Portland Cement (Lecture 4) Flashcards

(35 cards)

1
Q

Type I Portland Cement

A

For General Use. No limits are placed on any four principal compounds

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2
Q

Type II Portland Cement

A

Moderate Sulfate resistance and moderate heat of hydration. Spec limits the C3A content to a max 8%

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3
Q

Type III Portland Cement

A

High Early Strength. C3A content is limited to max of 15%

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4
Q

Type IV Portland Cement

A

Low heat of hydration. max limits of 35% on C3S and 7% on C3A. Minimum 40% C2A.

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5
Q

Type V Portland Cement

A

High sulfate resistance. Max limit 5% on C3A.

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6
Q

Air entraining Portland Cement

A

Type IA, IIA, IIIA.

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7
Q

Pozzolan

A

siliceous or siliceous and aluminous material that has no cementing property but reacts with water to create Calcium hydroxide to form cementious product.

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8
Q

Properties of Pozzolan

A

1) Slow reaction
2) consumes CaOH
3) Fills large capillary spaces making concrete less permeable and more durable.

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9
Q

Blast Furnace Slag

A

Nonmetallic waste product from manufacturing of iron and steel

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10
Q

Granulated Slag

A

Glassy Product formed by rapid cooling of molten blast furnace slag.
Is self cementing

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11
Q

Portland Blast Furnace Slag Cement

A

Type IS. blend of portland cement with 25-70% by weight of granulated blast furnace slag.

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12
Q

Portland Pozzolan Cement

A

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.

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13
Q

Effect of Pozzolan and Blast Furnace Slag on durability of concrete

A
  • Water resistance increased
  • Permeability is reduced
  • Sulfate resistance increased
  • Alkali aggregate expansion is reduced
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14
Q

Colored cement

A

formed by adding pigments to white cement or using clinkers. similar to normal portland cememnt

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15
Q

White cement

A

used to produce architectural concrete where white is desired. Formed by reducing iron content.

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16
Q

Hydraulic cement

A

hardens by reacting with water to form water resistant product. Portland cement is hydraulic.

17
Q

Non hydraulic cement

A

reacts with water to form product which is not stable in water. Hydration product may act with air to form water resistant product. EX. Quicklime

18
Q

Who invented portland cement?

A

Joseph Aspdin

19
Q

Why was portland cement named so?

A

Named after the concrete it produced resembling the color of the natural limestone quarried on the isle of portland.

20
Q

What is the largest size of portland cement?

A

Finer than 200 sieve (75micrometers)

21
Q

What is the typical specific gravity of portland cement

22
Q

What is the typical unit weight of portland cement

23
Q

How much does a bag of portland cement weigh

24
Q

What are the four main oxides in portland cement

A

Calcium Oxide
Silicon Oxide
Aluminum Oxide
Iron Oxide

25
What are the four main compounds that form portland cememnt
Tricalcium Silicate- C3S Dicalcium Silicate- C2S Tricalcium Aluminate- C3A Tetracalcium Aluminoferrite- C4AF
26
What chemical abbreviation is C
calcium oxide
27
What chemical abbreviation is S
Silicon Oxide
28
What chemical abbreviation is A
Aluminum Oxide
29
What chemical abbreviation is F
Iron oxide
30
What are the properties of C3S
Hydrates and hardens rapidly | responsible for initial set and early strength
31
What are the properties of C2S
Hydrates and hardens slowly | Contributes to strength increase beyond 1 week
32
What are the properties of C3A
Hydrates rapidly and gives off a lot of heat Contributes slightly to early strength More susceptible to sulfate attacks which cause expansion and cracking
33
What are the properties of C3AF
Contributes little to strength. Reduces clinkering temp in production of cement which reduces cost
34
Is cement hydration endothermic or exothermic?
Exothermic (heat is generated)
35
What does C3S and C2S produce?
Calcium Silicate Hydrate- strong and stable in water | Calcium Hydroxide- soluble in water