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高性能湿喷混凝土的抗冻性能及气泡结构特征研究 被引量:1

Research on Freeze-thaw Resistance and Air-void Structure Characteristics of High Performance Wet-mix Shotcrete
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摘要 通过借鉴混凝土快冻法,对比研究高性能湿喷混凝土(HPS)、掺速凝剂的模筑混凝土(HPS-Cast)及普通喷射混凝土(NSC)的抗冻性能,并对其内部气泡结构特征进行分析。结果表明:冻融循环作用下,NSC相对动弹性模量和抗压强度显著下降。冻融循环125次后,NSC相对动弹性模量仅为51.34%,冻融循环200次后,抗压强度损失率已达到53.30%,相比之下,HPS、HPS-Cast抗冻性能明显优于NSC,其中HPS抗冻性能最好。HPS-Cast由于采用模筑成型,成型方式与HPS不同,造成HPS-Cast气泡分布特征与HPS明显不同。冻融循环过程中,HPS-Cast平均气泡直径、平均气泡面积、气泡间隔系数均明显高于HPS,同时在0~200μm范围内孔体积率下降速率明显高于HPS,而200~500、500~1200μm及大于1200μm孔体积增长速率明显高于HPS。因此在冻融循环过程中,HPS-Cast抗冻性能较HPS下降更为明显。 The freeze-thaw resistance of high performance wet-mix shotcrete(HPS),molded concrete mixed with accelerator(HPS-Cast)and ordinary shotcrete(NSC)was studied by reference to concrete quick freezing method,followed by an analysis on their internal air-void structure characteristics.The results show that the relative dynamic elastic modulus and compressive strength of NSC ordinary shotcrete decrease significantly under freeze-thaw cycles.After 125 freeze-thaw cycles,the relative dynamic elastic modulus of NSC is only 51.34%.After 200 freeze-thaw cycles,the compressive strength loss rate reaches 53.30%.By comparison,HPS and HPS-Cast have better freeze-thaw resistance than NSC,among which HPS has the best freeze-thaw resistance.HPS-Cast,due to using mold casting,has a different molding method from HPS,showing a significantly different air void distribution characteristics from HPS.During the freeze-thaw cycle,the average air void diameter,average air void area and air void spacing coefficient of HPS-Cast are significantly higher than those of HPS.At the same time,the decline rate of pore volume fraction in the range of 0~200μm is significantly higher than that of HPS,while the pore volume growth rate of 200~500μm,500~1200μm and>1200μm is significantly higher than that of HPS.Therefore,the freeze-thaw resistance of HPS-Cast decreases more obviously than that of HPS during the freeze-thaw cycle.
作者 张戈 安明喆 王月 ZHANG Ge;AN Mingzhe;WANG Yue(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China)
出处 《铁道学报》 EI CAS CSCD 北大核心 2023年第5期151-157,共7页 Journal of the China Railway Society
基金 国家自然科学基金(52278238)。
关键词 高性能湿喷混凝土 冻融循环 耐久性 强度 气泡结构特征 high performance wet-mix shotcrete freeze-thaw cycle durability strength air-void structure characteristics
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  • 1蔡业彬,国明成,彭玉成,谢存禧.泡沫塑料加工过程中的气泡成核理论(Ⅰ)——经典成核理论及述评[J].塑料科技,2005,33(3):11-16. 被引量:33
  • 2谭克锋.水灰比和掺合料对混凝土抗冻性能的影响[J].武汉理工大学学报,2006,28(3):58-60. 被引量:39
  • 3商怀帅,宋玉普,覃丽坤,于长江.冻融循环后在三向受压荷载下混凝土性能的试验研究[J].水利学报,2006,37(7):874-879. 被引量:16
  • 4吴中伟.混凝土科学技术近期发展方向的探讨.硅酸盐学报,1979,7(3):262-270.
  • 5Rabcewicz L V. The new Austrian tunnelling method[J]. Water Power, 1964, (6): 511-515
  • 6Norwegian Concrete Association. Sprayed Concrete for Rock Support -Technical Specification, Guidelines and Test Methods[M].PublicationNo.7, 1999edition, [s. I. ]: [s. n. ], 1999
  • 7Collepardi M. Advances in chemical admixtures for concrete[A]. In:Grutzeck M W, Sarkar S L ed. The Proceedings of the Advances in Cement and Concrete[C]. [s. I. ]: [s. n. ], 1994, 257-291
  • 8Skjeggedal Thor, Bollingmo Per, Barton Nick, et al. Norwegian tunnelling methods[J]. Tunnels & Tunnelling, 1995, 27(6): 32-34
  • 9Grimstan E, Barton N. Updating of the Q-system for NMT[A]. In: The Proceedings of the International Symposium on Sprayed Concrete[C].Norway: Fagernes, 1993, 46-66
  • 10Barton N, Grimstad E. Rock mass conditions dictate choice between NMT and NATM[J]. Tunnels & Tunnelling, 1994, 26(10): 39-42

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