CHAPTER 3 Flashcards

1
Q

It is popularly known as CHB. CHB’s are manufactured in variety of sizes, shapes, textures, and strengths for various needs and convenience in masonry construction

A

Concrete Hallow Blocks

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2
Q

Concrete Hollow Block is classified into two

A

Load bearing
Non-load bearing

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3
Q

Provides structural support.

Thickness ranges from 15 to 20 centimeters.

Minimum compressive strength is 13.1 MPa or 1900 psi

A

Load Bearing CHB

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4
Q

Intended for walls, partitions, fences, and dividers.

Thickness ranges from 7 to 10 centimeters.

Minimum compressive strength is 4.14 MPa or 600 psi.

A

Non-Load Bearing CHB

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5
Q

Load bearing blocks shall conform to ____________, Standard Specification for Load-bearing Concrete Masonry Units.

A

ASTM C90

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6
Q

Non-load bearing blocks shall conform to ________,Standard Specification for Non-Load bearing Concrete Masonry Units.

A

ASTM C129

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7
Q

Advantages of CHB

A

Durable and Strong
Non-combustible
Fire resistant
Affordable
Readily Available
Weather Resistant

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8
Q

Disadvantages of CHB

A

Complex Installation
Time-consuming
Labor intensive

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9
Q

The main components of CHB laying are:

A
  1. CHB
  2. Mortar
  3. Rebar
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10
Q

the building block in CHB laying.

A

CHB

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11
Q

mixture of cement, sand, and water. It is used as the bonding material.

A

Mortar

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12
Q

mainly provides tensile strength and holds wall together.

A

Rebar or Steel Reinforcing bars

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13
Q

CHB PATTERNS AND ARRANGEMENTS

A
  1. Running bond
  2. American Bond or Common Bond
  3. Flemish Bond
  4. English Bond
  5. Stack Bond
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14
Q

Most common CHB bonding pattern.

Creates a pattern of continuous horizontal lines that runs the length of the wall.

A

Running Bond

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15
Q

Variation of running bond with a course of full-length headers at regular intervals

A

American or Common Bond

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16
Q

This bond alternates headers and stretchers.

A

Flemish Bond

17
Q

Like the Flemish Bond, it also has alternating courses of headers and stretchers.

A

English Bond

18
Q

Opposite of the Running Bond.

Composed of all stretchers directly stacked above each other.

Cannot be used as a structural bond.

A

Stack Bond