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Effect of limestone powder substitution on mechanical properties and durability of slender precast components of structural mortar

机译:石灰石粉末取代对结构砂浆细长预制部件力学性能及耐久性的影响

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The use of structural mortars on slender components is already widely spread. However, due to the current demand, the high consumption of cement is the primarily responsible for carbon emissions and for cost increase. The objective of this research is to study the effect of partial substitution (0 %, 9 %, 16 %, 23 % and 30 %) of cement by limestone powder focusing on slender precast structures, natural sand, Portland Cement CP-V, limestone powder and a polycarboxylate superplasticizer were used. It measured mini-cone slump flow test, mass density at fresh and hardened state, water absorption index, porosity, modulus of elasticity, compressive strength and electrical resistivity. It is noticed that the substitution content significantly influences the properties also the durability parameters are more affected than mechanical properties. The restrictive property was the water absorption index, allowing the cement substitution by limestone powder up to 11 % to maintain mortar properties according to standards.
机译:在细长组件上使用结构砂浆已经广泛传播。然而,由于当前的需求,水泥的高消耗是主要负责碳排放和成本增加。本研究的目的是研究偏离粒子粉末的部分取代(0%,9%,16%,23%和30%)水泥的效果,这些粉末聚焦在细长的预制结构,天然沙滩,波特兰水泥CP-V,石灰石上使用粉末和多羧酸盐超增塑料。它测量了迷你锥坍落度的流量试验,质量密度以新鲜和硬化状态,吸水指数,孔隙率,弹性模量,抗压强度和电阻率。注意到,替代含量显着影响特性,耐久性参数也比机械性能更大。限制性是吸水性指标,使石灰石粉末的水泥替代至11%,可根据标准维持砂浆性能。

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