水下管道填充复合激发高容重泡沫混凝土性能试验研究

    Experimental Study on Properties of Composite Excited High Volume Weight Foamed Concrete Filled With Underwater Pipeline

    • 摘要: 为了解决地聚物泡沫混凝土(geopolymer foam concrete, GFC)的凝结时间与施工需求不匹配、高容重情况下抗压强度过高、不利于后期开挖检修等问题, 基于回填料性能需求, 采用单因素试验法揭示石膏掺量、硅酸钠掺量和前驱体比例对GFC的流动度、凝结时间和抗压强度的影响规律。结合X射线衍射(X-ray diffraction, XRD)研究GFC水化反应产物, 提出一种水下管道填充复合激发高容重泡沫混凝土。试验结果表明: 增加硅酸钠掺量可显著提高GFC的流动度和抗压强度, 凝结时间先增加后降低, 石膏掺量的增加呈现抗压强度先上升后下降的趋势。石膏激发的GFC会为早期生成的钙矾石提供强度, 掺入硅酸钠后, 会生成无定形的C-S-H凝胶。复合激发高容重GFC的制备可以为水下油气管道的回填保护提供思路。

       

      Abstract: The setting time of geopolymer foam concrete (GFC) does not match with the construction demand, and the pressure resistance is too high in the case of high volume weight, which is not conducive to the subsequent excavation and maintenance. Based on the performance requirements of backfill, the effects of gypsum content, sodium silicate content and precursor ratio on the fluidity, setting time and compressive strength of GFC were revealed using single factor test. A composite excited high volume weight foamed concrete for underwater pipeline filling was proposed by X-ray diffraction (XRD) for the study of GFC hydration products. The test results indicate that the fluidity and compressive strength of GFC can be significantly improved with the increase of sodium silicate content, the setting time rises first and then falls, and the compressive strength increases first and then decreases with increasing gypsum content. The gypsum excited GFC provides strength in the early formed ettringite, which produces an amorphous C-S-H gel when mixed with sodium silicate. The composite excited polymer foam concrete with high bulk density prepared in this paper provides a new idea for backfilling protection of underwater oil and gas pipelines.

       

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