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聚甲醛纤维增强砂浆的力学性能和干燥收缩试验研究
引用本文:周至阳,梅军鹏,李海南,廖宜顺,徐智东,牛寅龙,李雨浓.聚甲醛纤维增强砂浆的力学性能和干燥收缩试验研究[J].硅酸盐通报,2022,41(10):3386-3393.
作者姓名:周至阳  梅军鹏  李海南  廖宜顺  徐智东  牛寅龙  李雨浓
作者单位:1.武汉科技大学城市建设学院,武汉 430065; 2.武汉科技大学高性能工程结构研究院,武汉 430065; 3.武汉纺织大学工程造价系,武汉 430200; 4.中建三局第一建设工程有限责任公司,武汉 430040
基金项目:国家自然科学基金(51908434);湖北省教育厅科学技术研究计划(Q20191706)
摘    要:本文研究了不同长度聚甲醛(POM)纤维单掺和混掺对砂浆流动度、抗折强度、抗压强度、弯曲韧性及干燥收缩的影响,并通过扫描电镜观测了其微观结构。研究发现,砂浆流动度随POM纤维长度和掺量增大而下降,混掺纤维比单掺对砂浆流动度的影响更小。POM纤维能有效提高砂浆的抗折强度,但掺量超过0.6%(体积分数,下同)时增强效果减弱,与未掺纤维试样相比,0.6%掺量的6 mm纤维对试样28 d抗折强度提升最高,为14.67%,抗压强度随纤维掺量增加而降低。12 mm纤维比6 mm及混掺对试样弯曲韧性提升更明显,最大提高49.43%。纤维的掺入可显著降低试样的干燥收缩率,且随纤维掺量增加,试样90 d干燥收缩率先减小后增大。与未掺纤维试样相比,0.6%掺量的6 mm纤维试样90 d干燥收缩率下降最多,为27.39%。混掺POM纤维在掺量0.6%以上时仍可显著提升砂浆的抗折强度并减小干燥收缩率。

关 键 词:水泥砂浆  聚甲醛纤维  流动度  力学性能  弯曲韧性  干燥收缩  
收稿时间:2022-06-13

Mechanical Properties and Drying Shrinkage of Polyoxymethylene Fiber Reinforced Mortar
ZHOU Zhiyang,MEI Junpeng,LI Hainan,LIAO Yishun,XU Zhidong,NIU Yinlong,LI Yunong.Mechanical Properties and Drying Shrinkage of Polyoxymethylene Fiber Reinforced Mortar[J].Bulletin of the Chinese Ceramic Society,2022,41(10):3386-3393.
Authors:ZHOU Zhiyang  MEI Junpeng  LI Hainan  LIAO Yishun  XU Zhidong  NIU Yinlong  LI Yunong
Affiliation:1. School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China; 2. Institute of High Performance Engineering Structure, Wuhan University of Science and Technology, Wuhan 430065, China; 3. Department of Construction Cost, Wuhan Textile University, Wuhan 430200, China; 4. China Construction Third Bureau First Engineering Co., Ltd., Wuhan 430040, China
Abstract:The effects of single adding and mixing polyoxymethylene (POM) fibers with different lengths on fluidity, flexural strength, compressive strength, flexural toughness and drying shrinkage of mortar were studied in this paper, and the microstructure of mortar was observed by scanning electron microscope. The results show that mortar fluidity decreases with the increase of POM fiber length and content, and the influence of mixed fiber with different lengths on the fluidity of mortar is less than that of single fiber. POM fiber effectively enhances the flexural strength of mortar, but the strengthening effect is weakened when the content is more than 0.6% (volume fraction, the same below). Compared with the sample without fiber, the 6 mm fiber with 0.6% content has the highest increase of 28 d flexural strength, which is 14.67%. The compressive strength decreases with the increase of fiber content. The flexural toughness of 12 mm fiber is improved more significantly than that of 6 mm fiber and mixed fiber, which increases of 49.43% at most compared with the sample without fiber. The addition of fiber greatly reduces the drying shrinkage of the sample, the 90 d drying shrinkage of the sample decreases first and then increases with the increase of fiber content. Compared with the sample without fiber, the 90 d drying shrinkage rate of 6 mm fiber sample with 0.6% content decreases the most, which is 27.39%. The hybrid POM fiber still significantly improves the flexural strength and reduces the drying shrinkage when the content is more than 0.6%.
Keywords:cement mortar  polyoxymethylene fiber  fluidity  mechanical property  bending toughness  drying shrinkage  
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