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Effect Of Cold-bonded Flyash Aggregate On Workability And Mechanical Properties Of Concrete

机译:冷粘结粉煤灰骨料对混凝土可加工性和力学性能的影响

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摘要

Cold bonding facilitates production of lightweight aggregate from flyash with minimum energy consumption. This paper investigates the effect of cold-bonded aggregate on the properties of fresh and hardened concrete mixtures with cement content ranging from 250 to 450 kg/m~3 and varying water-cement ratio for three volume fractions of cold-bonded aggregate. For constant water content, workability of concrete is highly improved with an increase in volume fraction of cold-bonded aggregate in the mix. A comparison of concrete strength with that of corresponding constituent mortar strength together with the observations on failure surface indicate that concrete strength up to 30 MPa is controlled by the matrix strength or aggregate matrix bond strength, while strength higher than 30 MPa is governed by the failure of cold-bonded aggregate. It appears beneficial to use relatively higher aggregate content in mixtures with lower cement content and vice versa.
机译:冷粘合有助于以最小的能耗从粉煤灰生产轻质骨料。本文研究了冷粘结骨料对三种含量的冷粘结骨料水泥含量为250至450 kg / m〜3且水灰比变化的新鲜和硬化混凝土混合物的性能的影响。对于恒定的含水量,随着拌合料中冷粘结骨料体积分数的增加,混凝土的可加工性得到了极大的改善。将混凝土强度与相应的砂浆强度进行比较,以及对破坏面的观察表明,最高30 MPa的混凝土强度由基体强度或骨料的粘结强度控制,而高于30 MPa的强度则由破坏控制。冷粘结骨料。在水泥含量较低的混合物中使用相对较高的骨料含量似乎是有益的,反之亦然。

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