Portland Cement (Lecture 4) Flashcards
Type I Portland Cement
For General Use. No limits are placed on any four principal compounds
Type II Portland Cement
Moderate Sulfate resistance and moderate heat of hydration. Spec limits the C3A content to a max 8%
Type III Portland Cement
High Early Strength. C3A content is limited to max of 15%
Type IV Portland Cement
Low heat of hydration. max limits of 35% on C3S and 7% on C3A. Minimum 40% C2A.
Type V Portland Cement
High sulfate resistance. Max limit 5% on C3A.
Air entraining Portland Cement
Type IA, IIA, IIIA.
Pozzolan
siliceous or siliceous and aluminous material that has no cementing property but reacts with water to create Calcium hydroxide to form cementious product.
Properties of Pozzolan
1) Slow reaction
2) consumes CaOH
3) Fills large capillary spaces making concrete less permeable and more durable.
Blast Furnace Slag
Nonmetallic waste product from manufacturing of iron and steel
Granulated Slag
Glassy Product formed by rapid cooling of molten blast furnace slag.
Is self cementing
Portland Blast Furnace Slag Cement
Type IS. blend of portland cement with 25-70% by weight of granulated blast furnace slag.
Portland Pozzolan Cement
Type IP & P. blend of portland cement with 15-40% fine pozzolan by weight.
Type P has lower early strength, used when high strength early is not required.
Effect of Pozzolan and Blast Furnace Slag on durability of concrete
- Water resistance increased
- Permeability is reduced
- Sulfate resistance increased
- Alkali aggregate expansion is reduced
Colored cement
formed by adding pigments to white cement or using clinkers. similar to normal portland cememnt
White cement
used to produce architectural concrete where white is desired. Formed by reducing iron content.