李悦, 阮大威, 白伟亮. 不同混凝土隧道二次衬砌模型试验[J]. 北京工业大学学报, 2015, 41(2): 242-248. DOI: 10.11936/bjutxb2014060001
    引用本文: 李悦, 阮大威, 白伟亮. 不同混凝土隧道二次衬砌模型试验[J]. 北京工业大学学报, 2015, 41(2): 242-248. DOI: 10.11936/bjutxb2014060001
    LI Yue, RUAN Da-wei, BAI Wei-liang. Model Test Research of Second Lining With Different Concrete Materials[J]. Journal of Beijing University of Technology, 2015, 41(2): 242-248. DOI: 10.11936/bjutxb2014060001
    Citation: LI Yue, RUAN Da-wei, BAI Wei-liang. Model Test Research of Second Lining With Different Concrete Materials[J]. Journal of Beijing University of Technology, 2015, 41(2): 242-248. DOI: 10.11936/bjutxb2014060001

    不同混凝土隧道二次衬砌模型试验

    Model Test Research of Second Lining With Different Concrete Materials

    • 摘要: 为了研究掺加减缩剂和内养护剂的自制混凝土的抗裂性能,进行了湿热条件下隧道二次衬砌模型的荷载试验.研究结果表明:掺抗裂外加剂的混凝土强度较低,但抗裂性能得到了提高;各混凝土模型受力规律一致,且商混模型所受内力大于掺内养护剂的,掺减缩剂的最小;在混凝土出现裂缝的前提下,湿热循环会导致混凝土裂缝增大,耐久性降低的作用效果显著加剧.

       

      Abstract: In order to study the anti-cracking performance of concrete with admixtures,the load tests about the secondary lining models of different concrete were carried out under the conditions of heat and humid. It is found that anti-cracking admixtures can make strength decrease, but anti-cracking performance is improved; internal force distribution of the model are consistent; once the concrete cracks,wet and heat cycle can significantly aggravate cracking,decreasing the durability of concrete.

       

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