Chapter 4. Working with Silica-Fume Concrete - PowerPoint PPT Presentation

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Chapter 4. Working with Silica-Fume Concrete

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Silica-fume concrete is more cohesive and less prone to ... Screed. Float. Texture. Cure. Protect, Protect, Protect! One-pass finishing. Float and brooming tool ... – PowerPoint PPT presentation

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Title: Chapter 4. Working with Silica-Fume Concrete


1
Chapter 4. Working with Silica-Fume Concrete
  • Conducting a Test Placement
  • Transporting, Placing, and Consolidating
  • Finishing Flatwork
  • Finishing Bridge Decks
  • Preventing Plastic-Shrinkage Cracking
  • Curing

2
Conducting a Test Placement
Chapter Outline
3
RememberSilica-fume concrete is more cohesive
and less prone to segregationTo improve
workability, increase slump by about 2 in. (50
mm)
4
Cohesive silica-fume concrete -- OK to increase
slump
5
Conducting a test placement
6
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Transporting, Placing, and Consolidating
Silica-Fume Concrete
Chapter Outline
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Silica-fume concrete requires thorough
consolidation
15
Finishing Silica-Fume Concrete Flatwork
Chapter Outline
16
Click on the icon above to play a video on
finishing silica-fume concrete
17
Under Finish Silica-Fume ConcreteUse the
One-Pass Technique
18
One-Pass Finishing
  • Screed
  • Float
  • Texture
  • Cure

Protect, Protect, Protect!
19
One-pass finishing
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Float and brooming tool
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Broomed surface -- all that is required for a
parking structure
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Finishing Silica-Fume Concrete Bridge Decks
Chapter Outline
31
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Tined surface
37
Preventing Plastic Shrinkage Cracking
Chapter Outline
38
What is Plastic Shrinkage Cracking?
  • Cracking that occurs in the surface of fresh
    concrete soon after it is placed and while it is
    still plastic.
  • -- ACI
    116R

39
Plastic shrinkage cracking
40
Silica fume concrete does not bleed and is more
susceptible to plastic shrinkage cracking
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Good fogging
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Improper fogging
45
Evaporation retarders work well but are
frequently misused
46
Curing Silica-Fume Concrete
Chapter Outline
47
How Important is Curing Silica Fume Concrete?
48
If silica-fume concrete mixtures are given 7
days of continuous moist curing, then there is no
association between silica fume content and
cracking. -- Whiting and
Detwiler NCHRP Report
410
49
It is recommended that a minimum of 7 days
continuous moist curing be specified. --
Whiting and Detwiler
NCHRP Report 410
50
Applying curing compound while concrete is still
fresh
51
Moist curing after concrete hardens
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Dont forget winter protection
54
End of Chapter 4
Main Outline
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