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混凝土致密堆積模式及不同密度骨材的混凝土工程性質

Concrete dense packing model and engineering properties of aggregate concretes with different densities

  • 摘要: 從混凝土致密堆積配比設計邏輯出發,研究了不同密度骨材(水庫廢棄淤泥燒結的骨材、天然骨材(石頭)與實心鋼珠為混凝土骨材,骨材密度分別為1.7、2.6和7.8kg·m-3)經致密配比的堆積,獲得了輕質、常重與重質高性能混凝土的材料及其配比關系,對比分析了不同密度骨材混凝土特性包括新拌性質及硬固行為的影響.

     

    Abstract: Based on the concrete design logic of the densified mixture design algorithm (DMDA),this paper investigated aggregates with different densities,i.e.,aggregates sintered by using a reservoir's waste sludge,natural aggregates (stones),and aggregates of solid steel balls,whose aggregate densities are 1.7,2.6,and 7.8 kg·m-3,respectively.Through the DMDA accumulation,lightweight,normal weight,and heavyweight high-performance concrete materials as well as their mixing ratios were obtained.The characteristics of these aggregate concretes,including the mixture properties and the effect of hardening behavior,were compared and analyzed.

     

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