0% found this document useful (0 votes)
543 views56 pages

Inspection of HDG

The document discusses inspection of hot dip galvanizing. It describes reasons for inspection before and after galvanizing including compliance with standards, quality control, and ensuring corrosion protection. It outlines what to inspect before galvanizing such as part size and condition, and after galvanizing including visual appearance and coating thickness. Common surface conditions seen are then described such as ash deposits, bare spots, blasting damage, and clogged holes/threads.

Uploaded by

Peter Fowles
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
0% found this document useful (0 votes)
543 views56 pages

Inspection of HDG

The document discusses inspection of hot dip galvanizing. It describes reasons for inspection before and after galvanizing including compliance with standards, quality control, and ensuring corrosion protection. It outlines what to inspect before galvanizing such as part size and condition, and after galvanizing including visual appearance and coating thickness. Common surface conditions seen are then described such as ash deposits, bare spots, blasting damage, and clogged holes/threads.

Uploaded by

Peter Fowles
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 56

Inspection of

Hot Dip Galvanizing

1
Reasons for Inspecting

• Compliance
– Standard
– Specifications

• Quality of work

• Assured corrosion protection

2
Inspection Before Galvanizing

• Suitable size for bath

• Temporary identification markings

• Appropriate vent, fill & drainage holes

• Venting of overlapping surfaces

• No weld slag/splatter

3
Inspection Before Galvanizing

• Unsuitable joining materials

• Clearance of moving parts

• Check for distortion caused during rolling or


fabrication

• Potential for distortion

4
Inspection After Galvanizing

• Visual
– Appearance

– Surface conditions

• Coating Thickness Measurement

5
Appearances – Reasons for Differences

• Steel Chemistry
• Cooling Rate
• Steel Processing
– Smooth
– Rough

6
Steel Chemistry - Silicon

7
Steel Chemistry - Silicon

8
Steel Chemistry - Silicon
Resistance to
Category Si and P relationship Appearance mechanical Mass of coating Typical use
damage

Minimum. Can
For aesthetic and
X Si ≤ 0.010% Excellent, typically shiny Excellent sometimes be
corrosion protection
under Standard

Si ≤ 0.040%
Hot rolled Standard.
Si+2.5P ≤ 0.090% For compliance with
Generally superior
A Excellent, typically shiny Excellent Standard and excellent
to the normal
corrosion protection
requirement
Cold rolled Si + 2.5P ≤ 0.04%.

Always heavier
Good, can tend to mottled than normal. Best
Optimum long-term
B 0.14% < Si ≤ 0.25% or dull with increasing Good specification for
corrosion protection
steel thickness corrosive
environments

C 0.04% < Si ≤ 0.14% In non-abrasive


environments can
Can be dark and coarse Reduced Extra Heavy
provide extreme
D Si > 0.25% corrosion protection

[i]
Category X has been derived from “Galvanizing reactive steels – a guide for galvanizers and specifiers”, ILZRO 1996 and “Galvanizing Difficult Steels”,
John Robinson, Director – Mount Townsend Solutions Pty Ltd, 2007.
9
Steel Chemistry - Silicon

10
Steel Chemistry - Silicon

11
Steel Chemistry - Silicon

12
Steel Chemistry - Silicon

13
Steel Chemistry - Silicon

14
Steel Chemistry - Silicon

15
Steel Chemistry - Silicon

16
Steel Chemistry

17
Steel Chemistry

18
Steel Chemistry – Cooling Rate

19
Visual Inspection

SURFACE CONDITIONS

20
Ash deposits or entrapments

• Zinc oxide attached


going into or out of
the zinc bath.
• The coating is
normally intact.
Remove ash and
coating thickness
verified
• Galvanizers
responsibility to
remove
21
Bare spots

22
Bare spots
• Number of causes
including:
– Contaminants on steel surface
not removed by pre-treatment
(e.g. oil paints & lacquers)
– Blowouts, flux deposits, touch
marks, scale or sand
• Acceptable, depending
on size, amount and
cause
• Bare areas should be
repaired according to
AS/NZS 4680

23
Blasting damage
• Incorrect nozzle
pressure, nozzle
angle, sweeping
distance, size of
abrasive grit
• Excessive blasting
can destroy the
coating
• This is out of the
control of the
galvanizer

24
Chain & wire marks

• Lifting device can leave


superficial marks on
finished product
• Repair to AS/NZS 4680
unless bare steel is
exposed

25
Clogged holes/threads
• Molten zinc has high
surface tension
• Holes must be more than
8mm in diameter
• Utilization of vibrators /
centrifuge will reduce
clogging
• Holes should be cleaned
by the galvanizers where
possible
• Clogged threads are
rejectable as they should
be clean of excess zinc

26
Delamination or Peeling
• Top, pure layer of zinc
peeling from surface
• Possible causes:
– result of slow cooling
(Kirkendall Effect)
– Sharp, thermal cut edges
• Acceptable but may
need to repaired
depending on
remaining coating
thickness
27
Distortion
• Any inherent rolling or
welding stresses in
fabrication can cause
dimensional change
• Use symmetrical design and
sections of similar thickness
• Acceptable unless it prevents
part from fulfilling intended
use
• May be bent after galvanizing
to achieve acceptance final
condition

28
Drainage spikes

29
Drainage spikes

• Edge last to leave the


bath is likely to have
spikes, particularly
complex fabrication
• Should be removed by
galvanizer

30
Dross Inclusions
• Dross are zinc-iron
intermetallic alloy
• Become entrapped or
entrained in zinc coating
• May be avoided by
changing lifting
orientation or design
• Doesn’t affect corrosion
protection
• Excessive dross
inclusions can be a cause
for rejection

31
Excessive grinding/cleaning

• Cleaning by
mechanical methods
can result in uncoated
areas
• Check coating
thickness and repair
according to AS/NZS
4680

32
Flaking

33
Flaking
• Thick-walled steel components
with >0.25% Si are at risk
• The risk is enhanced by rapid
cooling of articles in quenching
• Remaining coating thickness
generally doesn’t meet the
Standard
• If the area of flaked coating is
small, it may be repaired
• If the area is large, this is
rejectable and should be re-
galvanized
• The steel grade/source of the
item may need to be changed
34
Marks and Mechanical damage

• Generally happens during transportation.


• Marks should be cleaned where possible
• If coating chipped or damage, should be repaired
• Appropriate strapping/padding should be used
during transportation, especially for heavier coatings

35
Oxide lines

• Light aluminium oxide film lines on a hot dip galvanized surface


• Occurs when items are not withdrawn from the zinc bath at a
constant rate
• Acceptable. No effect of corrosion resistance, will weather to
uniform appearance
36
Pimples and blisters

• Usually associated with surface imperfections such as


dross inclusions.
• Bare spots should be repaired
• Generally acceptable, but excessive amounts can be
cause for rejection
37
Products in contact or touch marks

• Where a component has been resting on jigging or dipping


equipment, an uncoated area or touch mark could appear
• Can be cause for rejection, depending on size
• Should be repaired by galvanizer where appropriate
38
Rolling defects in steel

• Defect in the steel


• Can cause
flaking/uncoated area
• Acceptable and
should be repaired
where needed

39
Rough coatings & surface condition

• Generally a result of steel composition or processed


steel surface
• Doesn’t effect corrosion resistance
40 • Acceptable
Runs & uneven drainage

• The cause can be withdrawal speed too high or low


galvanizing temperature.
• Can be design issue (poor drainage or hanging points)
• Generally acceptable or cleaned if necessary
41
Rust staining

• Usually due to contact with or drainage from other corroded steel


surfaces.
• Steel filings or saw-chips produced during erection and
fabrication operations should be removed from galvanized
surfaces to prevent possible localised rust staining.
• May also be caused by the weeping of pickling acid from seams
and joints
42 • Generally acceptable, but should be cleaned off
Iron castings

• Sand on cast iron is


generally caused by the
process used to form the
product
• A localised ungalvanized
area in an otherwise
continuous coating can
occur if sand from the
moulding is not removed by
acid pickling or abrasive
blasting
• Can be either cleaned &
repaired or regalvanized
43
Striations/fish-boning

• Generally caused by variations is surface chemistry


which are thought to occur in the manufacturing
process of large diameter tube/pipes
• No affect of corrosion resistance and is acceptable
44
Weeping weld

• Acid or flux liquid penetrate


porous welding or areas
between contact surfaces
during cleaning process can
weep out after galvanizing and
water quenching
• Produce a stained area
• Generally due to poor welding
or design for galvanizing
• Acceptable
• Stained areas should be
cleaned
• Advisable to seal crevice with a
sealant

45
Welding blowouts

• Staining and coating defects (bare spots) around


unsealed weld areas and vent holes
• Cleaning solutions penetrate sealed overlap areas
through required vent holes and escape during
immersion into the molten zinc
46
Welding splatter

• Weld spatter should be removed prior to hot dip galvanizing


• Presence of tightly adherent weld spatter after hot dip galvanizing will
not affect corrosion resistants of the coating
• Generally acceptable

47
Wet storage stain

48
Wet storage stain

• Occurs when new galvanizing


stored close together in
moisture environment
• Zinc corrosion product
• Generally superficial
• Should clean from surface and
repair any areas if case is
severe
• If formed at the galvanizer
plant, should be removed prior
to leaving the plant
• If occurs after leaving
galvanizers site this is not
cause for rejection
49
TOUCH-UP & REPAIR

50
Touch-up & Repair

• Area to be repaired • Methods of repair


– Total area = lesser of – Organic zinc rich
0.5% of article or epoxy
250cm2 – Inorganic zinc silicate
– Each area ≤ 40 cm2 – Thermal zinc metal
spray
– Zinc alloy solder stick

51
Repair – Organic Zinc Rich Epoxy

• Most common repair


method
• Paint must comply
with AS/NZS 3750.9
• 2 x coats of 50µm
• Applied via spray or
brush

52
Repair – Inorganic Zinc Silicate

• Paint to comply with AS/NZS 3750.15


• 1 x coat 100µm
• Applied via spray or brush

53
Repair – Thermal zinc metal spray

• To ISO 2063 or AS/NZS 2312


• Required blast cleaning for surface preparation
• Generally not used

54
Repair – Zinc alloy solder stick

55
Field Inspection - Maintenance

• Good corrosion
protection strategy
• Periodic inspection
– Potential accelerated
corrosion areas
– Aesthetic surface
defects
• Repaired areas

56

You might also like