Low Clinker Ultra High Performance Concrete with Limestone Addition

来源 :The 14th International Congress on the Chemistry of Cement ( | 被引量 : 0次 | 上传用户:qrl307821498
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
  The effect of limestone on the compressive strength, hydration and microstructural development of Ultra High Performance Concrete (UHPC) was investigated.This conference paper summarizes the results of a larger study submitted for publication.The mix with 54% replacement of cement by limestone showed better workability and higher compressive strength (170MPa at 56 days) compared to a classical mix (155MPa) with no limestone replacement.The hydration kinetics were compared for different replacement levels using isothermal calorimetry.The results show that the released heat evolution normalized per unit volume of binder corresponds well to the compressive strength development.The UHPC with 54% limestone has similar hydration kinetics to the classical UHPC.The comparison of phase development between classical UHPC and the one with 54% limestone was carried out using X-ray diffraction with Rietveld method.The results show that the microstructure was developed rapidly in the first 7 days for both mixes, but due to the dilution effect of limestone addition the low clinker UHPC has more Portlandite formed, and kinetics of pozzolanic reaction is higher than the classical one.Compared to the classical UHPC, the hydration degree of cement in low clinker UHPC was increased from 39% to 66%.The image analysis of UHPC matrices were determined on scanning electron microscopy.The images show that the low clinker UHPC has the same dense microstructure as the classical UHPC.
其他文献
  Ultra-high performance concrete (UHPC) incorporating coarse aggregate was prepared with common raw materials.Fresh concrete had excellent good workability w
  With the increasing attention towards energy-efficient and zero emission buildings, improvement to concrete properties is becoming more and more significant
  Corrosion of rebar in reinforced concrete is a major problem affecting the integrity and loading capacity of the structures.Usually concrete pore solution p
  我国是稀土资源大国,但在稀土利用上存在不平衡,高丰度的稀土元素铈、镧等大量积压,镧、铈等轻稀土目前的主要应用领域是用作催化材料,因此要改变我国目前稀土使用的失衡现状
会议
内容1、背景2、铝-铝复层铸坯连续铸造的研究3、铝-铜复层铸坯连续铸造的研究4、铝-陶瓷复层铸坯连续铸造的研究5、铝-碳素纤维复层铸坯铸造的研究6、结束语1、背景层状复合
会议
报告提纲1.上海交大与南通恒秀合作情况2.研究背景3.实验材料和方法4.实验结果及讨论5.结论1.上海交大与南通恒秀合作情况上海交大轻合金精密成型国家工程研究中心轻合金精密
会议
  Based on the practical situation of serious deterioration for concrete materials performance in sulfate attack environment of our Ocean and Western regions,
  Metakaolin (MK) with high pozzolanic reactivity was produced by calcination of kaolinite.In order to explore the effect of MK on concrete drying shrinkage,
  Fly ash has been widely used as supplementary cementitious materials in concrete industry.Hydration mechanism of fly ash-blended cement is much more complic
  Novel ternary and quaternary cement blends created using various combinations of Supplementary Cementitious Materials (SCMs) and other additives that can si