矿物外加剂-中热水泥组合胶凝材料的砂浆基本性能对比
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闵永涛(1984—),男,高级工程师,从事水工混凝土及材料试验研究。

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TV42

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Comparison of the basic properties of mortar of mineral admixture-medium-heat cement combination cementitious materials
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    摘要:

    为研究不同矿物外加剂与水泥组合胶凝材料的砂浆性能,采用 F 类 II 级粉煤灰、天然火山灰、S75 级矿渣微粉,分别以 10%、30%和 50%这 3 种掺量取代中热水泥,形成组合胶凝材料,对其水胶比为 0.5 的砂浆流动度、凝结时间、抗压强度等级和胶砂比 1:3 的水化放热量开展试验研究,比较不同组合胶凝材料的砂浆基本性能。结果表明:当取代量为 10% ~ 50%时,掺粉煤灰的砂浆流动度增大 3.2% ~ 22.5%,初凝时间延迟 11.2% ~ 20.4%,终凝时间延迟 13.3% ~ 43.5%,7d 水化热释放量降低 7.4% ~ 39.7%;掺天然火山灰的砂浆流动度减小 3.2% ~ 21.9%,初凝时间提前 8.4% ~ 24.6%,终凝时间提前 5.3% ~ 20.0%,7 d 水化热释放量下降 2.9% ~ 25.4%;掺矿渣粉的砂浆流动度减小 1.1% ~ 6.4%,初凝时间推迟 8.4% ~ 28.8%,终凝时间推迟 9.6% ~ 25.1%,7 d 水化热释放量减少 4.8% ~ 30.1%。在掺量为 10%时,掺粉煤灰的 90 d 龄期胶砂抗压强度与纯水泥的接近,掺矿渣粉的 28 d 和 90 d 龄期抗压强度较纯水泥分别提高 1.6%和 2.4%,而在其它掺量及龄期时,3 种组合胶凝材料的胶砂抗压强度均表现为下降,并随掺量增加强度递减。研究结论可为混凝土工程胶凝材料体系的选择提供参考。

    Abstract:

    In order to study the mortar performance of different mineral admixtures and cement composite cementitious materials, F class II fly ash, natural volcanic ash, and S75 slag powder are used to replace medium heat cement with 10%, 30%, and 50% respectively to form composite cementitious materials. Experimental studies are carried out on the fluidity, setting time, compressive strength, and hydration heat release of mortar with a water binder ratio of 0.5, and a cement sand ratio of 1:3, and the basic properties of mortar with different combinations of cementitious materials are compared. The results show that when the substitution amount is 10% ~ 50%, the fluidity of the mortar mixed with fly ash increases by 3.2% ~ 22.5%, the initial setting time is delayed by 11.2% ~ 20.4%, the final setting time is delayed by 13.3% ~ 43.5%, and the hydration heat release after 7 days is reduced by 7.4% ~ 39.7%; The fluidity of the mortar mixed with natural volcanic ash decreased by 3.2% ~ 21.9%, the initial setting time was 8.4% ~ 24.6% ahead, the final setting time was 5.3% ~ 20.0% ahead, and the hydration heat release in 7 days decreased by 2.9% ~ 25.4%; The fluidity of mortar mixed with slag powder decreased by 1.1% ~ 6.4%, the initial setting time is delayed by 8.4% ~ 28.8%, the final setting time was delayed by 9.6% ~ 25.1%, and the hydration heat release in 7 days was reduced by 4.8% ~ 30.1%. At a dosage of 10%, the compressive strength of the 90 day old mortar mixed with fly ash is close to that of pure cement. The compressive strength of the mortar mixed with slag powder at 28 days and 90 days increased by 1.6% and 2.4% respectively compared to pure cement. However, at other dosages and ages, the compressive strength of the mortar of the three combination cementitious materials shows a decrease, and the strength decreases with the increase of the dosage. The research conclusion can provide reference for the selection of cementitious material systems in concrete engineering.

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闵永涛,张 勇,王 鹏,卢浩丹,吴文博,王海婷.矿物外加剂-中热水泥组合胶凝材料的砂浆基本性能对比[J].工程建设,2024,56(2):41-46

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  • 在线发布日期: 2026-08-12
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