Overview of definitions
16.1 Thinning
The paint is supplied at the manufacturer's viscosity for application
via spray painting, including airless spray painting, as well as for
application by roller and brush. If requested, the paint can also be supplied
at a specific viscosity. If the paint is too viscous (thick), for example in
case of cold weather, then a small quantity of thinner may be added to obtain
the required viscosity. The recommended amount of thinner to be added is
specified by the manufacturer for various application methods. Excessive
thinning can negatively affect the results. Addition of a small quantity of
thinner will not significantly affect the dry paint film. However, if too much
thinner is added, the user should realize that addition of thinner lowers the
concentration of solids in the paint. As a result, it will be necessary to
apply a thicker wet paint layer to achieve the same desired dry film thickness.
16.2 Mixing
ratio
Two-component products are supplied in the form of an A component (primary)
and a B component (curing agent), packaged in the correct mixing ratio. It is
important to always use this same ratio, even if not all of the product is
used. Start by mixing component A until a homogeneous mass is obtained. Then
add component B and mix until a homogeneous mixture has been obtained. Make
sure you completely remove all of component B from its container, if necessary
with the help of a small amount of thinner, to ensure that the correct mixing
ratio is obtained. The curing reaction starts as soon as both components are
mixed together, and the mixed product remains usable for a limited period of
time, the so-called pot life. Do not mix more product together then you can
effectively utilize within the pot life of the product.
16.3 Induction time
The induction time is the recommended waiting time
between the mixing of both components and the start of the application process,
in order to allow the curing reaction to get underway. It applies only to
certain types of two-component epoxy products, as specified on the product data
sheets.
16.4 Theoretical coverage
The theoretical coverage is defined as the number of square metres (m2)
which can be covered by one litre of paint. The wet film thickness used for
calculating the coverage is the film thickness realized in practice with the
help of the most commonly used application method. Based on the volume
percentage of solids, it is then possible to calculate the dry film thickness.
The theoretical coverage, expressed in m2/l, is then calculated as
follows:
Theoretical coverage in m2/l volume
percentage of solids
= _________________________ x 10
dry film
thickness in micrometres
Some illustrative figures are
presented in the table below:
Theoretical coverage in m2/l
|
Dry film
thickness in µ |
Volume
percentage of solids |
||||||
|
|
20 |
25 |
30 |
35 |
40 |
45 |
50 |
|
25 |
8.0 |
10.0 |
12.0 |
14.0 |
16.0 |
18.0 |
20.0 |
|
30 |
6.7 |
8.3 |
10.0 |
11.7 |
13.3 |
15.0 |
16.7 |
|
50 |
4.0 |
5.0 |
6.0 |
7.0 |
8.0 |
9.0 |
10.0 |
|
60 |
3.3 |
4.2 |
5.0 |
5.8 |
6.7 |
7.5 |
8.3 |
|
80 |
2.5 |
3.1 |
3.8 |
4.4 |
5.0 |
5.6 |
6.2 |
|
100 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
4.5 |
5.0 |
|
125 |
1.6 |
2.0 |
2.4 |
2.8 |
3.2 |
3.6 |
4.0 |
|
150 |
1.3 |
1.7 |
2.0 |
2.3 |
2.7 |
3.0 |
3.3 |
|
Volume percentage of solids |
Dry film thickness in µ |
||||||||
|
|
70 |
100 |
125 |
150 |
200 |
300 |
400 |
500 |
1000 |
|
60 |
8.6 |
6.0 |
4.8 |
4.0 |
3.0 |
2.0 |
1.5 |
1.2 |
0.6 |
|
65 |
9.3 |
6.5 |
5.2 |
4.3 |
3.3 |
2.2 |
1.6 |
1.3 |
0.7 |
|
70 |
10.0 |
7.0 |
5.6 |
4.7 |
3.5 |
2.3 |
1.8 |
1.4 |
0.7 |
|
75 |
10.7 |
7.5 |
6.0 |
5.0 |
3.8 |
2.5 |
1.9 |
1.5 |
0.8 |
|
80 |
11.4 |
8.0 |
6.4 |
5.3 |
4.0 |
2.7 |
2.0 |
1.6 |
0.8 |
|
85 |
12.1 |
8.5 |
6.8 |
5.7 |
4.3 |
2.8 |
2.1 |
1.7 |
0.9 |
|
90 |
12.9 |
9.0 |
7.2 |
6.0 |
4.5 |
3.0 |
2.3 |
1.8 |
0.9 |
|
95 |
13.6 |
9.5 |
7.6 |
6.3 |
4.8 |
3.2 |
2.4 |
1.9 |
1.0 |
|
100 |
14.3 |
10.0 |
8.0 |
6.7 |
5.0 |
3.3 |
2.5 |
2.0 |
1.0 |
If, as is the case for spray painting, extra thinner is added to the
paint, then the volume percentage of solids in the ready to use paint mixture
will decrease. The volume percentage of solids in the thinned down paint is
then equal to:
volume of paint before
thinning (l) x volume percentage of solids in paint before thinning
volume of paint before thinning (l) + volume of thinner added (l)
16.5 Practical coverage
In actual practice, the following factors affect the practical coverage:
surface profile/roughness
absorption by substrate
application loss
The loss depends upon a great many factors including: skill and
experience of paint applicator, application method, size and shape of object,
nature of substrate, film thickness applied, and conditions during application.
It is therefore not possible to specify a generally applicable value for the practical
coverage. We do not recommend spreading the paint layer out as much as
possible. It is better to ensure that the desired film thickness is actually
realized.
16.5.1 Calculations
The practical coverage is calculated by multiplying the theoretical coverage
by a factor which depends upon the surface profile, the application method and
the application conditions (see table below). The values specified in this
table should be viewed as a rough guideline, as the working procedure also has
a great influence on the practical coverage.
|
|
20-80 micrometre |
50-200 micrometre |
||||
|
Substrate |
Roller, spray or brush |
Indoors |
Outdoors |
Roller, spray or brush |
Indoors |
Outdoors |
|
Smooth closed
surface |
0.85 |
0.75 |
0.70 |
0.90 |
0.80 |
0.70 |
|
Smooth steel (cold-rolled) |
0.85 |
0.75 |
0.70 |
0.90 |
0.80 |
0.65 |
|
Blasted steel (fine
blasting) |
0.80 |
0.70 |
0.65 |
0.85 |
0.75 |
0.70 |
|
Blasted steel (rough
blasting) |
0.75 |
0.65 |
0.60 |
0.80 |
0.70 |
0.60 |
|
Raw concrete and
stone |
0.60 |
0.55 |
0.50 |
0.70 |
0.65 |
0.50 |
16.6 Recommended film
thickness per layer
This is the thickness of the dry or wet paint film used as a basis for
the information in the product data sheets. Depending upon the desired degree
of chemical or mechanical resistance, other film thicknesses may be recommended.
16.7 Drying time
16.7.1 Dust-free
Drying rates are specified in terms of the time required for the paint
film to become dust-free and tack-free respectively. These times are
temperature dependent and specified for 20°C. Enclosed areas need to have
sufficient ventilation to remove the evaporating solvents in order to achieve
acceptable drying times. Solvent evaporation is one of the factors affecting
drying of the paint film. For two-component paints which require curing and for
paints which depend upon oxidative drying, the drying process also depends upon
a chemical reaction. This chemical process for paints is called curing. The
speed of this process depends upon the temperature: faster at higher
temperatures and slower at lower temperatures.
16.7.2 Curing time
For two-component paints, curing times are specified based on an average
ambient temperature of 20°C. As a rule of thumb, an increase in temperature of 10°C
reduces the curing time by half.
16.7.3 Recoatability time
This is the required drying time between the application of successive
layers of paint. As is the case for the other drying times mentioned above,
this also depends upon temperature. For some products, this time interval is also
limited to a maximum value, as adhesion between the successive layers may
diminish with time. If the maximum interval is exceeded, it may be necessary to
roughen up the surface to ensure effective adhesion of the following layer.
Some products are also available for which the drying time between paint layers
is not that critical. However, primer coatings should not be left exposed for
too long in aggressive environments. The drying time specified between paint
layers applies to successive layers of similar products. For different types of
products, different times may apply. A freshly painted surface that has been
exposed to a contaminated environment must always be thoroughly cleaned before
a subsequent layer is applied.
16.8 Flashpoint
The flashpoint is the lowest temperature of a product at which just
enough vapour exists in the air to enable it to be ignited in the air. The
flashpoint is determined with the help of the Abel-Pensky closed cup method.
The values specified are rough estimates and can serve as a guideline within
the framework of local safety regulations with regard to fire/explosion hazard
during transport, storage and processing. If significant changes occur in the
composition of the product, relevant to the flashpoint, an updated product data
sheet will be issued. Addition of thinner can significantly alter the
flashpoint of a paint.
16.9 Density
The density is the mass (weight) of the paint in kilograms per litre at 20°C.
For two-component products, the density is specified for the mixed product,
unless specified otherwise. The density may vary somewhat with colour. The
values specified are averages.
16.10 Solids
The percentage of solids per weight or per volume is specified under
‘volume of solids.’ It is calculated on the basis of the paint formulation and
gives the relationship between the wet film and dry film thickness:
Dry film thickness = wet film
thickness x volume percentage of solids
Wet film thickness = dry
film thickness____ x 100
volume % of solids
The volume percentage of solids can vary somewhat, and the values
specified are average values.
16.11 Heat resistance
Heat resistance is
specified in terms of the maximum temperature to which the coating can be
continuously exposed without suffering damage. Yellowing and/or discolouration
may occur.
Some rough general
guidelines are given below.
|
Type of binder
used in the coating |
Maximum temperature |
|
Bitumen/chlorinated
rubber/vinyl coatings |
|
|
Alkyd coatings |
|
|
Epoxy-tar coatings |
|
|
Polyurethane
coatings |
|
|
Epoxy coating |
|
|
Alkyd aluminium |
|
|
Epoxy aluminium |
|
Very
heat-resistant paints (450°-500° Celsius) often have special binders such as
silicones or silicates.
16.12 Application conditions
This generally refers to:
ambient temperature (i.e. surrounding temperature)
surface to be painted and selected paint
relative
humidity
If
the surface to be painted is wet or moist, it may also impact the paintwork. A
term which is often used, correctly or incorrectly, is the dew point. What
exactly is the dew point, and what does it have to do with paintwork or
protective coatings?
To understand this, we must first explain what is meant by the term
relative humidity (RH). All air contains water vapour (moisture), which is
invisible. Warm air can hold more water vapour than cold air. The maximum
concentration of water vapour (saturation value) in air at various temperatures
is specified in the table below.
|
Temperature °C |
Maximum concentration of water vapour in
g/m³ |
|
0 |
4.8 |
|
5 |
6.8 |
|
10 |
9.5 |
|
15 |
12.8 |
|
20 |
17.3 |
|
25 |
23.0 |
|
30 |
30.4 |
|
35 |
39.6 |
|
40 |
51.1 |
|
45 |
65.0 |
Usually,
the air around us contains less water vapour than its maximum saturation value,
in which case the relative humidity is less than 100%. Relative humidity is
defined as:
RH
= the quantity of water vapour (moisture) contained by air at a specific
temperature divided by the maximum quantity of water vapour which the air can
contain at the same temperature. To convert this value to a percentage, it is
multiplied by 100.
Example:
Ambient air temperature =
12
17.3 x 100 = 69%
If we introduce a cold object, for example a glass of water with ice
cubes, into air that contains water vapour, then the water vapour contained in
the air may condense onto the object, as the air coming in contact with the
object will cool down and therefore be able to hold less water vapour. We
usually notice this in the winter when moisture condenses upon cold windows.
The surface temperature at which water vapour will just start to condense on an
object is called the dew point. The larger the value is for the RH of the air,
the smaller the difference will be between the dew point and the ambient
temperature. The relationship between air temperature, RH and the dew point is
illustrated in the following table.
|
|
Relative Humidity |
||
|
Temp °C |
50% Gram
Dew point in °C |
60% Gram
Dew point in °C |
70% Gram
Dew point
in °C |
|
1 |
2.5 |
3.0 |
3.5 |
|
2 |
2.7 |
3.2 |
3.7 |
|
3 |
2.9 |
3.4 |
4.0 |
|
4 |
3.1 |
3.7 |
4.3 |
|
5 |
3.3 |
3.9 |
4.6 0.0 |
|
6 |
3.5 |
4.3 |
5.0 1.0 |
|
7 |
3.8 |
4.6 0.0 |
5.3 2.0 |
|
8 |
4.1 |
4.9 1.0 |
5.7 3.0 |
|
9 |
4.4 |
5.2 1.8 |
6.1 4.1 |
|
10 |
4.7 0.2 |
5.6 2.7 |
6.5 4.9 |
|
11 |
5.0 1.0 |
6.0 3.7 |
7.0 5.8 |
|
12 |
5.3 2.0 |
6.4 4.6 |
7.5 6.8 |
|
13 |
5.7 3.0 |
6.9 5.8 |
8.0 7.8 |
|
14 |
6.1 4.1 |
7.3 6.6 |
8.5 8.7 |
|
15 |
6.5 4.9 |
7.8 7.5 |
9.1 9.7 |
|
16 |
7.0 5.9 |
8.4 8.5 |
9.7 10.7 |
|
17 |
7.4 6.8 |
8.9 9.4 |
10.4 11.6 |
|
18 |
7.9 7.8 |
9.5 10.3 |
11.1
12.6 |
|
19 |
8.5 8.8 |
10.1 11.2 |
11.8 13.5 |
|
20 |
9.0 9.7 |
10.8 12.1 |
12.6 14.5 |
|
21 |
9.6 10.6 |
11.5 13.1 |
13.4 15.4 |
|
22 |
10.2 11.4 |
12.3 14.2 |
14.2 16.4 |
|
23 |
10.9 12.2 |
13.0 15.0 |
15.2 17.5 |
|
24 |
11.6 13.2 |
13.9 16.0 |
16.2 18.4 |
Explanation:
Gram = grams of water per m3 dry air at the specified air temperature in °C
Dew
point is the temperature to which the air in question
would have to be cooled to achieve a relative humidity of 100%.
|
|
Relative humidity |
||
|
Temp °C |
80% Gram
Dew point in °C |
90% Gram
Dew point in °C |
100% Gram
Dew point in °C |
|
1 |
4.0 |
4.5 0.0 |
5.0 1.0 |
|
2 |
4.3 |
4.8 0.5 |
5.3 2.0 |
|
3 |
4.6 0.0 |
5.2 1.5 |
5.7 3.0 |
|
4 |
4.9 1.0 |
5.5 2.5 |
6.2 4.0 |
|
5 |
5.3 1.9 |
5.9 3.5 |
6.6 5.0 |
|
6 |
5.7 2.8 |
6.4 4.4 |
7.1 6.0 |
|
7 |
6.1 3.8 |
6.8 5.5 |
7.6 7.0 |
|
8 |
6.5 4.8 |
7.3 6.4 |
8.1 8.0 |
|
9 |
7.0 5.8 |
7.8 7.4 |
8.7 9.0 |
|
10 |
7.5 6.7 |
8.4 8.4 |
9.3 10.0 |
|
11 |
8.0 7.6 |
9.0 9.4 |
10.0 11.0 |
|
12 |
8.6 8.6 |
9.6 10.4 |
10.7 12.0 |
|
13 |
9.1 9.5 |
10.3 11.4 |
11.4 13.0 |
|
14 |
10.0 10.6 |
11.0 12.3 |
12.2 14.0 |
|
15 |
10.4 11.4 |
11.7 13.3 |
13.0 15.0 |
|
16 |
11.1 12.5 |
12.5 14.4 |
14.0 16.0 |
|
17 |
11.9 13.5 |
13.4 15.4 |
14.9
17.0 |
|
18 |
12.7 14.5 |
14.3 16.3 |
15.8 18.0 |
|
19 |
13.5 15.6 |
15.2 17.3 |
16.9 19.0 |
|
20 |
14.2 16.6 |
16.2 18.3 |
18.0 20.0 |
|
21 |
15.3 17.5 |
17.3 19.3 |
19.2 21.0 |
|
22 |
16.3 18.5 |
18.4 20.2 |
20.4 22.0 |
|
23 |
17.4 19.5 |
19.6 21.2 |
21.7 23.0 |
|
24 |
18.5 20.4 |
21.0 22.2 |
23.1 24.0 |
Explanation:
Gram = grams of water per m3 dry air at the specified air temperature in °C
Dew
point is the temperature to which the air in question
would have to be cooled to achieve a relative humidity of 100%.
The tables above can be used to read off the dew point value for the
most common combinations of temperature and relative humidity. Only the
moisture-curing polyurethane paints, such as the Poluran MC products, may be
applied on a moist surface. Other solvent-containing paints must be applied to
a dry surface, the temperature of which must be at least 3°C above the dew
point to allow for the fact that evaporation of the solvent causes the surface
to cool down. One should also take into account that moisture may penetrate
into the wet paint film after painting has been completed. It is therefore
risky to engage in painting activities late in the afternoon if the skies are
clear and the relative humidity is high. To be on the safe side, the surface
temperature of the object being painted should be at least 3°C above the dew
point. At a relative humidity of 85%, the lowest acceptable object surface
temperature is equal to the ambient (surrounding air) temperature.
For the above reasons, outdoor painting work may be carried out only if
the relative humidity does not exceed 85%. At a relative humidity of 90%, the
difference between the temperature of the steel object and the dew point is
only 2°C, which means that the margin of safety between the dew point and the
ambient air temperature is very small. It can be increased by raising the
temperature of the steel by 1°C. At a relative humidity of 70%, the
relationship between an acceptable surface temperature and the ambient air
temperature is presented in the table below:
|
|
Relative Humidity 70% |
|||
|
Air temperature °C |
5.0 |
10.0 |
20.0 |
30.0 |
|
Dew point °C |
0.0 |
4.7 |
14.4 |
23.9 |
|
Lowest acceptable
surface temperature °C |
3.0 |
7.7 |
17.4 |
26.9 |
In spite of the fact that the temperature of the steel surface in the
above table is clearly lower than the ambient air temperature, no condensation
will occur under these conditions.
If the lowest acceptable temperature is 5°C and the ambient air
temperature is the same, then the air could be warmed up, in which case the
relative humidity would decrease as illustrated below:
|
|
|
||||
|
Temperature °C |
5.0 |
10.0 |
20.0 |
30.0 |
40.0 |
|
Relative humidity % |
85 |
60 |
32 |
18 |
11 |
16.12.2 Attention
In enclosed
spaces, sufficient ventilation must be applied to remove solvent vapours.
Ventilation to provide fresh air during application of the paint and during the
drying process is then required from the viewpoint of health and safety and
also to ensure adequate evaporation of the solvent from the paint film.
16.13 Application at construction site or
workshop?
In order to realize maximum lifespan and optimum performance for the
paint system concerned, we recommend that most layers of the paint system and,
if possible, the entire paint system be applied in the workshop. For aesthetic
reasons, a decision may be taken to apply the finish layer at the construction
site after assembly.
The advantages and disadvantages of applying the entire paint system in
the workshop are as follows;
|
Advantages |
Disadvantages |
|
The application process can be better
managed/controlled |
Limited possibilities if the object is
very large |
|
Controlled temperature |
Risk of damage during transport and
assembly |
|
Controlled relative humidity |
Risk of exceeding maximum overcoat time |
|
Cheaper |
|
|
Easier to make adjustments/repairs |
|
|
Better
monitoring of surface contamination |
|
The
decision whether to apply the finish coating at the construction site therefore
depends largely on the type of object/construction concerned and whether there
is much risk of significant mechanical damage during assembly. Another
important aspect is whether the object will be exposed to the elements for a
long period of time before protection becomes available in the form of a roof.
If that is the case, then we recommend applying the finish layer at the
construction site.
16.14 Film thickness
The dry film thickness of a single paint layer applied to a surface.
Method: ISO2808:1991(E)
Classification: not applicable
Nominal film thickness
Description:
The recommended dry film thickness per layer, or for the entire paint
system, which is required to achieve the desired durability.
The effective average dry film thickness per layer, calculated on the
basis of 10 measurements per component, may not be less than 80% of the nominal
film thickness. A maximum of 10% of the measurements may have a value between
80% and 100% of the nominal film thickness if the overall average value is
equal to or larger than the nominal film thickness.
Extremely high film thicknesses should be avoided. Information on
maximum film thickness per product is provided in the product data sheets. We
recommend calibrating the film thickness measuring equipment on the same
surface as the one that will later be coated.
16.15 Gloss
Gloss is the visual impression created by the light-reflecting
properties of a surface and depends upon the incidence of light and observation.
Method: ISO2813-1978(E), measurement angle: 60°
Classification:
|
Classification: |
Gloss % |
|
Mat |
0-10% |
|
Eggshell |
10-20% |
|
Silky gloss |
20-45% |
|
Semigloss |
45-75% |
|
Full gloss |
75-100% |
16.16 Blasting profile
This is the profile of peaks and valleys produced by
blast cleaning the surface.
Method: ISO2632, Rugotest, Ra-value
Classification:
The Rz value is also often used. This is defined as the difference
between the highest peak and the deepest valley of the blasting profile as
determined over 5 measurement areas.
We recommend blast cleaning the surface in such a manner as to ensure
that the value of Rz does not exceed 70 µm.
If the priming coats will be exposed to a contaminated atmosphere for a
longer period of time, we recommend that Rz not exceed 50 µm.
The roughness of the surface profile influences the variation in the
film thickness of the paint system, and this should be taken into account when
applying the paint. In case of a high average film thickness, a normal
roughness profile (Rz = 50 µm) will not affect the durability. However, for
priming coats, the variation in film thickness caused by a high Rz value can
lead to early rust formation, in particular on ‘peaks’ which are not well
coated.
16.17 Adhesion (determination)
The
checkerboard incision test: adhesion is determined with the help of a ruler and
a
The
extent to which the paint squares in between the lines are pulled off the
surface is a measure of the adhesion.
Baril
Coatings recommends the use of Sellotape type 1112 or 1401 or Scotch tape 828.
Method:
ISO2409:1992(E)
|
Classification |
Class |
Loss of adhesion |
Illustration |
|
-very good |
Gt0 |
0% |
- |
|
-good |
Gt1 |
< 5% |
|
|
-mediocre |
Gt2 |
5 - 15% |
|
|
-poor |
Gt3 |
15 - 35% |
|
|
-very poor |
Gt4 |
35 - 65% |
|
|
-total loss of adhesion |
Gt5 |
65 - 100% |
- |
Depending upon the film thickness, the distance between the lines is as
follows;
0-60 micron dry film thickness 1
mm interval
60-120 micron dry film thickness
120-250 micron dry film thickness
>250 micron St Andrew's cross cut test or Elcometer test (ISO-4624)
If the paint coating may be subjected to mechanical forces, the adhesion
of the paint system should be class GT0/GT1 or better. If no mechanical loading
factors are present, it should be GT2 or better
16.18 Anti-Graffiti
Graffiti
goes back a long way and has been a contemporary art form throughout history. In
the present day, graffiti is also used to permanently or temporarily ‘decorate’
less attractive surroundings.
However,
every form of undesired graffiti is perceived by owners and residents as a form
of vandalism. It is a form of damage which can usually be repaired but which
nevertheless entails significant costs. As it is practically impossible to
prevent its occurrence, objects must, where necessary, be protected against
irreparable damage from undesired graffiti. No single product or system has yet
been developed which works for every type of surface and/or type of graffiti.
As a result, various products and systems have been developed. In choosing a
system, a great many factors should be taken into account, including:
which
protective systems are possible/applicable
what
will the consequences be in terms of the requirements demanded of the surface
what
surface preparation is required
what
will visibility, durability and maintenance be
what
will the environmental impact be (including the cleaning process for the
system) and last but not least the total price
Anti-Graffiti
Systems are basically nothing more or less than ‘barrier coatings’ which
protect the surface from sustainable penetration and/or adhesion by the
graffiti and therefore facilitate cleaning without damaging the surface itself.
The
many different anti-graffiti systems can be classified on the basis of the
behaviour of the system relative to the cleaning agents and/or methods.
Permanent
systems:
These
systems are not damaged or dissolved by the cleaning agents used when the
graffiti is removed.
Self-sacrificing
systems:
These
systems are themselves completely removed when the graffiti is removed.
Immediately after the graffiti is removed, the system must be applied anew.
Semi-permanent
systems:
These
systems are often a combination of a permanent priming coat and a
self-sacrificing top coating. But this group also includes single-layer systems
on the basis of a single product which becomes partly dissolved upon removal of
the graffiti, and which therefore must also be reapplied after the cleaning
process.
In
cases where large works of graffiti must be removed, one can first use a
high-pressure steam cleaner in combination with an industrial cleaning agent
such as Enviclean 4951.
For
graffiti which is more difficult to remove, white spirit can be used with or
without the addition of water. Stubborn areas can be treated with undiluted
white spirit by hand or with the help of a rotary cleaning lance. This will
cause the finish layer to lose some of its gloss, but this effect will be only
temporary.
Finally,
one should realize that an anti-graffiti system always consists of a ‘barrier
coating’ together with the relevant cleaning agents. Protective systems and/or
combinations of cleaning agents other than the ones recommended may cause
damage to the surface system and may therefore not be applied.
16.19 Low-solvent
paint
The
term low VOS (volatile organic solvents) is often used to indicate that the
paint has been formulated with as little solvent as possible.
Low VOS paints should therefore contain a substantially lower concentration of
solvent than their traditional competitors in the same area of application.
A low VOS paint is not by definition a high-solids paint.
16.20 Solvent concentration
The
concentration of solvents in the paint product is expressed in gram/litre.
16.21 High-solids
A
paint product is described as a high-solids paint if the concentration of
solvent does not exceed 250 gram per litre. In actual practice, for the coatings
commonly used, this is equivalent to a volume percentage of solids equal to at
least 70%.
A
high-solids paint is therefore also a low VOS product.
A medium-solids
paint has a solvent concentration of between 250 and 450 gram/litre.
If
the solvent concentration exceeds 450 gram per litre, then the paint is
described as solvent-rich.
16.22 ISO 12944 part 1 to 8 (incl.)
Protection of steel constructions against corrosion with the help of
paint systems
ISO 12944: deals with the protection of steel
constructions with the help of paint systems and includes all factors which are
important for realizing adequate protection against corrosion
ISO 12944-1: in addition to a general statement
regarding health, safety and environmental protection, this section describes
several basic concepts and definitions used in relation to the protection of
steel.
ISO 12944-2: this section describes the
environmental factors and conditions which encourage corrosion, including a
detailed description of the atmospheric categories.
It describes the corrosion factors to be expected in situations where
steel constructions are surrounded by water or are located underground.
These corrosion factors are important to take into account when
selecting a suitable corrosion protection system.
This section is important for the principal /architect.
ISO 12944-3: this section provides information
on design criteria for steel constructions with the aim of improving their
resistance to corrosion.
This section is important for the architect/design engineer.
ISO 12944-4: this section describes the various
types of surfaces/substrates to be protected. It also describes the various
types of preliminary treatment methods..
This section is particularly important for the painting contractor.
ISO 12944-5: this section describes the various
types of protective systems, arranged according to atmospheric load, which have
proved suitable for controlling corrosion on constructions.
The examples of paint systems given here are representative of the
current global knowledge available in this area.
This section is of particular importance to the supplier of paint
products, the principal, and consulting firms.
ISO 12944-6: this section describes accelerated
test methods which can be used to determine the durability of paint systems.
These test methods can be of assistance in particular for paint systems
regarding which insufficient practical experience is available and for
encouraging their application. With the help of these test methods, new
products can be introduced and applied more quickly.
The indoors B.A.S. low VOS paint systems in particular are the subject
of these accelerated tests.
This section is important for all parties involved in providing
recommendations for protection.
ISO
12944-7: this section describes the working
procedure for applying the coating in the workshop or at the construction site.
It deals with the methods for applying and storing coatings, inspection,
maintenance advice, and the use of reference sections.
This section is of particular importance for the painting contractor,
general contractor and the inspection/certification body.
ISO 12944-8: this section describes the
management of projects dealing with the protection of steel constructions
against corrosion. Various types of specifications are distinguished such as:
project specifications, paint system specifications, paint application
specifications, inspection specifications, and test specifications.
Project management activities are simplified and standardized with the
help of model forms for planning, reference sections and inspection activities.
This section is important for all parties involved.
16.23 Shelf life
Shelf life is the minimum period of time for which the product can be
stored without being opened at temperatures between 15°C and 30°C.
Generally speaking, the product can actually be stored for a
considerably longer period of time than the minimum time specified.
16.24 Coverage and cost per m²
Guidelines for calculating the amount of paint used and the cost of
paint per m²
It
is all too easy to categorize paint as simply being expensive or inexpensive on
the basis of the price per litre or, even more questionably, the price per kg. What
really counts is the price per square metre of painted surface.
16.25 Theory and practice
The determining factor for the coverage realized with a paint, in other
words the surface that can be painted with one litre, is the wet film thickness
to be applied. After the solvent has evaporated, the thinner and dry paint film
remains behind.
The difference between the wet and dry film thickness is determined by
the volume percentage of solids in the paint. In practice, the question asked
is often: how many m² can be painted per litre assuming a particular dry film
thickness in micrometres? The table below specifies the coverage as a function
of the volume percentage of solids and the dry film thickness. The formula used
here is:
volume percentage of solids
dry film thickness in µ x 10 = theoretical
coverage in m²/l
|
|
Volume percentage of solids |
||||||
|
Dry film
thickness in µ |
20 |
25 |
30 |
35 |
40 |
45 |
50 |
|
25 |
8.0 |
10.0 |
12.0 |
14.0 |
16.0 |
18.0 |
20.0 |
|
30 |
6.7 |
8.3 |
10.0 |
11.7 |
13.3 |
15.0 |
16.7 |
|
50 |
4.0 |
5.0 |
6.0 |
7.0 |
8.0 |
9.0 |
10.0 |
|
60 |
3.3 |
4.2 |
5.0 |
5.8 |
6.7 |
7.5 |
8.3 |
|
80 |
2.5 |
3.1 |
3.8 |
4.4 |
5.0 |
5.6 |
6.2 |
|
100 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
4.5 |
5.0 |
|
125 |
1.6 |
2.0 |
2.4 |
2.8 |
3.2 |
3.6 |
4.0 |
|
150 |
1.3 |
1.7 |
2.0 |
2.3 |
2.7 |
3.0 |
3.3 |
To calculate the practical coverage actually realized, the theoretical
coverage has to be corrected for paint lost during the painting process. This
can vary quite a lot depending upon various factors such as the application
method, type of object, surface, professional skill etc.
As
a rule of thumb, one may assume that between 5% and 10% is lost in the case of roller/brush
application. The paint loss in the case of spray painting can vary between 20%
and 80%.
Quantity of paint required and cost of materials per m²
The quantity of paint required for a paint job can now be calculated
with the help of the following formula:
L = S
VS x
1 L
dft/10 1 x 100
Where:
- L = quantity of paint in litres
- S = surface in square metres
- dft = dry film thickness in micrometres
- VS = volume percentage of solids in the paint
- L = estimated loss percentage
In addition, the cost of the paint per square metre can now be
calculated by dividing the cost of the paint per litre by the coverage. This
can be illustrated by an example from the table above in which the film
thickness is 50 microns and the volume percentage of solids is 40%. If the
price of the paint is € 11.35 per litre and the loss percentage is 10%, then
the cost of materials per m² becomes:
A) 25:8 + 10% = € 0.70.
Compare this with a paint that costs only € 9.53 but has a volume
percentage of solids equal to 20%:
B) 21:4 + 10% = € 2.62.
Although paint B costs € 1.81 less per litre, the user will end up paying much more per square metre of surface actually painted.



