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
 
 
 

37 - GALVANIZED COATINGS AND BUSHFIRE


Unlike most other applied organic coatings used to protect steel, galvanized coatings are zinc-based metallic coatings applied to steel using a variety of technologies.

The performance of these zinc-based coatings when subjected to bushfire depends on a number of factors, not the least of which is the characteristics of the galvanized coating arising from the technology with which it is applied.

Pure zinc has a melting point of about 420oC, this a coating consisting mainly of pure zinc can be expected to start melting once this temperature is reached on the metal surface.

Many galvanized products produced by a continuous galvanizing process (sheet, coil and some tube) have a coating that is largely pure zinc and is typically 15-25 microns in thickness.

Hot dip galvanized coatings, applied by immersing batches of fabricated steel in a bath of molten zinc, are made up of zinc-iron alloy crystals with a thin coating of zinc on the surface. These zinc-iron alloys constitute 80-100% of the coating, depending on steel chemistry and some processing techniques.

These zinc-iron alloys are not only much harder than pure zinc (about 4-5X) but have a much higher melting point of around 650oC.

Typical bushfire conditions may expose steel structures to air temperature of 800oC for periods of up to 120 seconds. Depending on section thickness of the steel, the actual steel surface temperatures do not exceed 350oC for a Level II bushfire event, according to recent tests done on behalf of BlueScope Steel by the CSIRO Manufacturing and Infrastructure Technology Bushfire CRC

At the temperature of molten zinc (420oC), proof stress of the steel is reduced to 70% of its original value. At a temperature of 650oC, the steel will suffer a significant reduction in proof stress. Unlike most other metals, zinc-based coatings will vaporize at relatively low (about 950oC) temperatures and re-condense as zinc oxide fume below that temperature. This phenomenon is commonly seen when galvanized coatings are flame-cut or welded.

In addition, zinc coatings are generally reflective and being metallic, have high emissivity characteristics. For this reason, a galvanized surface will not absorb heat at the same rate as an organically coated or uncoated steel surface.

Another interesting metallurgical phenomenon takes place with galvanized coatings in that if there is any free zinc in the galvanized coating and the steel temperature approaches but does not exceed the melting point of zinc, a `solid state’ reaction takes place and the free zinc will be converted into zinc-iron alloy.

In summary, the bushfire flame duration and intensity are not high enough to compromise the structural strength of the steel. The hot dip galvanized coating will thus remain largely unaffected through a bushfire event. This has been verified in the testing of the hot dip galvanized BlueScope Sureline™ hot dip galvanized steel power poles in the CSIRO Bushfire CRC testing done in the Spring of 2005.

 

 


CSIRO Bushfire CRC – Mogo NSW. Sureline galvanized steel poles undergoing Level 2 bushfire testing. This test simulates actual bushfire conditions and flame duration. Galvanized coating unaffected.


CSIRO Bushfire CRC – Mogo NSW. Sureline galvanized steel poles undergoing Level 3 bushfire testing. This test substantially exceeds actual bushfire conditions. Galvanized coating unaffected


Burning timber pole – Canberra fires – 2003.


Timber poles following grass fire in ACT in 2003 – burnt off at base