Corrizon Revolutionizes the Fight Against Corrosion
The Problem of corrosion
Total worldwide cost of corrosion is approx. 4,000,000,000,000 $/year,
276 billion $/year in USA alone.
Sea
Air
City
Characteristic
UL Environmental Standards GREENGUARD Certification
GREENGUARD® The GREENGUARD Certification Program is a global environmental sustainability standard issued by the American safety consulting company UL. It assures that products designed for use in indoor spaces meet strict chemical emissions limits. Corrizon was awarded the highest standard, GREENGUARD Gold Certification, with stricter certification criteria to ensure that it is acceptable for use in environments such as schools and healthcare facilities.
Corrosion requires 3 components to occur.
Corrosion takes the oxygen out.
After applying Corrizon:
1. Rust is capsulized
2. CAM starts penetrating into the metal.
Scavenging properties remove oxygen from the metal and Carbon goes in.
No oxygen can come in the metal anymore and CAM continues penetrating.
Corrizon is a solution for both the treatment and prevention of rust. It can be applied to damp or semi-dried surfaces and works on a variety of metals including zinc.
Corrizon is effective in extremely thin coats (as little as 40-60 microns) and can even be applied to already rusted or corroded metals. It penetrates inside the metal and behaves like its immune system.
It encapsulates the rust molecules inside the metal’s surface, creating a new protective layer that blocks oxygen and prevents further damage.
IKA laboratories Ltd.
Salt Water Spray Test
In a side-by-side comparison concucted by analysis agency IKA Laboratories Ltd. metal panels with and without Corrizon coating were subjected to salt water spray tests. Even in the 1,000 hour test, Corrizon was found to prevent corrosion and slow the reduction of panel thickness.
Corrizon coated panel
Nomal metal panel
Presence of Rust on Metal Panel
Not Observed
Observed
Reduction of Metal Panel
(mm/year)
0.00
3.1
Cross Section of Corrizon-Treated Panel
A - Salt water spray test after 300 hours B - Salt water spray test after 1,000 hours
1 - Corrizon coat 2 - Corrosion Product 3 - Oxide Layer 4 - Steel Panel 5 - Paint
California Polytechnic State University
Permeability Test
Research into Corrizon's ability to permeate surface paint and reach the metal substrate was conducted by California Polytechnic State University. SEM and EDS analysis over 7 days following treatment confirmed the presence of carbon atoms in the paint layer and substrate.
Most permeation took place on Day 4 (45μ permeation).
Complete Corrizon permeation was observed on Day 7 after coating.
Even when applied on top of old paint, Corrizon showed effective protection against metal corrosion.
Past Results
Case Study
The Conventional Application Of Anti-Corrosion Paint Vs. CORRIZON BASE On An Area Approx., 5,000 Sq. Meters
Corrizon Base Vs. Conventional Methods Work Process
CORRIZON BASE can be applied on a damp surface
No need to apply during or immediately following the cleaning process
Basic painting time 2-4 hours and one can wait until the completion of cleaning the entire area.
Environmentally friendly – no debris to clear after sanding
Minimal protective gear to applicator.
Assumptions:
3-4 Workers per Day
Worker Cost per day 194 $
*AS BASE OF ISRAELI EXPENSES
SUMMARY RESULTS OF CASE STUDY
The Conventional Application Of AntiCorrosion Paint On An Area Approx., 5,000 Sq. Meters:
Only for stage one Cost of material ± 60k $ Cost of 4 workers ±19 k $ Work days ±25 days
Toatal cost for stage one -79 K $
After Sand Blast Cleaning, The Base Paint Primer Coat Should Be Applied Within 2-4 Hours
The following parameters were obtained: 1:4 Base coverage capacity 1: 5 Intermediate coverage capacity 1: 8 Upper coverage capacity
The Application Of CORRIZON BASE On An Area of approx., 5,000 Sq. Meters:
Only for stage 1
Cost of material ± 30 k
$ Cost of 3 workers ± 6 k
$ Work days ± 10 days
Total cost for stage one – 36K $
After Cleaning W/ Water Pressure There Is No Need Or Rush To Immediately Apply CB After Cleaning The Entire Area. The Surface Is Protected.
The following parameters were obtained: 1:15 CB -Coverage capacity 1:5 Intermediate coverage cap s1:8 Upper coverage capacity
*The cost is only for stage one and not includes an intermediate paint layer according to client request
In environments where there is direct contact with water, rust poses a serious threat of physical damage and deteriorating performance. Previously existing solutions require significant time and cost for continuous maintenance on top of human and ecological safety concerns.
Principal Mechanisms of Ship Corrosion
Ships are primarily exposed to atmospheric corrosion, caused by a combination of high moisture and salt-laden sea spray, both of which directly attack the steel through the smallest deficiencies of the pain layer.
Ships also suffer from fretting corrosion, caused by the repeated relative surface motion between loaded metal surfaces, typically induced by vibration (caused by machinery) and structural flexing (caused by sea currents and wind).
Like all metal structures containing different metals, at the contact points between different metals, galvanic corrosion takes place – by the two metals forming a parasitic galvanic cell with the sea water acting as an electrolyte. This cell’s action causes one of the metals, typically the steel to oxidise.
Weak or absent earth connections between a docked ship’s hull and its pier-side power supply causes leakage earth currents to flow out of the ship’s hull (typically through a hull protrusion or sharp edge) into the water, and thereafter to the seabed, which is the harbour power-supply’s earth. The point at which current leaves the ship’s hull is prone to stray current corrosion.
The abundance of sea spray causes water to become trapped and accumulate in crevices, whether formed by silt, sand, marine organisms, structural recesses, or sealing material. This forms a stagnant always humid area on the metal, which gives rise to a hidden-from-the-eye corrosion patch, which gradually erodes the metal and allows water to ingress inner structures. This is known as crevice corrosion.
Microbial corrosion is caused by certain types of marine bacteria, which stick to the hull or accumulate in crevices. Their biological activity modifies local chemistry by acid production, thus accelerating corrosion.
Internal corrosion takes place in tanks, piping and pumping equipment in oil tankers.
Corrosion Vicious Circles
Structural weakening – Since stress-bearing components of ships are made of steel, any serious corrosion causes structural weakness, compromising safety – In stormy seas, ships’ hulls are subjected to much torsional stress, and normal-duty payload (e.g. ship cargo) also stresses the structure. A weakened structure will flex more, increasing fretting corrosion, and in turn further weakening the structure, as well as allowing the ingress of water and dirt through weakened seals or through welded/rivetted joints becoming porous, as explained below. And of course, a sufficiently weakened structure can catastrophically fail.
Ingress of water and dirt causing more corrosion – Corrosion around openings, often caused by salt water trapped under rubber seals, weakens the effectiveness of these seals and allows water and dirt to enter enclosed areas. Those enclosed areas may have an intricate internal structure with many places where water and dirt can accumulate – usually invisible from the outside. The accumulated dirt forms a sponge which retains any water ingress, forming stagnant pools of salty water, causing further corrosion.
Ingress of water causing electrical faults – The weakening of seals mentioned above can also cause water to enter electrical connection boxes and equipment, causing short circuits and the corrosion of electrical connections.
Ingress of water causing flooding – Corrosion-weakened seals may cause ingress of enough water to destabilise the ship. Corrosion-weakened rivetted or welded joints (which may be below the water line) may become porous, allowing massive flooding.
Which Parts of a ship are Vulnerable to Corrosion?
Hull & Superstructure
The principal part of the ship vulnerable to corrosion is the hull & superstructure, which are exposed to the elements 24 hours a day.
Engine heat exchangers
Marine engines are typically cooled by a coolant/antifreeze/anticorrosion mixture circulating in a closed circuit, similarly to modern motor vehicles. After passing through the engine, this mixture is cooled by heat-exchangers in which sea-water flows in open circuit (analogous to the motor-vehicle radiator). The sea-water side of the heat exchangers are prone to corrosion due to the salinity of the water and the accumulation of sea-borne debris which act as sponges causing stagnant salty humidity and thence crevice corrosion.
Ballast tanks
Some ships, especially large cargo ships and oil tankers have ballast tanks, which are used to change the weight distribution of the ship, or to change its draft, in order to optimise stability. Ballast tanks being filled with water, often sea water, are very prone to corrosion.
Ballast tanks do not corrode uniformly: The upper part, which forms an empty headspace, even when the tank is full, undergoes thermal cycling (due to ambient temperature changes), contains much oxygen and is affected by vibration – corrosion easily takes a foothold. The bottom part, which is often immersed in water is prone to the accumulation of marine microorganisms coming from the seawater pumped into the tanks. Also, when emptied, a thin and salty electro-conducting moisture film remains on the surface. Both of these phenomena cause corrosion.
Modern double hull tankers, with fully segregated ballast tanks suffer from an additional vulnerability: An empty tank acts as insulation from the cold sea, allowing the warm cargo areas to retain their heat longer. Since corrosion rate increases with temperature differences, the cargo side of the ballast tank corrodes more quickly than it would in a conventional configuration.
Particular vulnerabilities of oil tankers
Oil storage tanks in tankers are vulnerable to “sweet” and “sour” corrosion. Sweet corrosion takes place in systems containing only carbon dioxide, with a low level of hydrogen sulphide (H2S partial pressure < 0.05 psi). Sour corrosion takes place where the hydrogen sulphide’s partial pressure is above 0.05 psi. H2S itself is not corrosive, but a water-containing gas environment causes reactions which lead to corrosion of the inner surface of the steel pipeline.
eet corrosion results in internal pitting of the pipeline, whereas sour corrosion is much more severe, and can compromise the structural soundness of the tank.
In addition, moisture ingress, and its accumulation in the tank bottom aggravates corrosion. This moisture may also evaporate in warm weather, and with a fall of external temperature, re-condensate all over the internal surface of the tank.
The Cost of Corrosion
The annual U.S. marine shipping industry corrosion-related costs are estimated at $2.7 billion. This is made up of costs associated with new construction ($1.12 billion), maintenance & repairs ($810 million), and corrosion-related downtime ($785 million) (JOHNSON J.; Cost of corrosion in ships, report. Dublin, Ohio: CC Technologies Laboratories, Inc.; 2001; KOCH GH, BRONGERS MPH, THOMPSON NG, VIMANI YP, PAYER JH.; Corrosion costs and preventive strategies in the United States. US Federal Highway Administration; 2002. Report FHWA-RD-01-156; DE BAERE K, ET AL. In situ study of the parameters quantifying the corrosion in ballast tanks and an evaluation of improving alternatives, NACE Conference Papers, Houston; 2011).
“A ship is composed of 90% steel. We estimate that approximately 25% of the world’s steel production is destroyed by corrosion, in other words, 5 tons per second. The costs arising from corrosion are calculated to be several tens of millions of euro per year for leading navies such as the French or American navies.”
AIR
Numerous aircraft parts and equipment are built from aluminum, making them prone to deterioration in humid environments. Preventative measures are necessary not only for the outer body, but also for interior components such as cables. The time and cost required to uphold safety protocols is enormous.
The aviation industry has had to deal with corrosion-related airframe problems for decades.
The metals making-up a typical aircraft are prone to several different types of corrosion, and long service life compounds these problems – it is estimated that one in four airplanes is over 20 years old.
Up to the 1990s, little attention was payed to aircraft corrosion. Among the first aircraft to incorporate corrosion prevention by design was the Boeing 777, manufactured since 1995.
What factors accelerate corrosion?
The environment – The environment under which an aircraft operates greatly affects its corrosion characteristics. A marine environment with its sea-water-laden air is the most detrimental, a desert environment the most benign. Temperature also have a significant effect on the rate of corrosion – a hot humid climate being the most detrimental.
Extreme temperature and pressure cycling – By the nature of its service an airplane undergoes large cyclical temperature and pressure changes, as it climbs into the high atmosphere or lands at its destination. Temperatures in the high atmosphere, even in tropical latitudes, may reach -40°C, and pressures can drop as low as 0.2 atmospheres.
This causes:
Ambient moisture to condense on the aircraft – on its outer skin, in its inner structural surfaces, and on important components, such as electrics and landing gear; moisture then becoming trapped inside these complex structures;
Seals to leak over time, resulting in the penetration of moisture (driven by pressure differentials) even into the nominally sealed areas of the structure; this happens gradually, over a long timescale.
Foreign matter – such as battery acid spillage, caustic cleaning solutions, engine exhaust residues (due to its sulphur content), atmospheric dust and soil.
Leaking lavatories and galleys – sometimes not easily detected, cause the accumulation of humidity in inner structures.
And as the aircraft ages, the cumulation of these factors make the problem of corrosion more severe.
What are the mechanisms of corrosion?
Filiform surface corrosion is observed as under-paint random thread-like filaments, with the paint often bulging and blistering. This is caused by cracks in the paint which allow the ingress of moisture under the paint.
Galvanic corrosion is caused by two dissimilar metals in the presence of an electrolyte. Aluminium, alloy, extensively used in aircraft, is composed of aluminium plus copper, magnesium and manganese. Exposure of the alloy to water in in the absence of suitable corrosion protection, produces powder-like white or grey corrosion deposits. Carbon fibres in contact with aluminium can also set up a galvanic cell, and thus produce corrosion.
Pitting is the creation of small pits (or holes) on the surface. These pits, however go deep into the thickness of the material, to the extent that structural integrity may be compromised. The corrosion mechanism is that of galvanic corrosion (described above), where the electrolyte becomes trapped in a pit, initially caused by point-damage of the paint layer; as corrosion takes hold, this pit then deepens and traps the electrolyte even more efficiently.
Fretting corrosion is caused by the cyclical relative surface motion between loaded metal surfaces, typically induced by vibration or structural flexing. This often happens around bolts and rivets. The fretting action wears-down the protective or sacrificial layers of the metal and exposes the metal itself to corrosive agents. Cracks are observable on the surface.
Exfoliation – Machined or damaged edges of structural members may have exposed grain ends, that allow corrosion to penetrate the material along planes parallel to the grain surfaces. Corrosion products (which are more voluminous than the original metal), push the grain layers apart, allowing more corrosion to take place. The material is seen to “peel” into leaves, hence the name of this phenomenon.
Stress corrosion typically occurs in high-strength alloys which intrinsically have a negligible corrosion product. It occurs under conditions of high tensile stress (static or cyclical) in a corrosive environment. Incorrect fits or tolerances due to faulty assembly procedures may cause this.
Micro-biological corrosion is principally experienced in integral aluminium fuel tanks and their piping, in the presence of entrapped water. This water may come from condensation of humid air inside the fuel tank or may have been inadvertently introduced in the kerosene as an impurity. Fungi grow at the water / fuel boundary, especially during periods when the aircraft is in storage. Acidic digestion products of the organisms attack the corrosion-protection layer of the inside surfaces of the tank and of the fuel piping.
And what are the consequences?
Primarily safety – A corrosion-weakened airframe is more prone to metal fatigue and to catastrophic failure. Corrosion in other components, such as landing gear, engine parts and electrics can also compromise safety.
How much is corrosion costing?
It is estimated that corrosion costs the US aircraft industry $2.2 billion, which includes design and manufacturing ($0.2 billion), corrosion-related maintenance ($1.7 billion), downtime ($0.3 billion). (Corrosion Costs and Preventive Strategies in the United States, Publication No. FHWA-RD-01-156, US DEPT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION).
CITY
Buildings, vehicles, bridges, and countless other parts of our everyday lives are susceptible to rust. Many existing paints, topcoats, and cleaning solutions are dangerous and also costly when applied to large-scale infrastructure.
Today, steel-reinforced concrete is widely used in most types of infrastructure. Buildings, roadway & railway terracing & support, bridges, harbour installations, dams.
Since concrete can only take compressive stress, and not tensional stress, it must always be reinforced by internal steel bars, which are seemingly protected from the ravages of the external environment. They are certainly out of sight, buried in the body of the concrete…Out of sight, out of mind? Will they eventually rust? The short answer is yes.
The Mechanisms of Corrosion
Despite its appearance, concrete is typically wet, and therefore the steel bars are in a wet environment. However concrete is intrinsically very alkaline (high pH), which prevents oxidation of the steel bars buried inside.
a. Contaminants
Anything which neutralises the alkalinity of the concrete, allows oxygen to penetrate the concrete’s complex cement matrix, and eventually reach the steel bars. Common contaminants are:
Chloride ions, found in abundance in sea-salt spray and de-icing compounds (typically salt) applied to roadways in snowy weather
Water-borne atmospheric carbon dioxide reacting with the lime from the cement to form carbonic acid
Sulphur and nitrous oxide, found in urban polluted atmospheres are essentially acidic.
All of the above lead to a loss of alkalinity and thus facilitates the penetration of oxygen through the cement matrix, right down to the steel bars.
b. Mechanical Stresses
Structures are always subject to mechanical stresses: vibration, load changes, environmentally induced stresses (discussed further on). Mechanical stresses cause slight deformation of the concrete, which may lead to micro-cracking. When the concrete cracks, oxidisers can reach the internal steel bars more easily.
c. The Effect of the Environment
Temperature – In general higher temperatures accelerate any ongoing corrosion process; at sub-zero temperatures the corrosion process is considerably slowed-down.
Humidity – High relative humidity accelerates the corrosion process. The effect of humidity is determined by the Time Of Wetness (TOW), i.e. a measure of the time for which atmospheric conditions favour the formation of a moisture layer on the structure’s surface. Humidity neutralises alkalinity and thereby facilitates oxygen penetration.
Marine environment – High humidity conditions, together with sea spray salinity, throws an abundance of chloride ions at the concrete, which neutralises alkalinity and thereby facilitates oxygen penetration.
Soil exposure – Soil is often chloride and sulphate rich, weakening the alkalinity of buried foundations, thereby promoting their corrosion.
Freeze-thaw cycles – When water freezes, its volume expands by a little less than 10 percent. Any humidity present in small cracks will therefore force these cracks open upon freezing. Repeated freeze-thaw cycles, caused by cyclical ambient temperature changes will widen the cracks, thus facilitating oxygen penetration to the buried steel bars.
Environmental differences – Differences in oxygen concentration, acidity, moisture or salinity between different parts of the structure facilitate the penetration of oxygen into the cement matrix.
d. Stagnant water and Drainage
In many concrete structures, water (typically rain water) runoff is deficient, either because of the physical shape of the concrete elements, or because drainage channels have become obstructed. In either case, stagnant water pools collect in certain locations – salt water in marine environments – and the concrete’s alkalinity at these locations is diminished, leading to oxygen penetration to the buried steel bars.
e. Feedback Loop
When an internal steel bar starts to corrode due to any combination of the above, its volume increases. This generates pressure inside the concrete element, widens any existing cracks and generates new cracks from the inside to the outside. This in turn increases the exposure of the steel to oxygenation and accelerates the corrosion process. Thus, further corrosion is also accompanied by further cracking. Therefore, over time, the corrosion process is accelerated.
Consequences of Corrosion
Steel corrosion inside the concrete element has two main consequences:
Corrosion-induced volume changes of the steel bars inside the concrete cause the concrete to crack and eventually break-up.
The steel bars themselves become weaker and more brittle by corrosion, leading to further loss of strength of the concrete.
Both of the above lead to the likelihood of structural failure, especially during severe external conditions, or heavy loading – many recent road-bridge failures have been attributed to this.
How much does it cost?
According to “Corrosion Costs and Preventive Strategies in the United States” (FHWA, Publication No. FHWA-RD-01-156, dated 03/2002), the estimated annual direct cost of corrosion in the United states is as follows (based on a study by CC Technologies Laboratories, Inc. conducted between 1999 and 2001).
Highway bridges: $8.3 billion, consisting of $3.8 billion for the replacement of structurally-deficient bridges over the next 10 years, $2.0 billion (including a cost of capital) for the maintenance of concrete bridge decks, $2.0 billion (including a cost of capital) for the maintenance of concrete substructures (minus decks), and $0.5 billion for maintenance painting of steel bridges. Through life-cycle analysis, it is estimated that indirect costs to the user attributable to traffic delays stand at more than 10 times the direct costs enumerated above.
Waterways and ports: $0.3 billion. Typically, corrosion is found on docks, piers, mooring structures, bulkheads, retaining walls, and navigational aids (such as lighthouses). Corrosion costs for these structures are not formally monitored. However based on figures obtained from the U.S. Army Corps of Engineers and the U.S. Coast Guard, the annual corrosion cost is estimated to be $0.3 billion.