nav emailalert searchbtn searchbox tablepage yinyongbenwen piczone journalimg journalInfo journalinfonormal searchdiv searchzone qikanlogo popupnotification paper paperNew
2022, 08, v.53;No.586 180-188
基于NMR技术的多因素耦合作用下水工混凝土损伤特征研究
基金项目(Foundation): 国家自然科学基金项目(51969011);; 甘肃省科技计划资助项目(20JR10RA274)
邮箱(Email):
DOI: 10.13928/j.cnki.wrahe.2022.08.018
摘要:

为研究西北地区水工混凝土在多因素耦合作用下的损伤特征,根据现场调研结果设计了室内加速试验,得到了干湿-冻融-盐侵作用下各试件质量损失率、抗压强度、相对动弹性模量的变化规律;通过核磁共振扫描结果分析了各试件T2谱的演化规律,并以灰色系统理论计算出了试件相对动弹性模量与T2图谱之间的关联度。研究结果表明:随着试验的进行,冻融-干湿-盐侵对试件造成的损伤效应不断积累,试件各项参数持续下降,最终失效;核磁共振扫描所得T2谱总面积随试验进行不断增大,其中峰1、峰2面积占T2谱总面积的比例不断减小,而峰3所占比例不断增大;试件相对动弹性模量与T2图谱中峰1、峰2的关联度最高,可根据T2图谱中峰1、峰2的分布情况对试件损伤程度作初步判断。在试验中发现聚丙烯纤维能削弱冻融-干湿-盐侵对混凝土的破坏作用,可在水工混凝土设计中掺入聚丙烯纤维以延长输水建筑物的使用寿命。

Abstract:

In order to understand the damage characteristics of hydraulic concrete in Northwest China under the coupling action of multiple factors, indoor accelerated tests are designed according to the field investigation. And the variation rules of mass loss rate, compressive strength and relative dynamic elastic modulus of each specimen under the action of dry-wet-freeze-thaw-salt invasion are obtained. The evolution law of T2 spectrum of each specimen is analyzed by NMR scanning results, and the correlation between the relative dynamic elastic modulus of specimen and T2 spectrum is computed by the grey system theory. The results show that with the progress of the test, the damage effect caused by freeze-thaw-dry-wet-salt invasion on the specimen continues to accumulate, the parameters of the specimen continue to decline, and finally cause failure; The total area of T2 spectrum obtained by NMR scanning increased with the experiment, and the proportion of peak 1 and peak 2 to the total area of T2 spectrum decreased, while the proportion of peak 3 increased. The relative dynamic modulus of the specimen has a high correlation with the change of peak 1 and peak 2 in the T2 map, and the damage degree of the specimen can be preliminarily judged according to the distribution of peak 1 and peak 2 in the T2 map. It is found that polypropylene fiber can reduce the damage of freezing-thaw-dry-wet-salt invasion to concrete, and polypropylene fiber can be incorporated into hydraulic concrete to prolong the service life of water conveying buildings.

参考文献

[1] 赖海珍,陆程铭,荆慧斌,等.高寒地区复掺矿物掺合料水工混凝土抗冻耐久性劣化机理研究[J].水资源与水工程学报,2019,30(2):191-197.LAI Haizhen,LU Chengming,JING Huibin,et al.Study on frost resistance durability deterioration mechanism of hydraulic concrete with mineral mixed admixture in alpine regions[J].Journal of Water Resources & Water Engineering,2019,30(2):191-197.

[2] 徐存东,谢佳琳,丁廉营,等.冻融作用下粉煤灰引气混凝土动弹性模量的衰减规律研究[J].水利水电技术,2017,48(3):113-118.XU Cundong,XIE Jialin,DING Lianying,et al.Study on attenuation law of dynamic elastic modulus of fly-ash aerated concrete under freezing-thawing effect[J].Water Conservancy and Hydroelectric Technology,2017,48(3):113-118.

[3] 贡力,康春涛,王鸿,等.盐冻耦合侵蚀作用下寒旱地区渡槽劣化机制[J].中国安全科学学报,2020,30(11):43-52.GONG Li,KANG Chuntao,WANG Hong,et al.Mechanism of aqueducts in cold and dry areas under effect of salt-frozen coupling erosion[J].China Safety Science Journal,2020,30(11):43-52.

[4] ZHAO B D,SUN Z Y.Effect of freezing and thawing on chloride ion erosion of fiber concrete[J].IOP Conference Series:Materials Science and Engineering,2018,436(1).

[5] 覃源,关科,马颖彪,等.硫酸盐干湿循环下纤维混凝土的耐久性及寿命[J/OL].水力发电学报:1-10.[2021-07-08].http://kns.cnki.net/kcms/detail/11.2241.TV.20210429.1548.002.html.QIN Yuan,GUAN Ke,MA Yingbiao,et al.Durability and life of fiber concrete under sulfate dry-wetting cycle[J/OL].Journal of Hydroelectric Engineering,1-10[2021-07-01].http://kns.cnki.net/kcms/detail/11.2241.TV.20210429.1548.002.html.

[6] BERKOWSKI Piotr,KOSIOR-KAZBERUK Marta.Effect of fiber on the concrete resistance to surface scaling due to cyclic freezing and thawing[J].Procedia Engineering,2015,111:121-127.

[7] 梁灿,肖立志,周灿灿,等.岩石润湿性的核磁共振表征方法与初步实验结果[J].地球物理学报,2019,62(11):4472-4481.LIANG Chan,XIAO Lizhi,ZHOU Chanchan,et al.Nuclear magnetic resonance characterizes rock wettability:preliminary experimental results[J].Chinese Journal of Geophysics,2019,62(11):4472-4481.

[8] LI Genfeng,SHEN Xiangdong.A study of the deterioration law and mechanism of aeolian-sand powder concrete in the coupling environments of freeze-thaw and carbonization[J].Journal of the Ceramic Society of Japan,2019,127(8):551-563.

[9] LIU Lei,HE Zhen,CAI Xinhua,et al.Application of low-field NMR to the pore structure of concrete[J].Applied Magnetic Resonance,2020(2):1-17.

[10] 杨晶.基于核磁共振成像的混凝土冻融损伤特征[J].长江科学院院报,2020,37(4):127-131.YANG Jing.Characteristics of freeze-thaw damage of pore structure in concrete material using nuclear magnetic resonance technology[J].Journal of Yangtze River Scientific Research Institute,2020,37(4):127-131.

[11] 陈克凡,乔宏霞,王鹏辉,等.基于NMR的再生混凝土干湿循环可靠性评估[J].华中科技大学学报(自然科学版),2020,48(7):88-92.CHEN Kefan,QIAO Hongxia,WANG Penghui,et al.Reliability evaluation of recycled concrete dry-wet cycle based on NMR[J].Journal of Huazhong University of Science and Technology (Natural Science Edition),2020,48(7):88-92.

[12] 中华人民共和国住房和城乡建设部.岩土工程勘察规范:GB 50021—2001[S].北京:工程建设标准化,2001.Ministry of Housing and Urban-Rural Development,PRC.Code for Geotechnical engineering investigation:GB 50021—2001[S].Beijing:Standardization of Engineering Construction,2001.

[13] 中华人民共和国住房和城乡建设部.普通混凝土长期性能和耐久性能试验方法标准:GB/T 50082—2009[S].北京:中国建筑工业出版社,2009.Ministry of Housing and Urban-Rural Development,PRC.Standard test method for long-term performance and durability of ordinary concrete:GB/T 50082—2009[S].Beijing:China Architecture and Architecture Press,2009.

[14] 中华人民共和国住房和城乡建设部.普通混凝土配合比设计规程:JGJ 55—2011[S].北京:中国建筑工业出版社,2011.Ministry of Housing and Urban-Rural Development,PRC.Specification for mix proportion of ordinary concrete:JGJ 55—2011[S].Beijing:China Architecture and Architecture Press,2011.

[15] 宿晓萍.吉林省西部地区盐渍土环境下混凝土耐久性研究[D].长春:吉林大学,2013.SU Xiaoping.Research on the concrete durability due to salinized soil in the western region of Jilin Province[D].Changchun:Jilin University,2013.

[16] 金海军,于继寿,李立辉,等.在硫酸盐环境下冻融-干湿循环对混凝土的影响[J].混凝土,2012(6):46-50.JIN Haijun,YU Jishou,LI Lihui,et al.Study on sulfate environment under freeze-thaw and dry-wet cycling of concrete[J].Concrete,2012(6):46-50.

[17] 葛勇,杨文萃,袁杰,等.硫酸盐溶液中混凝土抗冻融干湿循环性能[J].东南大学学报(自然科学版),2006(S2):234-237.GE Yong,YANG Wencui,YUAN Jie,et al.Frost-dry-wet resistance of concrete in sodium sulfate solution[J].Journal of Southeast University (Natural Science Edition),2006(S2):234-237.

[18] 谢东升.冻融—干湿循环作用下混凝土抗硫酸盐侵蚀评价方法研究[D].重庆:重庆交通大学,2015.XIE Dongsheng.The researching about evaluation methods that concrete resists sulfate erosion under the freeze thaw-dry wet cycling condition[D].Chongqing:Chongqing Jiaotong University,2015.

[19] 肖立志.核磁共振测井原理与应用[M].北京:石油工业出版社,2007.XIAO Lizhi.Principle and application of NMR logging[M].Beijing:Petroleum Industry Press,2007.

[20] 薛慧君.风蚀区冻融盐蚀环境下风积沙混凝土耐久性损伤劣化机理研究[D].呼和浩特:内蒙古农业大学,2018.XUE Huijun.Research on durability damage and deterioration mechanism of aeolian sand concrete in freeze-thaw and salt corrosion environment of wind erosion area[D].Hohhot:Inner Mongolia Agricultural University,2018.

[21] 徐存东,高懿伟,连海东,等.基于灰色关联的多因素耦合作用下混凝土材料耐久性评估[J].混凝土,2018(9):64-69.XU Cundong,GAO Yiwei,LIAN Haidong,et al.Durability evaluation of concrete materials under multi factors coupling based on grey relation[J].Concrete,2018(9):64-69.

基本信息:

DOI:10.13928/j.cnki.wrahe.2022.08.018

中图分类号:TV431

引用信息:

[1]杜强业,贡力,张秉宗,等.基于NMR技术的多因素耦合作用下水工混凝土损伤特征研究[J],2022,53(08):180-188.DOI:10.13928/j.cnki.wrahe.2022.08.018.

基金信息:

国家自然科学基金项目(51969011);; 甘肃省科技计划资助项目(20JR10RA274)

引用

GB/T 7714-2015 格式引文
MLA格式引文
APA格式引文
检 索 高级检索