I. Chinese Standard (GB) Hot-Dip Galvanizing
Specification
The thickness of Chinese-standard hot-dip
galvanized coatings is mainly governed by GB/T 13912, 'Metallic Coatings - Hot
Dip Galvanized Coatings on Fabricated Iron and Steel Articles - Requirements
and Test Methods.' The coating thickness requirement is tied to the thickness
of the base material. The standard applies to hot-dip galvanized coatings on
iron and steel articles (including some castings) with a total alloying element
content not exceeding 2%.
1. Core Thickness Standards (by Workpiece
Thickness)
|
Steel (workpiece) thickness
|
Local minimum thickness
|
Average minimum thickness
|
|
t ≥ 6 mm
|
70 μm
|
85 μm
|
|
3 mm ≤ t < 6 mm
|
55 μm
|
70 μm
|
|
1.5 mm ≤ t < 3 mm
|
45 μm
|
55 μm
|
|
t < 1.5 mm
|
By agreement
|
By agreement
|
Note: The values in the table apply to
non-centrifuged (non-spun) articles; the local thickness is the lowest value at
any measuring point, preventing premature corrosion at the thinnest location.
2. Weight Conversion Standards
Municipal and steel-structure projects often
use zinc mass per unit area as an indicator. At a zinc density of 7.14 g/cm3, 1
μm ≈ 7.14 g/m2:
|
Thickness (single side)
|
Approx. corresponding zinc mass
|
Common uses
|
|
85 μm
|
≈ 606 g/m2
|
Structural members with base ≥ 6 mm; important outdoor members
|
|
55 μm
|
≈ 395 g/m2
|
1.5-3 mm thin plates
|
|
45 μm
|
≈ 320 g/m2
|
Thin-wall parts; general indoor/outdoor members
|
The phrase 'average zinc coating ≥ 275 g/m2'
commonly seen in engineering mostly refers to continuously hot-dip galvanized
sheet (see the ASTM A653 section). It belongs to a different system from the
thickness grading by base-material thickness in GB/T 13912 and should not be
directly equated or converted.
3. Measurement Methods and Scope
Measurement method: the magnetic method
(GB/T 4956) is primary, with the gravimetric (weight) method used for
arbitration; the coating thickness gauge measures from the steel substrate
surface to the outer surface of the coating, including the total thickness of
the outermost pure-zinc layer and the zinc-iron alloy layer.
Applicability and exclusions: this standard
targets hot-dip galvanized coatings on iron and steel articles; coatings that
have been centrifuged and galvanized coatings on cast iron are classified or
agreed upon separately under the standard.
II. U.S. Standard (ASTM) Hot-Dip Galvanizing
Specification
U.S. standards assign different
specifications by product type; there is no single value applicable to all
products.
1. Structural Steel and Fabricated Products:
ASTM A123 / A123M
'Standard Specification for Zinc (Hot-Dip
Galvanized) Coatings on Iron and Steel Products' applies to rolled, pressed,
and forged sections, plates, bars, steel pipes, and welded assemblies; it does
not apply to continuously galvanized sheet. It gives the minimum average
coating grade by material category and steel thickness:
|
Steel thickness
|
Common class minimum average thickness
|
|
≥ 6.4 mm (≥ 1/4 in)
|
Grade 100, ≈ 100 μm (705 g/m2)
|
|
4.8 - < 6.4 mm
|
≈ 75 μm (530 g/m2)
|
|
3.2 - < 4.8 mm
|
≈ 75 μm (530 g/m2)
|
|
1.6 - < 3.2 mm
|
≈ 65 μm (460 g/m2)
|
|
< 1.6 mm (< 1/16 in)
|
≈ 45 μm (320 g/m2)
|
2. Fasteners and Hardware
Small parts require centrifuging (spin-off)
after galvanizing, yielding a thinner coating that cannot be mixed with the
structural-member standard. The main current standards are as follows:
|
Product & specification
|
Common coating requirement
|
|
ASTM F2329 (threaded fasteners)
|
Diameter > 3/8 in: min avg ≈ 50 μm; ≤ 3/8 in: ≈ 43 μm
|
|
ASTM A153 (hardware/small parts)
|
Class C (> 3/8 in): ≈ 53 μm; Class D (≤ 3/8 in): ≈ 43 μm
|
|
Bolt electro-galvanizing (reference)
|
Generally ≈ 5-8 μm; a different, weaker-protection system
|
Tip: fasteners require matching nuts with
enlarged holes after galvanizing to ensure fit; high-strength bolts (roughly
above 33 HRC) carry hydrogen-embrittlement risk and the process should be
discussed with the galvanizer in advance.
3. Continuous Hot-Dip Galvanized Sheet: ASTM
A653
ASTM A653 covers continuously hot-dip
galvanized steel strip (coil) and uses 'coating designations' ordered by zinc
mass per unit area rather than specifying thickness directly. G denotes a
pure-zinc coating; the number is the total double-side zinc mass (oz/ft2,
triple-spot test method).
|
Designation (A653)
|
Double-side zinc mass
|
Metric approx.
|
Typical application
|
|
G30 / Z90
|
0.30 oz/ft2
|
≈ 90 g/m2
|
Indoor, short-life, or recoat-required systems
|
|
G40 / Z120
|
0.40 oz/ft2
|
≈ 120 g/m2
|
Light outdoor, general forming parts
|
|
G60 / Z180
|
0.60 oz/ft2
|
≈ 180 g/m2
|
Common building substrate
|
|
G90 / Z275
|
0.90 oz/ft2
|
≈ 275 g/m2
|
Exterior wall panels, roofing, structural sheets
|
|
G235 / Z700
|
2.35 oz/ft2
|
≈ 700 g/m2
|
Severe corrosion environments, long-life design
|
Note: the 275 g/m2 of G90/Z275 is a
double-side total; if split evenly, each side is about 19-21 μm. This cannot be
directly compared with the single-side 85 μm (≈ 606 g/m2) for structural
members with base ≥ 6 mm under GB/T 13912.
III. European Standard (EN ISO 1461) Hot-Dip
Galvanizing Specification
The European standard (EN ISO 1461) also
grades by base-material thickness and is divided into two requirements:
'non-centrifuged' and 'centrifuged' parts. It targets finished iron and steel
articles and does not include continuously hot-dip galvanized sheet (which
belongs to the EN 10346 system).
1. Non-Centrifuged Parts (Conventional
Structural Members)
|
Steel thickness
|
Local minimum thickness
|
Average minimum thickness
|
|
t > 6 mm
|
70 μm
|
85 μm
|
|
3 mm < t ≤ 6 mm
|
55 μm
|
70 μm
|
|
1.5 mm ≤ t ≤ 3 mm
|
45 μm
|
55 μm
|
|
t < 1.5 mm
|
35 μm
|
45 μm
|
2. Centrifuged
Parts (Bolts, Nuts, Washers, and Other Small Parts)
|
Steel thickness
|
Local minimum thickness
|
Average minimum thickness
|
|
t > 6 mm
|
45 μm
|
55 μm
|
|
3 mm < t ≤ 6 mm
|
35 μm
|
45 μm
|
|
t < 3 mm
|
25 μm
|
35 μm
|
3. Observations on the Pattern
Coating thickness varies in the same
direction as steel thickness: the thicker the steel, the longer the heating and
dipping time, the more fully the zinc-iron alloy layer grows, and the thicker
the minimum coating the standard allows; the thinner the steel, the lower the
requirement (e.g., for non-centrifuged parts under 1.5 mm, the local minimum is
35 μm and the average is 45 μm). Therefore, the claim that 'the thicker the
steel, the lower the coating requirement' is the opposite of what the standards
stipulate.
IV. Core Differences Comparison
|
Comparison item
|
Chinese GB/T 13912
|
U.S. ASTM
|
European EN ISO 1461
|
|
Applicable objects
|
Hot-dip galvanized coating on iron/steel products
|
Differs by product: A123 / A153 / F2329 / A653
|
Finished iron/steel products (non-coil)
|
|
Classification basis
|
Base material thickness
|
Material category + steel thickness
|
Base material thickness
|
|
≥ 6 mm average
|
≥ 85 μm
|
A123 ≈ 100 μm
|
≥ 85 μm
|
|
t ≥ 6 mm local
|
≥ 70 μm
|
By category
|
≥ 70 μm
|
|
Coil designation
|
No corresponding designation system
|
A653 G/Z designation (double-side zinc mass)
|
EN 10346 Z designation
|
|
Measurement method
|
Mainly magnetic method; gravimetric for arbitration
|
Magnetic method per sampling plan
|
Magnetic method (gravimetric ISO 1460 for arbitration)
|
|
Edge distance for sampling
|
No explicit unified distance limit
|
≥ 13 mm from edge
|
≥ 10 mm from edge
|
|
Upper/lower limits
|
Minimum specified
|
Generally only minimum specified
|
Only minimum specified; thicker is better
|
V. Selection and Acceptance Tips
Identify the product type clearly:
structural steel follows A123, fasteners follow F2329/A153, continuously
galvanized sheet follows A653 - the three cannot substitute for one another.
Distinguish single-side from double-side
when converting: coil designations (e.g., G90/Z275) are mostly double-side
totals, and their thickness cannot be directly compared horizontally with
single-side hot-dip galvanized parts.
State the standard, thickness, test method,
and edge distance in the contract to avoid inconsistent acceptance criteria.
Thickness is not the only indicator:
reactive steel with high silicon content accelerates coating growth;
high-strength parts require hydrogen-embrittlement evaluation; enclosed
cavities must reserve vent/drain holes.