Q: "In the gas piping in Hong Kong, galvanization is applied to both low carbon steel pipe (EN10255) and malleable iron fittings (ASTM A197). Are the metallugical bonds between zinc and iron substrate different in these cases? Our experience has been that the galvanized iron fittings are more corrosion resistant than galvanized steel pipe. Can this be explained by the graphite content of malleable iron?"
The metallurgical bond between iron and zinc will be the same for any ferrous material. I would suspect the differing corrosion rates you are experiencing are not due to the graphite content, but rather from the different amount of zinc that is deposited on the two different materials.
It is known that the exact structural nature of the galvanized coating may be modified in accordance with the exact chemical nature of the steel being galvanized. Certain elements found in steels are known to have an influence on the coating structure. The elements carbon in excess of about 0.25 %, phosphorus in excess of 0.04 %, or manganese in excess of about 1.3 % will cause the production of coatings different from the “normal” coating.
Steels with silicon in the range 0.04 % to 0.15 % or above 0.22 % can produce galvanized coating growth rates much higher than those for steels with silicon levels below 0.04 % and between 0.15 % and 0.22 %. Recent studies have shown that even in cases where the silicon and phosphorous are individually held to desirable limits, a combined effect between them can produce a coating which typically would have a mottled or dull gray appearance.
These more reactive coatings are generally heavier (thicker) than normal. The corrosion rate of zinc is linear. Two mils of zinc will have exactly 2X the service life of one mil of zinc under identical exposure conditions. Consequently, thicker coatings have a longer life. Additionally, galvanized pipe is usually “wiped” during withdrawal from the bath using air or steam “knives” to remove excess zinc from the surface and provides a very smooth, uniform appearance for the consumer.
The relative coating thickness of the two materials can be non-destructively tested using a magnetic thickness gauge. This will quickly tell if the coating meets your minimum requirements.
Q: "Who's responsible for taking the mill markings off of channel before it's galvanized, the fabricator or the galvanizer?"
The fabricator. Galvanizing is specified to ASTM A123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products for channel shapes. The specification contains “Referenced Documents” in the body of the standard and includes ASTM A385 Practice for Providing High-Quality Zinc Coatings (Hot-Dip). A385 is often referred to as the “design spec”. A385 includes the following in Section 14, Marking for Identification. 14.1 Paint is not removed by pickling and must not be used when marking for identification material to be galvanized. Mill markings are sometimes referred to as "ink", but the composition is really that of paint.
Many fabricators mistakenly assume that the acid (pickling solution) used by the galvanizer will remove paint, and this is incorrect. In fact, some paint formulations are used as a “masking” for areas that will require full-penetration welding after the galvanizing process, such as welded moment connections. During galvanizing the paint burns and converts to surface carbon contaminant which is easily removed, exposing the bare steel substrate, ensuring good weld penetration.
If the mill markings remain on the steel surface before galvanizing they are clearly visible after galvanizing. The appearance is similar to a bleed-through marker used for paint coatings.
Some mill markings are soluble in the caustic and acid and are easily removed, while some mills use a formulation that requires grinding by the fabricator before being sent to a galvanizer.
Q: "What's the inspection process for galvanizing a large fabricated steel truss? Not all the elements are the same thickness (base plate 10mm, frame 4mm). Won't the smaller, thinner parts throw off the average coating thickness?"
Materials of different thicknesses must be treated separately for the purpose of inspection. If there are two basic parts to the weldment – base plate and frame, for example – you'd need an acceptable average coating on each of them for it to pass inspection, not one overall average. Different thicknesses of plate and different thicknesses of frame will also need to be measured independently. Each type and thickness of material has its own requirements.
Structural steel fabrications are galvanized to ASTM A123, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.
The coating thickness requirements for galvanizing are determined by the thickness of the base metal being galvanized. The galvanized coating is formed through a diffusion reaction between iron and steel. As the steel core approaches the temperature of the galvanizing bath the rate of diffusion of the coating slows, and finally stops. Thinner materials will reach their theoretical maximum coating faster than thicker steel, which take longer to heat. Therefore, different thickness material in the same weldment will have different coating thickness, as shown in the tables below. The first table shows the coating grade required for different materials at different thicknesses. The second table indicates the coating thickness for each grade.
All Specimens Tested Steel Thickness Range (Measured), in. (mm) Material Category _____________________________________________________________________
<1/16 1/16 to <1/18 1/8 to 3/16 >3/16 to <1/4 ≥1/4
(<1.6) (1.6 to < 3.2) (3.2 to 4.8) (>4.8 to 6.4) (≥6.4)
Structural Shape and Plate 45 65 75 85 100
Strip and Bar 45 65 75 85 100
Pipe and Tubing 45 45 75 75 75
Wire 35 45 75 75 75
Reinforcing Bar ---- ---- ---- ---- 100
Q: "I have found patches of what looks like thick white rust on galvanized steel bars. Can they still be used? Does this threaten the integrity of the coating?"
What you are describing is 'wet storage stain.' It's the result of recently galvanized steel being stored or transported in wet or poorly ventilated conditions. Whether or not it is a threat to the coating depends on the severity of the problem, but it most cases, it is not. Because it is voluminous, wet storage stain usually looks worse than it is. In the vast majority of cases, wet storage stain does not indicate serious degradation of the zinc coating, nor does it necessarily imply any reduction in the expected life of the product.
Wet storage stain is a thick white or gray deposit formed by accelerated corrosion of a new zinc coating in wet or humid conditions. It is found most often on stacked and bundled materials, such as galvanized sheets, plates, angles, bars and pipe, where tight packing can trap moisture. A thin film of water caught between two pieces of fresh zinc coated steel creates an environment where exposure to oxygen and carbon dioxide are limited, preventing the formation of a protective zinc carbonate layer and allowing the growth of soft corrosion products.
While very unsightly, even medium or heavy layers of wet storage stain represent the loss of very little zinc from the base coating. Light areas of wet storage stain, such as those you described, will usually be converted to zinc carbonate and will disappear in use with exposure to normal atmospheric conditions.
Medium to heavy wet storage stain should be removed as much as possible before the steel is put into service. The American Galvanizers' Association recommends cleaning wet storage stain of "medium severity" a mild solution of ammonia (one part ammonia to 10 parts fresh water) and a nylon bristle brush. For heavier wet storage stain, a mild acidic solution having a pH of 3.5 to 4.5, such as acetic acid or citric acid mixed with fresh water, and a nylon bristle brush can be used. Get more details here.
This is not to say that wet storage stain is never a serious problem. It can be. When wet storage stain is very heavy, as indicated by black spots on the galvanized coating or rusting of the underlying steel, the integrity of the coating is certainly damaged. At that point, stripping and re-dipping may be necessary.
One last note from the AGA: "While the galvanizer has a responsibility to produce a galvanized coating of good quality in conformance with governing specifications, the galvanizer is no longer in control after the work leaves the plant. The purchaser must ensure the proper handling and storage of material at the construction site to ensure a stain-free product at the time of final installation." See "Prevention of Wet Storage Stain" on page 3 of the attached article.
Q: "I have been asked to obtain galvanized shim 150mm x 150mm x 2mm and 5mm (150 pcs of each) 10mm and 20mm (80 pcs of each). Would this be a possibility? My usual supplier advised not, as each item would need a hole to enable dipping. Do you think I could find someone that would be able to supply them without a hole?"
If you look hard enough, I believe that you will be able to find someone who can do this without adding a hole. But, I believe you will to pay a significant premium for this service.
Hot dip galvanizing takes place at @ 450 C. The addition of ambient temperature steel to a very hot zinc bath results in a volatile mix. Zinc is generally thrown from the kettle surface during the immersion of steel, and light weight parts may be thrown from their fixture or rack during this phase.
Zinc and steel have nearly the same specific gravity. Zinc is about 7.12 and steel is about 7.82, so the steel actually becomes buoyant in the molten zinc. Once again this may result in parts "floating" from their fixture and loss of parts in the galvanizing kettle. Some of the shims you describe weigh less than .35 Kg to more than 3.5 Kg.
The flat geometry of a shim doesn't facilitate centrifugal galvanizing. The parts lie together and freeze into a solid block of shims as the zinc cools during withdrawal from the galvanizing bath after a spinning operation. If no handling hole is provided they would require a special rack or fixture to keep them from being lost in the bath, and to achieve a quality finish without the parts sticking together.
If the shims have a 1 cm hole added to one corner they can be wired in such a way that they can be dipped without loss of the part and achieve a finish that will be suitable for use with very little finishing or filing to remove drips or runs. This is certainly the most economical method of handling and will likely give you a lower cost on the part.
Q: "What is the difference between galvanized and triple zinc galvanized?”
Imagination! Triple zinc galvanized is a marketing gimmick to convince you, the user, that you’re getting a galvanized coating that has three times the life of conventional galvanized steel. I generally describe this type of sales promotion as “ferro-manurium”. (Another imaginary corrosion terminology.)
One manufacturer describes his Triple Zinc (TZ) galvanizing as a prefabrication coating of 1.85 (G-185) ounces of zinc per square foot of surface area measured in accordance with ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy- Coated (Galvannealed) by the Hot-Dip Process. G-185 is a measure of the total coating weight expressed in ounces of zinc per square foot of surface area.
Keep in mind that the single side measurement will be half of the total and due to variables in the process there may be as much as a 60/40 distribution difference between the two sides. A G-185 coating would have roughly 1.5 mils of galvanized coating on any given surface. A normal commercial grade A-653 coating is galvanized to G-60, so a G-185 would be three times the amount of zinc.
A tubing manufacturer uses the terminology for a continuous in-line hot dip galvanizing process, then a conversion process (probably chromate passivation) then a clear organic topcoat.
In comparison, a hot dip galvanized coating to ASTM A123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products will have a coating thickness that will vary depending upon the thickness of the steel substrate. The thinnest coating on steels with a thickness <1/16” will have a minimum coating thickness of 1.8 mils and heavier material ≥1/4” will have a minimum of 3.9 mils of zinc. These coatings are based on single side measurements, so the total coating weight will be twice the thickness of a single measurement. Even the thinnest A123 coating will exceed the coating thickness of the triple zinc G-185 coating. This is important since the corrosion rate of zinc is linear. Two mils of zinc will last twice as long as one mil of zinc in the same application. (More is better.)
Q: "Does ASTM mandate inspection after galvanizing as part of meeting the spec?”
A. Absolutely. For the purposes of this discussion I will limit my remarks to ASTM A123, Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products.
The specification defines inspection in both inch-pound and SI (metric) units of measure. The galvanizing standards are essentially based upon minimum coating thickness measurements for articles of a defined surface area. The number of measurements is defined by the specimen size and a random statistical sampling of an entire lot of parts.
Section 9 of the standard, Inspection, Rejection and Retest, states, “It is the responsibility of the galvanizer to ensure compliance with this specification. This shall be achieved by an in-plant inspection program designed to maintain the thickness, finish, and appearance within the requirements of this specification unless the inspection is performed in accordance with 9.2 Inspection by the Purchaser.
Section 10 states, “When specified in the purchase order or contract, the purchaser shall be furnished certification that samples representing each lot have either been tested or inspected as directed by this specification and the requirements have been met. When specified in the purchase order or contract, a report of the test results shall be furnished."
All of this being said it is important to remember that A123 is a coating thickness standard. There will be variation in color of the galvanized coating that the galvanizer has no control over. Steel chemistry of the article being coated effects the final appearance of the galvanized surface. Smoothness is another variable that is often questioned, since smoothness is a relative term and highly subjective in nature. Roughness that does not interfere with the intended use of the article shall not be grounds for rejection.
Q: "Is the substrate for sheet coil HDG cold rolled or hot rolled?”
A. Either is acceptable. ASTM A653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process is the spec relating to the actual coating of the substrate, but also references A568/A568M Specification for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements for, as the description for the substrate being galvanized.
During the manufacture of steel if the temperature of the metal is above its recrystallization temperature, or the temperature at which the grain structure of the metal can be altered, then the process is termed as hot rolling. If the temperature of the metal is below its recrystallization temperature, the process is termed as cold rolling.
In hot rolling, the process removes any induced stresses and grain deformation due to the elevated working temperature. During the cooling process, non-uniformed cooling may occur, which results in residual stress of the product. Hot rolling is used mainly to produce products like sheet metal or simple cross sections, such as rail tracks and I-beams.
Cold rolling has the added effect of work hardening and strengthening the material thus further improving the material’s mechanical properties. It also improves the surface finish and holds tighter tolerances. However, room temperature steel is less malleable than hot steel, so cold rolling cannot reduce the thickness of a work piece as much as hot rolling in a single pass. Commonly cold-rolled products often include similar hot rolled products like sheets and bars, but are usually smaller. Cold rolled material is generally more expensive than hot rolled due to the additional time and costs related to the process.
The substrate can be either hot or cold rolled, but due to the tolerance requirements of most coil products, it is very likely that you are going to get cold rolled material when you specify A653.
Q: "I have 12 gauge steel plate with 1/4" diameter holes. How should I spec this material out to be galvanized without having the holes fill with zinc?”
A. 12 gauge is actually referred to as “sheet”. The difference is a matter of thickness. For example steel PLATE is a large plate of thickness greater than 3/16 inch (about 5 mm). Steel SHEET is plate that it LESS than 3/16 inch thick. And steel STRIP is SHEET cut into short widths. 12 gauge is approximately .1094 inch (2.8 mm) in thickness. If this sheet is galvanized to ASTM A123 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products, the spec requires that the MINIMUM average coating thickness requirement is 65μm (2.6 mil) for material that is 1/16” to < 1/8” (1.6 to 3.2 mm).
Section 6.4 Appearance, contains the notation that plain holes of ½-in (12.5 mm) or more shall be clean and reasonably free from excess zinc. The section also contains a note that states “Depending upon product design or material thickness, or both, filming or excess zinc buildup in plain holes of less than ½-in (12.5mm) diameter may occur that requires additional work to make the holes usable as intended.”
ASTM A385 Standard Practice for Providing High-Quality Zinc Coatings (Hot-Dip) also referred to as the “design spec” makes note that for venting purposes holes shall not be less that 3/8” (9.5 mm) in diameter.
Hot dip galvanizing requires dipping of the chemically cleaned steel part in a bath of molten zinc at about 840 F, and allowing the part to reach the temperature of the bath to complete the metallurgical bond of iron and zinc. Thinner materials heat rapidly, and thicker materials take longer in the bath to galvanize. The rate of cooling also varies with thickness. Thicker material will stay hotter longer, and allow the excess zinc to drain more effectively. Thinner materials cool rapidly, and will capture more zinc as the temperature drops to 784 F where zinc changes from liquid to solid phase.
¼” diameter holes are too small to galvanize without the holes filling or filming with zinc. Fortunately however, the pure zinc surface is relatively soft (70 DPN) and can be easily removed by chasing or reaming the hole after galvanizing. Alternatively, you may want to consider using pre-galvanized ASTM A653 sheet stock and simply punching the holes. The zinc surface will provide cathodic protection to prevent corrosion at the edge of the punched hole.
Q: "Do extreme temperatures affect the corrosion resistance of galvanized steel?”
A. "Extreme" is a subjective term. The possible range of normal outdoor environmental air temperatures has little effect hot-dip galvanizing's corossion resistant properties.
In fact, according to the AGA, "hot-dip galvanized steel does not show significant differences at very low temperatures, below -40 F, or at very high temperatures, above 150 F."
Galvanized steel is a very good choice for low temperature environments. Studies done on the effect of low temperature environments on hot-dip galvanized steel indicate only minimal change in the behavior of the zinc coating. Some polar installations have used galvanized steel for corrosion protection and have been in service for many years. As with any steel at extremely low temperatures, the material may become brittle with extended use.
Very high temperatures can have an effect on galvanized steel depending on the length of exposure and the severity of the environment. The recommended short-term maximum temperature exposure for galvanized steel is around 660 F for periods of less than two hours at a time, or for a one-time occurrence lasting less than 24 hours.
When considering long-term exposure, the recommended maximum service temperature is approximately 390 F (200 C). Problems that could occur from long-term exposure to temperatures above 390 F include peeling, which can cause the outer free zinc layer to separate and fall away from the underlying zinc-iron alloy layers. It should be noted, however, the remaining zinc-iron alloy layers can still provide a high level of corrosion protection at temperatures below 480 F (250 C).
Extended exposure to high temperatures above 480 F will accelerate peeling and can result in the zinc-iron alloy layers cracking and separating from the steel. That's pretty extreme. Hot dip galvanizing protects steel from corrosion "extremely" well in the high and low temperature ranges of most applications.
Q: "What are the basic requirements for drain and vent holes in hollow fabrications?”
A. In the hot dip galvanizing process, steel fabrications are lowered into a bath of molten zinc at a temperature around 860 degrees F. The high temperature will rapidly raise the internal pressure inside hollow structures (up to 3600 psi) causing them to rupture or explode.
Therefore, as your question implies, all hollow fabrications being galvanized must allow for the venting and draining of air, moisture, and molten zinc for safety reasons.
Venting and drainage also affect lifetime performance of the galvanized structure, ensuring that all interior and exterior surfaces are properly cleaned and galvanized to protect them from corrosion, inside and out.
Because items being galvanized are immersed in and withdrawn from cleaning solutions, flux solutions and molten zinc at an angle, vent holes should be located at the highest point and drain holes at the lowest point as mounted during the galvanizing process.
A variety of fabricated steel products require vent and drain holes. The size and location of the holes vary depending on the product, but they critical to achieving successful and safe galvanizing. Click here to see diagrams with examples of good venting and draining from the American Galvanizing Association.
Q: "What care is taken for galvanizing threaded parts, and is rethreading them allowed after galvanizing?”
A. Fasteners and other threaded parts are galvanized to ASTM A153/A123M, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. This specification is intended to be applicable to hardware items that are centrifuged or otherwise handled to remove excess galvanizing bath metal from the parts.
Bolts and similar items are galvanized in perforated metal baskets and the parts are centrifuged at a high rate of speed during withdrawal from the galvanizing bath to remove excess metal from the threads. Nuts are galvanized as “blanks” with no internal threads, and the threads are cut into the nut after galvanizing. The threads on the nuts are cut slightly oversized to allow for the buildup of zinc on the surface of the male thread on the bolt. The amount of overtap is dependent upon the thickness of the coating, which is in turn dependent upon the thickness of the steel article. (Thicker materials = thicker coating)
There will be no corrosion on the bare threads of the nut, because the steel surface is in direct contact with the galvanized coating on the bolt. The zinc on the bolt will protect the bare threads on the nut through its anodic reaction.
Section 4.4 of the specification Threaded Articles—states “the zinc coating on threads shall not be subjected to a cutting, rolling, or finishing-tool operation, unless specifically authorized by the purchaser. In order to meet overtapping allowances, tapping the threads of nuts or tapped holes after galvanizing is not prohibited."
Q: "At what depth should someone engrave a steel plate so that, when galvanized, it can still be read? What is the minimum depth and the best depth?”
Thanks for the question. It is a fairly common requirement that marking be legible after galvanizing for most fabricated steel structures, and it is covered by ASTM A385, Standard Practice for Providing High Quality Zinc Coatings (Hot Dip). Section 14.2 Marking for Identification states, “Satisfactory identification may be provided by welding the identifying marks on the material, by embossing the identifying marks on a steel tag of no less than No. 12 gage (0.105 in. [2.69 mm]) and securing to the material with a heavy wire such as No. 9 gage (0.148 in. [3.76 mm]), or by die stamping the identifying marks into the material with characters 1⁄2 in. [12.7 mm] high and a minimum of 1⁄32 in. [0.79 mm] deep.
The galvanized coating has a minimum thickness of 4 mils (0.004”) for material that is ¼” thick. There will be some variation in the measurement over the surface of an article, so for engraving, deeper is better to prevent the cut from filling with zinc.
Please let me know if you have any additional questions or if I can be of additional assistance.
Q: "What does galvanizing add to the thickness of steel?”
Galvanizing is an alloy that forms when the prepared steel surface is immersed in a bath of molten zinc. The galvanizing bath temperature is @ 840-845 degrees F, and the steel must remain in the bath until the thickest part of the steel fabrication reaches the temperature of the bath. When the steel core reaches the bath temperature the reaction stops and the steel has been galvanized.
The coating reaction begins while the steel is heating and stops when it reaches bath temperature, so thin or light structures reach temperature faster than thick or heavy sections. Consequently the coating thickness will be heavier or thicker on the heavy material and the ASTM specifications reflect this difference in coating weight, based on the thickness of different materials.
There are other factors that can affect the coating, such as unusual steel chemistry, but I will keep the discussion for this based on standard mild carbon structural material.
Please refer to ASTM A123 for complete details on the minimum thickness values for different materials. The categories are Structural Shapes and Plates, Strip and Bar, Pipe and Tubing, Wire, and Reinforcing Bar. For the purposes of this question, I will discuss structural shapes and plates. The Steel Thickness Range (Measured), in. (mm) is as shown below in μm and mils.
<1⁄16 (<1.6) 1⁄16 to <1⁄8 (1.6 to <3.2) 1⁄8 to 3⁄16 (3.2 to 4.8) >3⁄16 to <1⁄4 (>4.8 to <6.4) ≥1/4 (≥6.4)
45 65 75 85 100
1.8 mils 2.6 mils 3.0 mils 3.3 mils 3.9 mils
The values in micrometres (μm) are based on the Coating Grade. The other values are based on conversions using the following formulas: mils = μm x 0.03937; oz/ft2 = μm x 0.02316; g/m 2 = μm x 7.067.
Based on this information, steels with a base metal thickness from 1/8” to ¼” will have a minimum coating thickness of 3 to 4 mils. (.003” to .004”) It is important to note that these are MINIMUM coating thicknesses. It won’t be unusual for the coating to exceed these minimums and be 4 to 6 mils in thickness.
Q: "Is there a way to predict the expected service life of galvanized steel in industrial use?”
A. As you might expect, the answer depends on several factors, including the environment, the application and the thickness of coating.
The American Galvanizers Association (AGA) published the Time To First Maintenance Chart in 2010. ‘Time to first maintenance’ is defined as 5% rusting of the steel surface. According to the chart, in a typical industrial environment with the ASTM A 123 minimum 3.9 mil zinc coating, it will be 72 years before any maintenance is required. The coating thickness of hot-dip galvanized steel is usually between 4 and 5 mils. This means that the first need for surface maintenance may not occur for more than 90 years. Then you might need to do a little touch-up. The chart is available for download from the AGA Web site, http://www.galvanizeit.org/aga/resources/aga-publications/.
The Time To First Maintenance Chart was developed using a corrosion prediction model called the Zinc Coating Life Predictor (ZCLP). The program performs calculations based on models developed using statistical methods, neural network technology and an extensive worldwide corrosion database.
You can use the ZCLP yourself.Just click here [http://www.galvinfo.com:8080/zclp/] and put in your specific parameters. Obviously, atmospheric levels of airborne salinity, precipitation, relative humidity, sulfur dioxide, and temperature influence actual corrosion rates in specific geographic locations.
Annual average temperatures, precipitation and humidity for your state or city can be found at www.currentresults.com. You may have to estimate airborne SO2 and salinity levels for your site, unless you have actual test results. The following information might help in your estimating. According to the European Community’s LIFECON project (2003), concentrations of airborne sulfur dioxide from 60 mg/m2/day and up are considered Industrial, with 10 to 80 mg/m2/day being Light Industrial, and below 10 mg/m2/day being benign. Similarly, 60 or more mg/m2/day of airborne salinity is considered a Marine environment, with 15 to 60 mg/m2/day being Light Marine and below 15 mg/m2/day being benign. For coating thickness, since hot dip galvanizing is usually between 4 and 5 mils thick, I would go with 4.5. (Be sure to select ‘mils’ from the dropdown.)
Plug in the parameters that best describe your project and see what the ZCLP has to say. Please note that some of the parameters have drop-down selections. Make sure you choose the right ones. It will affect the results.
So, to answer your question, yes, there is a way to estimate the expected service life of galvanized steel in industrial applications. Keep in mind, the ZCLP’s predictions are estimates, not guarantees. Are they accurate? Most likely, but the fact is that hot dip galvanized steel lasts so long we may not be around to find out!
Q: "In reference to G140, the minimum figure (for coating mass) is 1.40oz/ft2. Is there a nominal figure?” "
G-140 is covered by the specification ASTM A653/A653M-09a, titled Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
This specification covers steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hot dip process in coils and cut lengths. The product is produced in various zinc or zinc-iron alloy-coating weights [masses] or coating designations as shown in Table 1 of the standard.
Coating designation G140 does indeed indicate a coating mass of 1.40 oz/ft2 however, it is important to note that the measurement is for the total of both sides. Further, the 1.40 oz/ft2 is a triple spot test (TST) for the total of both sides. The coating thickness of a single side of G140 (TST) is approx 1.19 mils (1.4 oz/ft2 x 1.7 mils /2 = 1.19 mils)
The coating designation is the term by which the minimum triple spot, total both sides coating weight [mass] is specified. Because of the many variables and changing conditions that are characteristic of continuous hot-dip coating lines, the zinc or zinc-iron alloy coating is not always evenly divided between the two surfaces of a coated sheet; nor is it always evenly distributed from edge to edge. However, the minimum triple-spot average coating weight (mass) on any one side shall not be less than 40 % of the single-spot requirement.
The triple spot test (TST) for one side of G140 is 0.48 oz/ft2 and the single spot test as a total of both sides is 1.2 oz/ft2.
Use the following relationships to estimate the coating thickness from the coating weight [mass]:
1 oz/ft2 coating weight = 1.7 mils coating thickness,
7.14 g/m2 coating mass = 1 μm coating thickness.
Use the following relationship to convert coating weight to coating mass:
1 oz/ft2 coating weight = 305.15 g/m2 coating mass.
As it is an established fact that the atmospheric corrosion resistance of zinc or zinc-iron alloy-coated sheet products is a direct function of coating thickness (weight (mass)), the selection of thinner (lighter) coating designations will result in almost linearly reduced corrosion performance of the coating. For example, heavier galvanized coatings perform adequately in bold atmospheric exposure whereas the lighter coatings are often further coated with paint or a similar barrier coating for increased corrosion resistance. Because of this relationship, products carrying the statement “meets ASTM A653/A653M requirements” should also specify the particular coating designation.
Although the corrosion rate can vary considerably depending on the environmental factors, it is well known that, in most instances, the life of the zinc coating is a linear function of coating mass for any specific environment. That means, to achieve twice the life for any specific application, the user should order twice the coating mass.
Examples: A G60 coating mass will exhibit approximately twice the life of a G30 coating mass. A G90 coating mass will exhibit about 50% longer life than a G60 coating mass.
Products that are hot dip galvanized after fabrication are galvanized to ASTM A123, “Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.”
This specification covers both unfabricated products and fabricated products, for example, assembled steel products, structural steel fabrications, large tubes already bent or welded before galvanizing, and wire work fabricated from uncoated steel wire. A123 specifications differ from continuous galvanizing specs in that the coating thickness or mass designation is not measured as a distribution between both sides of an article. If the specification calls for 2 oz/ft2 (3.4 mils) the coating will be as specified anywhere on the article. The total for both sides would be a minimum of 6.8 mils
I hope that this answers your question, and clarifies the mystery of “G” designations for sheet galvanized products.
Q: "What would be the best galvanized coating (i.e.G90, G140) for metal framing on an exterior wall of a high rise building on the oceanfront in Virginia Beach VA? What would be the life of your suggestion? Thank you in advance."
Your question warrants a multi-part answer, which I will attempt to describe below.
G-90 or G-140 are both covered by ASTM A653 “Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process”. This specification covers steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hot dip process in coils and cut lengths. These are mill galvanized materials and are limited to coil stock that is then cut to length and formed. This is the same material that HVAC duct work is formed from.
The weight of coating is specified by the “G” designation and describes the weight or mass of the coating as the Total Both Sides, oz/ft2 of zinc. G-90 is 0.9 oz/ft2 of zinc, and G-140 is 1.4 oz/ ft2 of zinc. But again this is the TOTAL of both sides of the galvanized article. So, a G-90 coating actually has only 0.45 oz/ ft2 of zinc on any given surface.
The accepted formula for coating mass is 1 oz/ ft2 of zinc = 1.7 mils of thickness. This means that a G-90 coating has 0.45 oz/ ft2 x 1.7 mils = .765 mils of thickness on any given surface. G-140 has 0.7 oz/ft2 x 1.7 mils = 1.19 mils of thickness on any given surface. (However since the coating distribution is not exact, the coating can actually be a 60/40 distribution from side to side.)
Zinc (galvanizing) service life is a linear measure, depending upon the type of environment and the thickness of the coating. Once you know the thickness of the zinc coating and the type of exposure, the service life of the coating is easily predictable.
Two mils of zinc will last exactly twice as long as one mil of zinc in the same exposure conditions. Therefore a G-140 coating will last about 36% longer than a G-90 coating for the same application.
For a more comprehensive comparison of sheet specifications and hot dip galvanizing after fabrications please click the following link;
If you are describing exposed structural framing on the exterior wall (such as roof screen support framing or mechanical supports) you would be better suited with hot dip galvanizing after fabrication to ASTM A123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. This specification covers the requirements for zinccoating (galvanizing) by the hot-dip process on iron and steelproducts made from rolled pressed and forged shapes, castings,plates, bars, and strips.
The coating thickness is also measured in terms of mass or oz/ft2, but is not a total of both sides. For example, a piece of steel with a section thickness of ¼” or greater will yield a MINIMUM coating thickness of 2.3 oz/ft2 or 3.9 mils. The coating thickness on any surface will be at least 5 times the thickness and service life of a G-90 coating. Once again, the service life will be a function of the environment that the coating is exposed to. The link below is a service life chart showing the coating life versus coating thickness for a hot dip galvanized ASTM A123 coating.
Q: "Is it possible to have too much galvanized coating on a steel part?"
Questions like this really get the Professor's gears turning. He always has the answer or knows where to find it. The answer to this question comes from his pal Dr. Galv at the American Galvanizers Association (AGA).
"The specifications for hot-dip galvanizing do not set a maximum coating thickness, so there is no limit on the thickness of the hot-dip galvanized coating. However, there is a requirement the coating meet the “intended use of the product,” so if there are drips and runs in an area that will cause a fit problem in the part’s final assembly, then the drips and runs must be ground smooth for the part to be acceptable.
Although the specification does not limit the coating thickness, there are some practical limits on how thick the galvanized coating should be. When the coating exceeds 10 mils or 250 microns, the coating experiences significant stress during the cool down from galvanizing temperatures. The thermal contraction of steel progresses at a different rate than the thermal contraction of the intermetallic layers of the galvanized coating. This difference in contraction rates induces a stress at the interface between layers of the coating. The stress level induced depends on the thickness of the intermetallic layers. At normal coating thickness levels, the stress is minimal and there is no issue with the coating adherence. However, if the coating is thick then the stress can be significant, and this makes the coating susceptible to flaking."
Download the complete answer, with photographic illustration, from the AGA now at www.galvanizeit.org