HUANG Q, WU C G, et al. Ice jams disaster in Ningxia-Inner Mongolia reaches of the Yellow River and its prevention by reservoirs[J]. Journal of Natural Disasters, 2010, 19(4): 43-47 (in Chinese).
[16] 柯国炬,李北星,赵尚传.路面机制砂水泥混凝土的强度与耐磨性研究[J].混凝土,2009(10):77-79.
KE G J, LI B X, ZHAO S C. Strength and abrasion resistance of pavement manufactured sand cement concrete[J]. Concrete, 2009(10): 77-79 (in Chinese).
[17] 申艳军,张欢,潘佳,等.混凝土界面过渡区微-细观结构识别及形成机制研究进展[J].硅酸盐通报,2020,39(10):3055-3069.
SHEN Y J, ZHANG H, PAN J, et al. Research progress on identification and formation mechanism of microstructures in interface transition zone of concrete[J]. Bulletin of the Chinese Ceramic Society, 2020, 39(10): 3055-3069 (in Chinese).
[18] 曹瑜斌,李秋义,王忠星,等.显微硬度分析在再生混凝土多重界面结构中的应用[J].硅酸盐通报,2017,36(8):2678-2682.
CAO Y B, LI Q Y, WANG Z X, et al. Reconstruction technique and application of multi interface structure model of recycled concrete[J]. Bulletin of the Chinese Ceramic Society, 2017, 36(8): 2678-2682 (in Chinese).
[19] 杜玉兰.浅析材料硬度与耐磨料磨损性的关系[J].现代机械,1998(2):50-51.
DU Y L. Analysis of the relationship between material hardness and wear resistance of wear-resistant materials[J]. Modern Machinery, 1998(2): 50-51 (in Chinese).
[20] 刘芳,尤占平,熊锐.干湿循环-硫酸盐耦合作用下混凝土相对动弹模灰熵关联度分析[J].硅酸盐通报,2018,37(2):660-665+681.
LIU F, YOU Z P, XIONG R. Gray entropy correlation analysis of relative dynamic elastic modulus for concrete under drying-wetting cycles and sulfate attack[J]. Bulletin of the Chinese Ceramic Society, 2018, 37(2): 660-665+681 (in Chinese).
[21] SHAMSUTDINOVA G, HENDRIKS M A N, JACOBSEN S. Concrete-ice abrasion: wear, coefficient of friction and ice consumption[J]. Wear, 2018, 416/417: 27-35.
[22] JACOBSEN S, SCHERER G W, SCHULSON E M. Concrete-ice abrasion mechanics[J]. Cement and Concrete Research, 2015, 73: 79-95.