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基于NMR的风积沙混凝土冻融孔隙演变研究
Freeze Thaw Pore Evolution of Aeolian Sand Concrete Based on Nuclear Magnetic Resonance
投稿时间:2017-10-19  修订日期:2018-01-04
DOI:103969/j.issn.1007 9629201902006
中文关键词:  核磁共振  混凝土  风积沙  冻融  孔隙特征  演变
英文关键词:nuclear magnetic resonance(NMR)  concrete  aeolian sand  freeze thaw  pore characteristic  evolution
基金项目:国家自然科学基金资助项目(51769025,51569021);内蒙古自治区水利科研专项项目(NSK2016 S11);内蒙古自治区博士研究生科研创新重点项目(B2018111942Z)
              
作者单位
薛慧君
XUE Huijun
内蒙古农业大学水利与土木建筑工程学院,内蒙古呼和浩特010018
College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China
申向东
SHEN Xiangdong
内蒙古农业大学水利与土木建筑工程学院,内蒙古呼和浩特010018
College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China
邹春霞
ZOU Chunxia
内蒙古农业大学水利与土木建筑工程学院,内蒙古呼和浩特010018
College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China
刘倩
LIU Qian
内蒙古农业大学水利与土木建筑工程学院,内蒙古呼和浩特010018
College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China
邹欲晓
ZOU Yuxiao
内蒙古农业大学水利与土木建筑工程学院,内蒙古呼和浩特010018
College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China
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中文摘要:
      利用风积沙等质量替代河砂来配制风积沙混凝土,并对其进行抗冻性试验,同时借助核磁共振(NMR)技术分析其冻融孔隙演变特征.研究表明:评价风积沙混凝土抗冻性时,相对动弹性模量指标比质量损失率指标更为精准;经冻融循环后,风积沙混凝土的孔隙度和渗透率均增大,其中风积沙替代率为40%的风积沙混凝土束缚水饱和度增大、自由水饱和度减小,其抗冻耐久性最佳;风积沙混凝土的孔隙分布会影响其抗冻性的优劣,冻融循环后若孔径小于10nm的孔隙增多且大于100nm的孔隙减少,则可延缓混凝土冻融损伤,若孔径小于10nm的孔隙减少且大于100nm的孔隙增多,则会加剧混凝土冻融损伤.
英文摘要:
      Aeolian sand rather than river sand was used to prepare concrete. The freeze thaw resistance test of aeolian sand concrete was carried out. The freeze thaw evolution of pore characteristic of aeolian sand concrete was analyzed by means of nuclear magnetic resonance(NMR) technique. The results show that for evaluation of frost resistance of aeolian sand concrete, relative dynamic elasticity modulus is more accurate than mass loss rate; the porosity and permeability of the concrete increase after the freeze thaw cycles in which the frost resistance of aeolian sand concrete with the replacement rate of 40% is the best. The bound water saturation after the freeze thaw cycles of the concrete with the replacement rate of 40% increases and the free water saturation is reduced. The pore distribution of aeolian sand concrete affects the frost resistance. After the freeze thaw cycles, the pores with radius less than 10nm increase and pores with radius larger than 100nm decrease with the result that the freeze thaw damage delays. Conversely, pores with radius less than 10nm decrease and pores with radius larger than 100nm increase which may result in aggravating the freeze thaw damage.
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