Research on Hydration Exothermic Characteristics of Micro Beads and Superfine Slag Powder System at Very Low Water-Binder Ratio
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摘要: 采用等温量热仪研究了0.16水胶比下粉煤灰微珠、超细矿粉单掺与复掺时的水化放热特性,探讨了其对净浆强度的影响,并提出了2种低热胶凝体系。研究表明:微珠与超细矿粉双掺总量为50%~65%时56 d抗压强度仍可达157.3~176.5 MPa,且不低于纯水泥强度;微珠较超细矿粉具有更突出的削峰与降热能力,两者双掺可进一步整体降低诱导前期、加速期的放热速率和总水化热,第二放热峰峰值最低可达纯水泥的48.0%。当微珠掺量超过35%时,超细粉体产生叠加效应使8.9 h前加速期的放热速率高于纯水泥,X射线衍射与热重分析显示叠加效应并未加速早期钙矾石的形成,但一定程度促进了3 d后火山灰活性的提前激发,生成更多的低碱性水化硅酸钙和斜方钙沸石;运用所提出的低热胶凝体系配制出56 d抗压强度150~160 MPa的无纤维超高性能混凝土,其绝热温升ΔT为37.4~41.2℃、最低水泥用量35%,为150 MPa以上低热超高性能混凝土的配制提供参考。Abstract: The hydration exothermic characteristics of fly ash micro beads and superfine slag powder when they are mixed alone or in combination at a water-binder ratio of 0.16 were studied by isothermal calorimeter. The influence on the compressive strength of paste were discussed, and two low-heat cementitious systems were proposed. The results showed that the 56 d compressive strength could still reach 157.3-176.5 MPa when the total dosage of micro beads and super slag powder was 50%-65%, which was not lower than that of pure cement system; compared with superfine slag powder, micro beads had more prominent peak shaving and heat reduction capacity. When the two were mixed together, the exothermic rate and total hydration heat in the early induction period and acceleration period could be further reduced as a whole. The second exothermic peak could be as low as 48.0% of the straight cement. When the content of micro beads was more than 35%, the superposed effect of superfine powder made the exothermic rate in the acceleration period before 8.9 h higher than that of straight cement. The X-ray diffraction and thermogravimetry analysis showed that the superposed effect did not accelerate the formation of early ettringite, but it promoted the early activation of pozzolanic activity to a certain extent after 3 days, and generated more low alkaline hydrated calcium silicate and gismondine; the fiber-free ultra-high performance concrete with 56 d compressive strength of 150-160 MPa was prepared by using the proposed low-heat cementitious system. Their adiabatic temperature rise ΔT was 37.4-41.2℃, and the minimum cement dosage was 35%, which could provide a reference for the preparation of low-heat ultra-high performance concrete above 150 MPa.
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