Lecture #3 - Concrete Ingredients - Part 3 Flashcards

(32 cards)

1
Q

Define cement.

A

a powdery substance made with calcined lime and clay

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2
Q

Define portland cement.

A

cement that is manufactured from limestone and clay and that hardens underwater

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3
Q

What is calcination? What is the chemical formula for this process?

A

The decomposition process. CaCO3(s) gives CaO(s) + CO2(g) or limestone gives lime and carbon dioxide

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4
Q

What is the main cement ingredient?

A

lime (60-66%)

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5
Q

Define calcined.

A

To heat a material to a high temperature but without fusing to drive off volatile matter or to affect changes (such as oxidation or pulverization)

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6
Q

What is the manufacturing process of portland cement?

A

Extract, crush and store raw material, then ground and blend it, then chemicals change it to cement clinker, then the clinker is ground with gypsum into Portland cement and shipped

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7
Q

What does GU stand for?

A

General Use

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8
Q

What does HE stand for?

A

High early strength

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9
Q

What does MS stand for?

A

Moderate sulfate resistance

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10
Q

What does HS stand for?

A

High sulfate resistancce

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11
Q

What does MH stand for?

A

Moderate heat of hydration

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12
Q

What does LH stand for?

A

Low heat of hydration

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13
Q

Define the properties and applications of portland cement type I (GU).

A

most commonly used cement, used when special properties for the other types are not required, has a moderate rate of strength development and heat evolution

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14
Q

Define the properties and applications of portland cement type II (MS and MH).

A

moderate exposure to sulfate attack and heat of hydration, so good for mass concrete structures, sulfate resistance and heat control, gains strength slower than type I but has same ultimate strength, reduced temperature-related cracking from concrete pouring in warm weather, should have a lower water-to-cement ratio to lower permeability to prevent chemicals from entering and travelling in concrete and to control sulfate attack, used in structures exposed to soil or groundwater

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15
Q

What are some sources of sulfate?

A

water, cement, aggregate (internal)

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16
Q

Define the properties and applications of portland cement type III (HE).

A

has high early strength and rate of heat evolution, so not good for mass concrete, takes 7 days to reach 28 day strength of types I and II, finer cement grinding, used for optimizing construction process and early removal of forms, good for cold weather because doesn’t take as long to cure, cheaper than type I to reach high early strength (b/c I w/ high cement contents can reach high early strength)

17
Q

Define the properties and applications of portland cement type IV (LH).

A

has a low rate of strength development, same ultimate strength as type I and II, low rate of heat evolution so good for mass concrete, heat of hydratoin is controlled, typically used in massive structures like large gravity dams

18
Q

Define the properties and applications of portland cement type V (HS).

A

used when extensive exposure to sulfates exists, low to medium rate of heat evolution and strength development, low water-to-cement ratio and permeability resist against sulfate attack, no resistance to acids and highly corrosive substances

19
Q

Explain air-entraining portland cements.

A

Small quantities of air-entraining material grounded with clinker for improved resistance to freezing and thawing and scaling, concrete will contain tiny, well-distributed and seperated air-bubbles, typically achieved with air entraining admixture rather than air entraining cement

20
Q

What materials are used in blended hydraulic cements?

A

portland cement clinker, calcium sulfate (gypsum), supplementary cementious materials like fly ash, ground granulated blast-furnace slag, silica fumes, pozzolans

21
Q

Explain the fineness of cement.

A

particle size of cement which affects hydration and thus determines the rate of strength gain, finer grinding of cement gives a more cohesive paste which gives increased workability, finer particle size gives more surface area which gives an increased hydration rate which gives early strength gain

22
Q

Explain the setting time of cement.

A

time taken by cement paste to change from fluid to solid state, initial setting time is when the paste loses its plasticity and begins to stiffen considerably, final setting time is when the paste becomes a hard mass and can sustain a load, controlled by the amount of mixing water, temperature of atmosphere, cement composition, fineness

23
Q

Explain hydration of cement.

A

portland cement and water mixed creates a series of chemical reactions which result in setting, hardening, heat release, and strength development which is called the hydration process

24
Q

When is the greatest heat release? Up to how many days is there a large amount of heat release?

A

at 24 h, up to 3 days

25
What affects the rate of hydration?
properties of silicate and aluminate compounds of cement, fineness of cement, placing and curing temperature, cement content, water-to-cement ratio, admixtures, dimension of structural element
26
How can you control the rate of hydration?
control C3A and C3S, decrease fineness fo cement, lower the temperature for mass concrete or concreting in hot weather, lower cement content
27
What affects the strength of cement?
fineness, chemical compositions
28
What does finer cement result in?
higher hydration rate, higher early strength development
29
What are the chemical compositions responsible for strength?
C3A, C3S, C2S
30
Why does the water used for curing cement have to be pure?
because impurities react with cement and interfere with hydration
31
What does water control?
strength, workability
32
Why must the water be free of chlorides?
because chlorides attack steel and cause corrosion which causes loss of cross sectional area for steel, chlorides can be carried with water into concrete