01 SPECIFIERS MANUAL
02 INDUSTRIAL GALVANIZERS COMPANY PROFILE
03 ADHESION OF PROTECTIVE COATINGS
04 BOLTING GALVANIZED STEEL
05 BURIED GALVANIZED STEEL
06 CONCRETE DURABILITY & GALVANIZED REBAR
07 CORROSION MAPPING
08 COST FACTORS FOR HOT DIP GALVANIZED COATINGS
09 CUSTOM COATING PACKAGES
10 CUT EDGE PROTECTION
11 DESIGNING FOR GALVANIZING
12 ILLUSTRATED GUIDE TO DESIGN FOR GALVANIZING
13 DEW POINT TABLES
14 DIFFICULT STEELS FOR GALVANIZING
15 DOCUMENTATION - CORRECT PAPERWORK ENSUES EFFICIENT PROCESSING
16 ENVIRONMENTAL ISSUES FOR INDUSTRIAL COATINGS
17 ZINC, HUMAN HEALTH AND THE ENVIRONMENT
18 DEFECTS IN GALVANIZED COATINGS
19 GALVANIC SERIES
20 GLOSSARY OF GALVANIZING TERMS
21 GUARANTEES FOR HOT DIP GALVANIZED COATINGS
22 LIFE CYCLE COSTS OF INDUSTRIAL PROTECTIVE COATING SYSTEMS
23 PAINTING OVER GALVANIZED COATINGS
24 POWDER COATING OVER GALVANIZED COATINGS
25 QUALITY AND SERVICE FACTORS AFFECTING GALVANIZED COATINGS
26 RESTORATION OF PREVIOUSLY GALVANIZED ITEMS
27 REPAIR OF GALVANIZED COATINGS
28 STEEL STRENGTH AND HOT DIP GALVANIZING
29 STANDARDS - AS/NZS 4680:2006
30 STANDARDS - AUSTRALIAN AND INTERNATIONAL STANDARDS
31 STEEL SURFACE PREPERATION
32 SURFACE PREPERATION FOR PAINTING HOT DIP GALVANIZED COATINGS
33 THICKNESS MEASUREMENT OF PROTECTIVE COATINGS
34 WELDING GALVANIZED STEEL
35 AN INTRODUCTION TO THE HOT DIP GALVANIZING PROCESS
36 ZINC COATING PROCESSES - OTHER METHODS
37 GALVANIZED COATINGS AND BUSHFIRE
38 LIQUID METAL ASSISTED CRACKING OF GALVANIZED STRUCTURAL STEEL SECTIONS
39 GALVANIZING 500N GRADE REINFORCING BAR
40

PREDICTING THE LIFE OF GALVANIZED COATINGS

41 CHEMICALS IN CONTACT WITH GALVANIZED COATINGS
42 ATMOSPHERIC CORROSIVITY ASSESSMENT
43 GLOBAL WARMING - CLIMATE CHANGE AND GALVANIZING
44 STEEL - ITS CORROSION CHARACTERISTICS
45 GALVANIZED STEEL AND TIMBER
46 WHITE RUST PREVENTION AND TREATMENT
 
 
 

11 - DESIGNING FOR GALVANIZING


INTRODUCTION
The successful hot dip galvanizing of fabricated steelwork is heavily dependent on its design. To be satisfactorily galvanized, the fabrication must be immersed in a series of pre-treatment baths to prepare the surface for galvanizing, and then be immersed in a bath of molten zinc.

If the pre-treatment chemicals and the molten zinc cannot get access to all surfaces of the fabrication, it will not be galvanized in areas that are not accessible.

Fabrication techniques can also either create or alleviate problems in the galvanizing process.

Industrial galvanizers Australian Galvanizing Division technical sales staff are available to advise on design, and will assist with design detailing prior to fabrication to ensure that a high quality hot-dip galvanized coating is applied to customers’ projects.

IMPORTANT DESIGN FACTORS
There are a number of fundamental considerations when designing a steel fabrication for hot-dip galvanizing. The key issues are:

- The molten zinc will not react with the steel to form the galvanized coating unless the surface of the steel is perfectly clean.
- The hot-dip galvanized coating will not form unless the zinc can intimately contact the steel.
- The hot-dip galvanized coating will not form unless the steel is heated to 450-455oC.
- Items larger than the galvanizing bath in two dimensions cannot be galvanized.
- The density of steel is 7850 kg/m3. The density of molten zinc is 6620 kg/m3. If a hollow section traps 18% of its internal volume as air, it will not sink in the molten zinc.
- Steel sections of differing section thickness heat up and cool down at different rates. Unbalanced sections causing differential heating and cooling will increase the risk of distortion.
- Structural grades of steel lose 50% of their yield strength at galvanizing temperatures. The
design of the fabrications for galvanizing must take this into account to prevent sagging or bending under self-loads.
- Overlapping surfaces should be fully sealed. Large overlapping surfaces exceeding 400 cm2 should be provided with vent holes.
- The size of the item that can be galvanized will be governed by the size of the galvanizing bath. Long items can be galvanized by double-end dipping but items large than the galvanizing bath in two dimensions cannot be galvanized.

For standard fabrications, a basic set of design rules should be applied. These design steps do not add to the fabrication cost but will ensure a good quality outcome. These are;

- Gussets and stiffeners should be cropped.
- End plates or base plates on columns. Universal sections should have vent/drain holes in the corners of the web/flange connection and hollow sections should have vent/drain holes in the internal extremities.
- Outward facing channels and angles in fabricated frames eliminate the need for vent and drain holes, contrary to inward facing sections.
- Terminating bracing short of adjacent flanges eliminates the need for cropping or vent holes.

VENTING AND DRAINING RULES
One of the most common issues in designing fabrications for hot dip galvanizing is ensuring that fabrications are vented and drained correctly. All steel to be galvanized needs to be immersed in molten zinc and the zinc needs to be able to flow freely into and out of all hollow sections and corners
The flow of molten zinc into, off, and out of the fabrication is one of the most important factors in determining the final quality of the coating. Inadequate venting and draining can cause the following galvanized coating defects:

• Misses in the coating caused by air locks preventing molten zinc contacting the steel surface.
• Puddling of zinc in corners, wasting zinc and interfering with subsequent assembly
• Ash trapped on zinc surface causing surface defects
• Irregularities in surface appearance caused by erratic immersion and withdrawal because of the item floating or trapping zinc internally
• Thick zinc runs on surface caused by zinc freezing during draining
• Steel is only about 15% heavier than zinc. A relatively small amount of air trapped inside a hollow section will prevent the section from sinking in the molten zinc
• Any water trapped inside a hollow section will expand 1750 times its original volume as steam and generate pressures as high as 50 MPa (7250 psi).

BASIC VENTING RULES

• No vent hole should be smaller than 8 mm
• The preferred minimum size is 12 mm
• About 200 grams of zinc ash will be produced for
each square metre of steel surface
galvanized. This ash is a powder and will not pass through small openings. Venting large internal areas required larger vent holes to allow ash to escape
• Hollow vessels require 1250 mm2 of vent hole for each cubic metre of enclosed volume. This means that a 40 mm2 diameter hole is required for each cubic metre of volume
• Hollow sections such as tube, RHS and SHS require minimum vent hole area equivalent to 25% of the section’ diagonal cross section
• Vent holes should be at the edges of hollow sections

BASIC DRAINING RULES

• No drain hole should be less than 10 mm
• Preferred minimum drain hole size is 25 mm
• Large hollow sections ( tanks, pressure vessels) require a 100 mm diameter drain hole for each cubic metre of enclosed volume
• Drain holes should be at the edges of hollow sections.
• Hollow sections such as tube, RHS and SHS require minimum drain hole area equivalent to 25% of the section’ diagonal cross section. The preferred design option is to leave the ends of tubes, RHS and SHS open.


TABLE OF VENT AND DRAIN HOLE SIZES FOR VARIOUS HOLLOW SECTIONS – RECOMMENDED MINIMUMS

Circular Hollow Section Nominal bore mm Rectangular Hollow Section Size mm Square Hollow Section Size mm Vent Hole Diameter mm
Single Double
8
8
10
10
15
10
20
13x13
10
25
16x16
10
32
19x19
10
40
38x19
25x25
10
50
38x25
32x32
12
2x10
65
64x38, 76x38
51x51
16
2x12
80
76x51, 89x38
64x64
20
2x14
100
102x51, 102x76
127x51, 127x64
76x76
89x89
25
25
2x18
2x18
125
27x76, 152x76
102x102
32
2x22
150
152x102
127x127
38
2x27
200
203x102, 203x152
152x152
50
2x35
250
254x152
203x203
63
2x45
300
305x203
254x254
75
2x54
350
305x254
305x305
88
2x63
400
100
2x70


TABLE OF VENT AND DRAIN HOLES FOR TANKS AND PRESSURE VESSELS

Capacity - litres Single drain hole diam mm. Double drain hole diam. mm Vent hole
diam. mm
500
80
25
1000
115
2x80
40
1500
140
2x100
45
2000
160
2x115
55
2500
175
2x125
60
3000
200
2x140
70
3500
225
2x150
75
4000
225
2x160
80
4500
240
2x170
85
5000
250
2x175
90
5500
265
2x185
95
6000
280
2x200
100
7000
300
2x220
110
8000
325
2x225
115
9000
350
2x240
120
10000
350
2x250
125

Avoiding Distortion
When steel sections or fabrications are immersed in molten zinc, their temperature is raised to that of the molten zinc which is typically 455oC. The rate at which the steel will reach this temperature across its entire surface will depend on:

• the thickness of the sections used in fabricating the item
• the rate at which the item can be immersed in the molten zinc
• the total mass of the item
• the dimension of the item - large items exceeding bath dimension require double-dipping.

At galvanizing temperatures, there is no change to steel’s metallurgical micro-structure and the galvanizing process is not hot enough to have any affect on the mechanical properties of the steel after galvanizing.

However, at galvanizing temperatures, the yield strength of steel is lowered by approximately 50%. If the adjacent steel is not at the same temperature and any stresses exist, the weaker area will be subject to movement by the stronger area. There is a responsibility on the designer, the fabricator and the galvanizer to co-operate in ensuring that distortion risks are minimised or eliminated.

Use Design and Fabrication Techniques to Avoid Distortion

• Design and fabricate sections of uniform steel thickness.
• Use symmetrical designs where possible, and avoid asymmetrical designs where cleats or plates are welded to one side only of a beam or RHS section.
• Avoid designs that require fabrications with a large surface area of thin plate to be double-dip galvanized.
• During fabrication use balanced or staggered welding techniques to avoid uneven locked-in stresses.
• If cutting a plate to size, ensure all sides are cut using the same technique. Guillotine is the preferred cutting technique.
• Ensure that the structural design of the item is sufficient to support its own weight at 50% of the steel specified yield strength. Consider temporary bracing if potential to yield exists.
• Ensure that venting and draining holes are adequate. This will allow the item to be immersed and withdrawn from the molten zinc as quickly as possible.
• During fabrication, accurately pre-form parts to avoid force or restraint during welding.
• Consider (or consult your galvanizer) the hanging requirements for the hot dip galvanizing process. This will ensure the fabrication is adequately supported throughout the process.
• The faster the fabrication can be immersed in the zinc, the more uniformly it will be heated to galvanizing temperature and the risk of distortion will be significantly reduced.. This will be determined by its overall design, venting and draining characteristics and ease of handling.

Items that are Prone to Distortion
Most steel sections and fabrications that are hot dip galvanized never give rise to distortion problems. However, certain types of products have a high risk of losing dimensional stability during the galvanizing process. Some examples are:

• Thin (6 mm and under) flat sheet and plate will almost always ripple or buckle unless it is ribbed or corrugated. Flat steel sheet used for box trailer floors will always buckle when the trailer is galvanized. The ribbed sections of the same thickness (1 mm) used for the side sections will rarely buckle.
• Long lengths of light wall pipe (spiral or seam welded) or
other long, thin sections can be prone to bending during the galvanizing process. As the yield strength of the steel is
halved at galvanizing temperature, long lengths of light section can bend or distort under their own weight. This can be avoided by designing dipping equipment that supports the product or by adequate hanging or support points along the length of the section.
• Floor plate welded to heavier structural framework render
the fabrication prone to distortion because of differential expansion and contraction of the plate and structural sections. The framework and the plate should be galvanized separately and then mechanically fixed.
• Welded beams with a flange to web thickness ratio of greater than 2:1, particularly long beams that need tobe double-dipped, may present a risk of distortion. Web depths exceeding 800 mm should also be treated with caution, particularly where web thickness is 10 mm or less. Your galvanizer should be consulted at the design stage to ensure satisfactory processing of these types of products as the handling of the sections through the galvanizing process is critical to achieving satisfactory result.
• Fabrications containing large areas of asymmetrical welds (e.g. crane beams). The welding stresses built into these fabrications will significantly increase the risk of distortion as the temperature of the galvanizing process will stress relieve the fabrication.

In most cases, distortion risks can be minimised or designed out of fabrications in consultation with the galvanizer.

CLEARANCES FOR MOVING PARTS
The surface tension of molten zinc is such that it will not flow feely in or out of gaps of 1 mm or less. When moving parts are incorporated into fabricated assemblies to be subsequently galvanized, a clearance of at least 2 mm should be provided.

If the parts are galvanized separately, a smaller clearance of 1 mm can be used.

DESIGN FOR HANDLING
All items to be galvanized must be able to be suspended or supported through the galvanizing process. Small or short items are suspended by wire or hooks from the galvanizing head frames. Smooth items such as tube may require holes to allow wiring up of the items.

Long sections such as beams, columns or large pipes are best provided with lifting lugs to avoid chain marks on the galvanized surface. To best support long slender items during galvanizing the location of lifting lugs can be advised by the galvanizer.

Where regular quantities of standard products are to be galvanized, special galvanizing jigs can be designed to facilitate productivity and ensure uniform quality.

SUMMARY
Good design for galvanizing is also good anti-corrosion design, as the fabrications will facilitate the good drainage of the items in service if they are exposed to the elements.

Consultation with Industrial Galvanizers’ technical sales staff at the design stage will also ensure that items can be galvanized most efficiently and at the lowest cost.

 

 


The cross bracing in this tin-walled spiral welded pipe prevents the ends from sagging under their own weight during galvanizing.


Good design for galvanizing on this cable spool produces a high quality result. All hollow sections are well ventilated and drained, as is the flange rim.


By lifting long items in chains connected to cleats or lifting lugs allows steep withdrawal angles and avoids chain touch marks on the fabrication.


Large and complex fabrications can be hot dip galvanized by double dipping. This large spiral staircase is half-way through the dipping process.


This pipe bracing has been correctly designed with multiple vent and drain holes at each end of the hollow sections.


Large fabrications can be galvanized by double-end dipping as long as they do not exceed galvanizing bath size in two dimensions.


These usiversal beams have been masked on the top flange to prevent the galvanized coating forming. This has been implemented by the galvanizer to allow shear studs to be welded to the beams on site. The galvanized coating interferes with the resistance welding of these connections.


3-D fabrications made up of complex hollow sections require careful design detailing to ensure they can be successfully hot dip galvanized, because of the venting and draining requirements of the individual elements.


Large hollow vessels such as this water tank require large vent and drain holes to ensure that molten zinc can flow in and out. A tank of this size would hold nearly 15 tonnes of molten zinc.