GGBFS和微二氧化硅对纤维高性能混凝土力学性能的影响

S. Kumari, T. Thandavamoorthy
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摘要

高性能混凝土(HPC)是一种在新鲜和硬化阶段都具有最理想性能的混凝土。用于此的成分有助于最优和最有效地提高各种性能,如抗压强度,劈裂拉伸强度,弯曲强度以及耐久性。适当使用补充胶凝材料和高效增塑剂,效果良好。工业副产物GGBFS和微二氧化硅通常作为补充胶凝材料用于生产高性能混凝土。本文研究了钢纤维、GGBFS和微二氧化硅对HPC M80级力学性能的影响。采用钩端钢纤维。纤维用量为1%。水胶比为0.26。Mix是按照印度标准IS 10262设计的。所得混合比例为1:1.25:2.3,强力增塑剂用量为1%。得到的抗压强度比目标强度高10.5%。
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Effect of GGBFS and Micro Silica on the Mechanical Properties of High Performance Concrete with Fibre
: High Performance Concrete (HPC) is a concrete which possess most desirable properties during fresh as well as hardened stage. The ingredients which are used for this, contribute most optimally and efficiently to the various properties like compressive strength, split tensile strength, flexural strength as well as durability. Appropriate use of supplementary cementitious materials and super plasticiser gives good results. Usually GGBFS and micro silica which are the industrial by- products are used as supplementary cementitious materials to produce HPC. In this paper, study of effect of steel fibres, GGBFS and micro silica on the mechanical properties of HPC M80 grade was performed. Hooked end steel fibre was used. The dosage of fibre was 1%. Water binder ratio was 0.26. Mix was designed as per Indian Standards IS 10262. The mix proportion obtained was 1:1.25:2.3 and the dosage of super plasticiser was 1% . The compressive strength obtained was 10.5% greater than the target strength.
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