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无熟料胶凝材料胶砂与混凝土性能的试验研究

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以矿渣、粉煤灰、钢渣、铁尾矿微粉、熟石灰、脱硫石膏等为原材料研究无熟料胶凝材料的制备及其胶砂、混凝土性能.结果表明:无熟料胶凝材料标准稠度用水量在 28.5%~30.5%之间,初凝时间均大于150 min,终凝时间在 200~460 min之间;不掺加水泥的无熟料胶凝材料,早期钢渣含量较高的通用胶砂抗压强度较高,其专用胶砂抗压强度也较高且 56d时可达 50 MPa;掺入不超过胶凝材料 5%的P·Ⅰ型硅酸盐水泥的无熟料胶凝材料,钢渣含量较低、石膏含量较高的通用和专用胶砂抗压强度都相对较高,较优组别专用胶砂抗压强度 28d可达35 MPa,56 d达到45 MPa;选用胶砂强度较优的胶凝材料配比进行混凝土试验,无熟料胶凝材料混凝土工作性能良好,28 d抗压强度满足C20~C25 混凝土强度要求,56 d满足C25~C30 混凝土强度要求.
Experimental Study on the Properties of Cement Mortar and Concrete without Clinker Cementitious Materials
Slag,fly ash,steel slag,iron tailings powder,slaked lime,desulfurization gypsum,etc.,are applied as raw materials to study the preparation of non clinker cementitious materials and the properties of mortar and concrete.The experimental results indicate that the standard consistency water consumption of non clinker cementitious materials is between 28.5% and 30.5% ,and the initial setting time is greater than 150 min,while the final setting time ranges from 200 min to 460 min;The type Ⅰ non clinker cementitious material without adding cement is used.The general mortar with high steel slag content has a higher early compressive strength,and its special mortar also has a higher compressive strength that can reach 50 MPa at 56 d;P·Ⅰ type Portland cement with no more than 5% cementitious materials is a Class Ⅱ non clinker cementitious material.The compressive strength of general and specialized cementitious sand with low steel slag content and high gypsum content is relatively high.The compressive strength of the superior group's special mortar can reach 35 MPa after 28 d and 45 MPa after 56 d;The concrete test was conducted using a cementitious material ratio with better mortar strength.The concrete without clinker cementitious material showed good workability,and the compressive strength at 28 d met the strength requirements of C20-C25 concrete,while the compressive strength at 56 days met the strength requirements of C25-C30 concrete.

clinker-free cementitious materialsmortarconcreteworkabilitystrength

孟文慧、宋少民

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北京建筑大学 建筑结构与环境修复功能材料北京市重点实验室, 北京 100044

无熟料胶凝材料 胶砂 混凝土 工作性 强度

2024

粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
年,卷(期):2024.38(1)
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