§4.7Advanced Concrete The Sixth Composite of Concrete High-strength Concrete (HSC) High Performance Concrete (HPC) Pumped Concrete Non-dispersion Concrete in Water (NDC) Seawater-resistant concrete Green Concrete
4.7.1 The Sixth Composite of Concrete Introduction Reformed Type Functional Type Intelligent Type
The sixth composite of concrete refers to the composite used to improve concrete performance, provide with more functions or make the concrete intelligent, besides cement, water, sand and chemical admixture. By feature it can be classified into –reformed type –functional type –intelligent type Introduction
Reformed Type The reformed type is designed to improve concrete physical property It contains –mineral admixture –polymer –fibre
Mineral Admixture Mineral admixture refers to some fine and active mineral material added in bleeding to improve concrete mixture and hardening concrete (esp. durability ). It has the following kinds silica fume, grinding fly ash, slag micronization, zeolite powder, kaolin and its complex. Reformed Type
Polymer Polymer concrete and mortar are mainly influenced by polymer type and its quantity. Reformed Type Fibre If added with fibre, such as carbon fibre, steel fibre, organic fibre, the traditional concrete will have great improvement in tensile, toughness, crack resistance, fatigue resistance.
Fig.4.7.1Load-deflection Curve of Composite Materials in Fibre Reinforcement Cement
Conductive Concrete There is a critical point in conductive composite. When its quantity exceeds the critical point, conductivity of the composite materials will increase dramatically. Reformed Type
Fig Relation between Conductivity of the Composite Materials and Quantity of Carbon Fibre
Functional Type The functional type of composite can provide special functions –for example radiation protection static protection shrinkage water anti-abrasion heat reservation heat insulation It is mainly applied in making functional concrete, such as –conductive concrete –shielded electromagnetism radiation concrete –shielded magnetic concrete
Intelligent Type Temperature self-monitoring concreteTemperature self-monitoring concrete Animated self-healing concreteAnimated self-healing concrete Traffic navigation concreteTraffic navigation concrete Self-diagnoses concreteSelf-diagnoses concrete Moisture-adjustable concreteMoisture-adjustable concrete
Within the maximum difference of temperature of l5 ℃ and the highest of 70 ℃, electromotive force E and maintain a steady linearity relation Fig As the curing age prolongs the electromotive force ratio takes on a stable tendency (Fig.4.7.4). Temperature self-monitoring concrete
Fig Relation between Electromotive Force and Difference of Temperature
Fig Influence of the Electromotive Force Ratio by Curing Age
Animated self-healing concrete Fig Illustration of Animated Self-healing Concrete Mechanism