Jointing Flashcards

1
Q

What is shrinkage?

A

The volume reduction in concrete as the water is consumed by the chemical reaction with portland cement and evaporation.

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2
Q

When does shrinkage occur?

A

1/3 of the shrinkage takes place during the first month then the remaining shrinkage takes place throughout the year, up until the end of the year.

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3
Q

Why does concrete crack?

A

Stresses from volume change (expansion/contraction) > tensile strength of concrete. volume changes are due to concrete shrinkage, thermal contraction, and moisture/thermal gradients w/in concrete

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4
Q

What are the 3 types of joints that reduce the stresses in concrete?

A
  • Contraction (control) joints
  • Isolation (expansion) joints
  • Construction joints
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5
Q

What is a contraction (control) joint?

A

Joints that subdivide large concrete sections into smaller units. (transverse = perpendicular to slab) (longitudinal = parallel to slab).

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6
Q

What is an isolation (expansion) joint?

A

Joints that isolation concrete sections of unusual shapes or to separate slabs from fixed objects.

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7
Q

what is a construction joint?

A

Joints that provide transition between one day’s work and the next.

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8
Q

How do contraction joints work?

A

Joints create weakened sections that forces the concrete to crack in predetermined locations in.

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9
Q

How deep must contraction joints be in SOG?

A

At least 1/4 of the slab thickness.

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10
Q

What is the general spacing for contraction joints in SOG?

A
  • The spacing in feet should not exceed 2 to 3 times the slab thickness in inches.
    ie. a 5” slab will be jointed @ 10 to 15 feet intervals in both directions.
  • Plain pavements with short joint spacings designed to control cracking are usually limited to spacings of 15 to 20 feet.
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11
Q

How is longitudinal cracking controlled in SOG?

A
  • Pavement lane widths must be limited to 12 to 13 feet.
  • Longitudinal contraction joints are usually tied together with deformed tie bars to keep lanes from separating at joints
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12
Q

How is movement reduced between adjacent concrete panels for pavements with heavy truck traffic?

A

Load transfer dowels are place in between concrete panels to prevent differential movements.

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13
Q

Whats the max spacing between contraction joints for highway pavements?

A

Highway pavements with welded wire meshing placed 2 inches from slab surface have joints up to 40 feet apart.

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14
Q

What is the general spacing between contraction joints in floors of buildings to control early shrinkage stress?

A

Between 10’ to 30’, depending on floor thickness, agg. size and concrete slump.

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15
Q

What is the max spacing for contraction joints in exterior walls with frequent openings?

A

No more than 20’ apart.

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16
Q

What is the max spacing for contraction joints in exterior walls without openings?

A

No more than 25’ apart.

17
Q

How far should wall contraction joints be from a corner?

A

Within 10 to 15 ‘ if possible.

18
Q

For small openings more than 25’ apart at the first story level, where should the contraction joint be located?

A

Control joints should be in line with each jamb below the openings.

19
Q

For small openings more than 25’ apart above the first story level, where should the contraction joint be located?

A

There should be a single joint at the centerline of each opening.

20
Q

How do Isolation joints work?

A

They permit both vert. and horiz. differential movements at a joining parts of a structure. Separate the slab from the more rigid parts of the structure.

Examples:

  • around the perimeter of a floor on ground
  • around columns
  • Around machine foundation
21
Q

What material thickness is most commonly used to create isolation joints?

A

Could be as thin as 1/4” but 1/2” materials are most commonly used.

22
Q

How do construction joints work?

A

Construction joints join concrete that is paved at different times. True construction joints bond existing concrete with new concrete, preventing movement b/w the two often using deformed tie-bars.

23
Q

Where should transverse construction joints be located?

A

These are necessary at the end of a paving segment.

24
Q

Where should longitudinal construction joints be located?

A

These occur between lanes that are paved at different times, or join through-lanes to curb and gutter.

25
Q

When should control joints be cut into concrete?

A
  • Not to early: loose aggregate will move around (not clean cut).
  • Not too late: the concrete will begin to crack without the control joints in patter.
  • Determined by maturity test