T4-x2: Repair Products and Systems Flashcards

(26 cards)

1
Q

Give an overview of patch repairs (x6)

A
  • Remove deleterious materials
  • Replace corroded reinforcement
  • Apply a bonding coat
  • Apply a repair mortar
  • Cure the product
  • Apply a surface coating
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2
Q

What are three issues with incipient anodes?

A
  • Ongoing corrosion
  • Further delamination
  • Repeat repairs
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3
Q

What are the three main types of intervention options?

A
  1. Structural repair (full load case)
  2. Semi-structural repair (some load taken)
  3. Cosmetic repair (surface repairs only)
    .
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4
Q

What do beam soffit repairs do, and why?

A
  • Keeps bars at design depth
  • For corrosion prevention
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5
Q

For column/wall repair:

a) what does it do to the concrete
b) what properties are important (x2)

A

a) keeps concrete in compression

b) creep and shrinkage important, and important to match structural properties

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6
Q

For a load-bearing repair (structural), what should be done (x5)?

A
  • The repair should be in compression
  • Consider creep and shrinkage of repair
  • Match structural properties
  • Remove live and dead loads
  • Consider as a two-stage reinstatement
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7
Q

What are five types of structural enhancements?

A
  • Increasing element size
  • Plate bonding
  • Applying external tendons
  • Additional support
  • Crack injection
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8
Q

What things should be considered for materials of concrete repair (x5)?

A
  1. Application
    e.g. setting time, workability, max/max thickness
  2. Physical factors
    e.g. thermal expansion, bond, freeze-thaw, modulus
  3. Chemical factors
    e.g. attack by cement, attack in service
  4. Barrier factors
    e.g. water vapour resistance, CO2, chloride-ion resistance
  5. Long-term factors
    e.g. thermal cycling, long-term bond reduction
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9
Q

[NAQ] compatibility of materials Table 1

A
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10
Q

[NAQ] compatibility of materials Table 2

A
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11
Q

What is the relevance of the coefficient of thermal expansion?

A

To prevent differential stresses

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12
Q

Why do we need low chloride ion and CO2 diffusion?

A

To prevent bar re-activation

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13
Q

What is the relevance of bond strength?

A

For stress transfer and durability

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14
Q

Name two types of mortar

A
  • Modified mortar
  • Epoxy mortar
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15
Q

Describe the different types of materials, and their suitability for different applications

A
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16
Q

What are the structural applications of Epoxy Resin?
- what thickness of layer are they applied in?
- what features (x2) do they have?

A

Structural applications in thin layers
- moisture tolerant
- low cure shrinkage/high creep

17
Q

What can be done to modify concrete/mortar for better performance?

A

Modify with polymers
- polymer-modified mortar
- polymer-modified concrete

18
Q

What early lessons have been ‘re-learnt’ for standards for concrete repairs (x2)?

A
  • The importance of cover
  • The effect of chlorides
19
Q

What are two features of PVA bonding coat?

A
  • Excellent adhesion
  • Breaks down on damp, alkaline surfaces
20
Q

What are four features of epoxy resin repairs?

What can they become if they are over-filled?

A
  • High tensile/compressive strength
  • Porous if over-filled
  • Prone to high exotherm
  • Poor workmanship - voids behind the bar
21
Q

What part of patch repairs are particularly prone to fail?

22
Q

What are incipient anodes, and why do they occur?

A
  • The phenomenon where corrosion is accelerated in the area surrounding a patch repair
  • Due to the different electrochemical properties between the old and new concrete, creating a situation where the repair patch acts as a cathode and the surrounding concrete becomes an anode (creating corrosion)
23
Q

If bars turn to rust on a building, what is likely causing the corrosion?

A

Chloride presence

24
Q

What is a solution to creep and shrinkage issues (from concrete)?

25
What are two problems with epoxy mortar?
- Can be **too strong in tension** - Properties can be made worse if the mix proportion (e.g. ratio of base and hardener) is not sufficient
26
What is the biggest drawback of polyester?
Doesn't work in **damp conditions**