02 Cement and other Cementitious Materials Flashcards

1
Q

A hydraulic cement made by burning a mixture of clay and limestone in a rotary kiln and pulverizing the resulting clinker into a very fine powder.

A

Portland Cement

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2
Q

A cement for general use when special properties are not required, such as resistance to sulfate attack.

A

Type 1, Ordinary Portland Cement (Normal)

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3
Q

A special cement which has air bubbles introduced in the cement or concrete that provides the space for expansion of minute droplets of waters in the concrete due to freezing and thawing and protects from cracks and damage of concrete.

A

Type 1A, Portland Cement with Air-Entraining Additives

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4
Q

Cement that generates less heat and at a slower rate during the hydration process.

A

Type 2, Modified Portland Cement (Moderate)

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5
Q

A cement for use when high strength is desired at early periods, usually within a week or less.

Gains strength quicker by adding calcium chloride to rapid hardening cement.

A

Type 3, High Early Strength Cement (Extra Rapid Hardening Cement)

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6
Q

A cement for use where low heat of hydration is desired develops strength at a much lower rate than Type 1.

Prepared by keeping the tricalcium below 6% and increasing the proportion of C2S.

Used for mass concrete construction, gravity dams, etc.

A

Type 4, Low Heat Cement

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7
Q

Used when high resistance to sulfate action is desired (ex: soil has high sulfate content, places with high alternating wetness).

A

Type 5, Sulfate Resistant Cement

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8
Q

An interground mixture of Portland Cement clinker and granulated blast furnace slag.

A

Type IS, Portland Blast Furnace Slag Cement

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9
Q

An interground mixture of Portland Cement clinker and pozzolan. Portland pozzolan cement it prepared by grinding pozzolanic clinker with Portland cement. It is used in marine structures, sewage work, and for concrete underwater such as bridges, piers, dams, and mass concrete works.

A

Type IP, Portland Pozzolan Cement

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10
Q

Uses raw materials so that the finished product will be white rather than gray.

A

White Portland Cement

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11
Q

A mixture of Portland cement, air-entraining additives, plasticizers, etc.

A

Masonry Cement

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12
Q

A siliceous material such as fly ash, that reacts chemically with slaked lime in the presence of moisture to form a slow hardening cement.

A

Pozzolan / Portland Pozzolan Cement, Modified Portland Cement

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13
Q

Also known as Aluminous Cement or Calcium Aluminate Cement. It resists hydroxylic compounds such as phenols, glycerols, and sugar, and may be used as an accelerating admixture in Portland Cement. Obtained by mixing calcinic bauxite and lime with clinker. 32% Alumina. Used for construction subject to high temperature.

A

High Alumina Cement

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14
Q

Produced by mixing 5-10% mineral pigments with ordinary cement. Widely used for decorative purposes.

A

Colored Cement

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15
Q

Produced by adding indigenous air-entraining agents such as resins, glues, sodium salts of sulfates, etc. during grinding of clinker. Suited to improve workability with smaller water-cement ratio and improve frost resistance of concrete.

A

Air Entraining Cement

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16
Q

The chemical reaction that takes place when Portland cement and water are mixed together.

A

Hydration

17
Q

A material when mixed with water or other liquid substance, will form temporarily a plastic paste, easily molded or deformed.

A

Cement

18
Q

Weight of a typical cement bag most commonly used in the Philippines?
(min and max)

A

min - 40 kg

max - 50 kg

19
Q

A mortar made of Portland Cement, sand, and water.

Used as a tight seal for bricks and blocks.

Prevents air moisture.

A

Cement Mortar

20
Q

A mortar made of Lime, Sand, and Water.

Used for restoration and repair of old buildings.

It is slow hardening and low compressive.

A

Lime Mortar

21
Q

A mortar made of cement mortar and Lime (to increase plasticity and water penetration).

Used to minimize water penetration into masonry walls.

A

Cement-Lime Mortar

22
Q

A cement made of Portland cement, sand, water, and admixture.

Used for brick, block, and stone masonry.

A

Masonry Cement

23
Q

Pouring of concrete was scheduled but the weather forecast says that a storm is about to come. What are you going to do?

A

Reschedule the pouring of concrete

24
Q

Pouring of concrete is ongoing when suddenly it starts to rain heavily, what will you do?

A

Cover concrete with tarpaulin.

25
Q

After pouring concrete for your 2nd floor slab, it is very important to maintain moisture on the concrete for proper curing. What do you recommend?

A

Cover the slab with polyethylene sheets or tarpaulin.

26
Q

When concrete is hardened and needs to maintain moisture, what do you recommend?

A

Cover the slab with wet cardboard boxes.

or

Water ponding.

27
Q

What do you call admixtures that increase plasticity / workability of concrete?

A

Plasticizers

28
Q

Added to improve performance or alter properties of concrete (ex: plasticizers, retarder, or accelerator)?

A

Admixtures

29
Q

Curing time for concrete in days?

A

28 days

30
Q

Unit weight of concrete?

A

23.54 KN/CU.M

31
Q

How much area per sqm can a concrete vibrator consolidate in 1 hour?

A

30 sqm (2 mins per sqm)

32
Q

At the start of concrete pouring, a cylinder test is done. How many days is the concrete cured before being tested to get roughly half the strength of its final cured strength?

A

7 days

33
Q

Allowable maximum slump for slabs, beams, and columns is?

A

2 inches

34
Q

What is the most practical method to use if you will pour concrete for a 4 cu.m slab?

A
manual mix (3-4 bags)
ready mix ( 6-8 cum)
!! 2 bagger (0.17 cum)
1 bagger (0.08 cum)
35
Q

What is the most practical method to use if you will pour concrete for a 5 cu.m. slab?

A
manual mix (3-4 bags)
ready mix ( 6-8 cum)
!! 2 bagger (0.17 cum)
1 bagger (0.08 cum)
36
Q

What is the most practical method to use if you will pour concrete for a 6 cu.m. slab?

A
manual mix (3-4 bags)
!! ready mix ( 6-8 cum)
2 bagger (0.17 cum)
1 bagger (0.08 cum)
37
Q

What is the ratio for a Class A concrete mix?

A

1:2:4

38
Q

A type of cement that sets and hardens when combined with water?

A

Hydraulic Cement

39
Q

When should you remove formworks for:

  1. side of beams and columns
  2. slab/soffit
  3. beam soffit
  4. 2F slabs
  5. Beams spanning 6 m
  6. Beams spanning more than 6 m
A
  1. side of beams and columns - 48 hrs
  2. slab/soffit - 3 days
  3. beam soffit - 7 days
  4. 2F slabs - 14 days
  5. Beams spanning 6 m - 14 days
  6. Beams spanning more than 6 m - 21 days