Our supplier Münzing Chemie and Applied Chemicals feel the responsibility of contributing towards environmental protection and sustainable development. With the bio‐based additives of Münzing Chemie a variety of additives is available to meet these criteria.download >
Sustainable development is development that serves the needs of the present generation without compromising the ability of future generations. The paint and coatings industry is increasingly aware of the need to produce in a sustainable manner. The marketed products must not only be economically but also socially and ecologically sustainable. Sustainability is originally a forestry principle according to which no more wood must be cut down as can
regrow respectively. Raw materials for paints based on regenerative raw materials help to achieve this overall goal of sustainability.
Both Münzing Chemie, as a producer, and Applied Chemicals as a supplier have already been certified according to Responsible Care. This program is a global initiative of the chemical industry to continuously improve the environmental, health, safety and security knowledge and performance of our technologies, processes and products over their life cycles so as to avoid harm to people and the environment. In addition, both companies meet a number of other certifications such as ISO 9000, 14001, 50001.
The biobased additives of Münzing Chemie also meet a variety of biolabels.
The available additives cover a wide spectrum of services. In the table below the main product groups are listed:
_AGITAN / DEE FO / FOAM BAN
wetting / dispersing agent
wetting / dispersing agent
_AGITAN P powder defoamer
powder shrinkage reducing additive
powder wetting agent
Depending on product, the additives consist of a significant different high organic content.
Some examples with their respective share of the raw materials that are not based on fossil origin are listed below.
_AGITAN 109 (ca. 70%)
_AGITAN 271 (ca. 50%)
_AGITAN 301 (ca. 85%)
_AGITAN 361 (ca. 95%)
_AGITAN 373 (ca. 95%)
_EDAPLAN 397 (ca. 30%)
_LEUKONÖL LBA2 (ca. 85%)
_METOLAT 250 (ca. 85%)
_METOLAT 367 (ca. 33%)
_METOLAT 368 (ca. 99%)
_METOLAT 388 (ca. 50%)
_METOLAT 390 (ca. 70%)
_METOLAT P 588 (ca. 65%)
_METOLAT TH 75 (ca. 87%)
_OMBRELUB 533 (ca. 97%)
_OMBRELUB 730 (ca. 85%)
With the additives of Münzing Chemie, Applied Chemicals can cover a variety of applications with biobased additives.
Our representatives will gladly advise you to find the most suitable product for your application.
The requirements for mineral based mortars have been steadily increasing in the last decades. Without additives it is hardly possible to cope with these technical challenges. The content of additives in dry mixes normally ranges between 0.1 and 10%. Nevertheless these additives do have a crucial influence on the properties of the mortar.download >
SHRINKAGE REDUCING AGENTS
Excessive shrinkage of cement and the resulting crack formation is one of the most severe problems in the field of cement based construction materials. The cracks do have negative influence on several properties of the applied material, such as visual appearance, usability and durability.
Theory of Shrinkage
Shrinkage is defined as the load independent volume reduction during the drying process of hardened cement paste. This effect is caused by a reduction of the moisture content of the hardened cement paste. There are four different types of shrinkage, depending on the time and reason of appearance.
The early shrinkage (plastic shrinkage, capillary shrinkage) takes place in the plastic phase from the beginning of the hydration until the start of the solidification process. It results from capillary forces arising from the withdrawal of water from the fresh mortar. The reason for this is e.g. evaporation of water from the mortar or water absorption of the aggregates. Depending on the formulation the early shrinkage varies in value but the resulting cracks are quite large.
The early shrinkage is the only type of shrinkage that can be reduced by timely curing or decelerated hydration. A reduction can be achieved by covering the fresh mortar with plastic foil, spray with water, curing additivesor paraffin based dispersions. The chemical or autogenous shrinkage takes place in the first days of the hardening process. It is based on the fact that the volume of the cement gel (hydrate phase) is smaller than the combined volume of mixing water and cement. In the case of complete hydration the volume of the hardened cement paste (water/cement ratio = 0.4) is about 92% of the volume of the hydrate phase. In the hydration process the amount of
free flowing water is reduced and the cement is using water from the capillary pores. This leads to self‐desiccation of the pores with the chemical fixation of water in the cement gel. For this reasons the process of autogenous shrinkage depends on the w/c value. Especially
low w/c values promote autogenous shrinkage. Drying shrinkage is to be understood as the loss of free, chemically uncombined water from the hardened cement paste. The hardened cement paste yields water until it is balanced to the ambient moisture.
Table 1. Guide formulation for a cement based self-leveling compound.
Figure 1: Length determination of the specimen with an electronic dial gauge
This process is reversible and diffusion controlled and for this reason very slow. It depends on the ambient moisture, the composition and the dimension of the surface. Like the autogenous shrinkage the mechanism of drying shrinkage is based on the fact that water is dispensed from the capillary pores. In the case of autogenous shrinkage this process is caused by a physicochemical process (hydration) and not by a simple evaporation to the ambience. Another slow shrinkage process is the so‐called carbonation shrinkage. This irreversible process is caused by a chemical reaction between the ambient atmosphere (carbon dioxide) and the calcium hydroxide of the hardened cement paste. In this reaction calcium carbonate and water is formed. The water is dispensed from the hardened cement paste to balance to the ambient moisture. The carbonation shrinkage is a very slow process that lasts from months to decades and the resulting shrinkage effect is quite small.
Composition and Mechanism of Action
To understand the mechanism of action of shrinkage reducing agents it makes sense to take a closer look on the mechanism of cement hydration and hardening. The literature discusses several models for this process. In the context of this article it is useful to focus on one model that is feasible to explain the process of shrinkage reduction. The classical assumption is that cement and water form a network of colloidal hydration products that is
called cement paste or gel. This paste mainly consists of calcium silicate hydrates, where water is bound in different modes. On one hand as chemically bound water of crystallization in the calcium silicate hydrates, and on the other hand adsorbed to the gel particles or
Shrinkage reduction in a self-levelingcompoundby using a shrinkage reducing agent (SRA)
finally as free flowing capillary water. In the course of the hydration process the distance between the gel particles is getting smaller and the layers of adsorbed water are no longer developed properly and water condenses in these areas. This so called capillary pore water creates pressure onto the gel particles. This pressure deforms the gel particle and the pore structure is enlarged. In the end this process is the reason that leads to shrinkage of the cement paste in the ongoing desiccation. There are several options to reduce shrinkage in the hardened cement paste. This can for example be achieved by a volume expansion in the early phase of the hydration by adding sulphate (gypsum)[3, 4] or formation of hydrogen cavities (addition of aluminum powder). As mentioned earlier the evaporation of water from the fresh mortar can be reduced by covering with plastic foil, sprinkling with water or paraffin based dispersions. Especially in the field of dry mix mortars with high quality demands powder shrinkage reducing agents are used often, e.g. in systems with large surfaces such as self‐leveling compounds, anchoring mortars and also repair mortars. Shrinkage reducing agents contain surface active components to reduce the surface tension of water in capillary pores. Experience has shown that a lot of nonionic surfactants with distinct hydrophobic character the conventional used substances have a big drawback. They are not VOC‐free. Because of a constantly growing demand of the markets, low emission systems will become more important (e.g. EMICODE). For this reason modern shrinkage reducing agents are formulated VOC‐free to meet these requirements. For easy handling the active ingredients are applied onto specific carriers with high adsorption and fast desorption capacity.
Different mechanisms of action are discussed for shrinkage reducing agents. On one hand hardly soluble calcium hydroxide, which is generated by hydration of the cement, is complexed by the active ingredients of the shrinkage reducing agent and kept in solution. Therefore the hydration process is decelerated. On the other hand because of their surface active properties the ingredients are reducing the water loss from the capillary pores which leads to a decreased capillary tensile stress. These processes lead to larger distances between the cement paste particles and as a result the autogenous and drying shrinkage is reduced.
Experimental and Results
To show the mode of action of shrinkage reducing agents a guide formulation for a self‐leveling compound is used (see Table 1). The mixing is done by using a Hobart mixer with a short mixing time of 1‐2 minutes to simulate the processing at the construction site. The shrinkage is measured using DIN 52450. To do so three standardized specimens are produced in a special casting mould.
Figure 3: Monitoring of early shrinkage using
laser distance measurement
After 48 hours the specimens are removed from the mould und the length is measured (see Figure 1). The specimens are stored for three months under standardized conditions (23°C an 50% rel. air humidity) and their length is determined in periodical intervals. The value of shrinkage is given in millimeters per meter (mm/m) in relation to the reference value. Early shrinkage cannot be observed with this method because the reference value is measured after drying of the specimen. As shown in Figure 2 shrinkage is reduced by over 20% after 2 months. The early shrinkage can be detected by using laser distance measurement. The self‐leveling compound is applied to a mould build from plastic foil and window sealing tape. The base is a leveled glass plate. Two polystyrene based reflectors are positioned on the self‐leveling compound and adjusted perpendicular to the laser beam. The change in length during the hardening process is recorded. At the end of the test the final length is measured using a precision sliding caliper and calculated back to the starting distance (see Figure 3).
The length reduction is calculated in mm/m. The result of the experiment is shown in Figure 4. Straight after the application the self‐leveling compound expands excessively. This effect changes into a massive shrinkage after 4‐5 hours. By using a shrinkage reducing agent both effects are reduced significantly.
Powder defoamers are used in a lot of dry mix mortar formulations. These are for example systems based on cement, gypsum, limestone and redispersible polymer powders (leveling compounds, screeds, tile adhesives, joint fillers, powder paints, plasters, repair mortars).
Function and Composition
Powder defoamers are used to reduce and control the air content in wet mortars (see Figure 5). In general this leads to an increased stability of the mortar. Not in every case low air content is preferred. Tile adhesives are formulated with higher air content to achieve a better workability and accurate adjustment of tiles. Also in lightweight screeds higher air content is important to save weight. Powder defoamers consist of a liquid phase which is applied on solid carriers with high adsorption
Figure 4: Reduction of early shrinkage in a self-leveling compound
Figure 5: Reduction of air content with a powder defoamer
and fast desorption capabilities. Powder defoamers should provide free‐flowing properties and a low tendency to form lumps during storage. The liquid phase of the defoamer consists of compounds with influence on the surface tension of the wet mortar, e.g. hydrocarbons, polyglycols or polyethersiloxanes. The wetting properties of the liquid components are crucial to achieve a homogeneous and bubble‐free surface of the mortar. More hydrophobic formulations provide more defoaming effectivity, but tend to generate surface defects like stains and pinholes (Figure 6). Sometimes interactions between defoamers and plasticizers could be observed which also lead to an inhomogeneous visual appearance. Therefore it requires a skilled selection of the defoamer composition for a given dry mix mortar. Often intensive empiric defoamer screenings are needed to achieve the best compromise between defoaming power and visual appearance of the applied material.
Table 2: Defoaming properties in a self-leveling compound
Experimental and Results
Figure 6: Optical impairment due to wrong defoamer selection
To illustrate the effect of powder defoamers a guide formulation for a self‐leveling compound, containing 0.3% defoamer is blended in a Scandex mixer. The compound is then mixed with water by using a kneading machine for 30 seconds. As mentioned earlier short mixing times and low shear rates simulate the processing at the construction site. To check the influence of the defoamer on the properties of the self‐leveling compound different parameters are measured. The flow rate is obtained with a Hagermann table and the wet density by using a pycnometer. The dry density is measured by producing a specimen that is coated with a protective lacquer after drying. The density of the specimen is obtained by weighing in water and air. The optical appear-ance is judged with the help of a petridish casting. The results are shown in Table 2. In this case defoamer 3 shows the best results.
Powder dispersants can be used to accelerate and improve wetting of hydrophobic components in mineral mortars during mixing with water. These hydrophobic components can be for example fibers, pigments or silica sand. For this reason powder dispersants are mainly used in colored joint fillers, fiber‐reinforced mortars and machine mixed mortars.
Table 2. Physical properties of the analyzed joint filler.
Powder dispersants increase colour strength in pigmented systems, reduce floating of pigments to the surface and attain a homogeneous surface (see Figure 7). The wetting of reinforcement‐fibers is improved and floating to the surface can be suppressed. This leads to a higher stability of the mortar. In machine mixed mortars the mixing time is reduced and therefore higher delivery rates can be achieved. In some cases combining powder defoamers and dispersants generate synergetic effects that result in more smooth and homogeneous surfaces (see also Figure 7). The surfactant molecules are wetting the surface of fibers, pigments and aggregates. One can distinguish two different mechanisms of action: electrostatic and steric stabilization. In the case of electrostatic stabilization the surface of the particle is covered with ionic additives. If all particles are charged identical, electrostatic repulsion takes place.
If the repulsive forces are stronger than the opposite attractive forces, reagglomeration of the particles is prevented. In the case of steric stabilization high‐molecular polymers stick to the particle surface. The polymer branches are covering the particle surface to inhibit the approach of other particles and reagglomeration is prevented. It is possible to combine both stabilizsation types in one surfactant molecule.
Experimental and Results
The mode of action of powder dispersants is demonstrated by using a black joint filler. The colour is generated by incorporation of black iron oxide pigments. The black joint filler is blended with 0.5% of powder dispersant.
To avoid negative impacts of the dispersant regarding workability and consistency, the same parameters are measured as mentioned in the previous paragraphs. To evaluate the dispersing properties of the joint filler, colour strength and L‐values are measured using a Datacolor colorimeter. The colour strength describes the capability of the pigments to tint the filler.
In this example the dispersant increases the colour strength by 45% (see Table 3). The L value is a measure of the brightness of the surface and the L axis describes the achromatic colours in the L*a*b* colour space. The scale ranges from 0 (black) to 100 (white). A decrease of the L value in this specific example means that the joint filler appears more black.
Figure 1. Creating a homogeneous surface and improve pigment distribution by using a powder dispersant.
Our supplier MÜNZING offers a versatile range of powdered products for a wide range of applications. A number of methods are available to assist our customers as best as possible in the complex selection of the suitable product as well as in the development of suitable formulations. We offer our customers the use of laboratories of MÜNZING to ensure the optimal use of our products. Find a short overview of the possibilities below.download >
MAINLY THE FOLLOWING PRODUCTS ARE AVAILABLE
Powder defoamers • Wetting agents •
THESE PRODUCTS ARE USED FOR A LARGE RANGE OF APPLICATIONS, FOR
Self levelling floor screeds
The most important methods are briefly outlined:
TESTS WITH DEFOAMERS:
For the application of additives to powder-type
building materials in a test setup, only minimal
sample quantities should be used to simulate conditions
on the building site. Usually relatively short
mixing times reflect the behavior in real application
At least 1 kg powder (dry) is needed to achieve an
adequate filling level for an optimal mixing. The
mixing water is given to the mixing container and
the powder is sprinkled slowly (more than 30
seconds) into the water. Depending on system or
on customer requirements the material is mixed for
1 to 3 minutes. Then wet density and flow spread
are determined. According to demand various castings
are produced from the remaining substance.
Color Mixer „Red-Devil“:
This mixer is used to homogenize powder mixtures:
all powder components are weighed into a PE bottle
and homogenized with the Red-Devil Mixer for 5
minutes. Then water is added and both components
are premixed with a metal spatula for a short
time and subsequently homogenized for 30
seconds in the Red-Devil Mixer. Directly thereafter
the wet density and the flow spread are determined.
According to demand various castings are produced
from the remaining substance.
In the case of thin liquids fast running stirrers
should be used, but for very thick materials, such as
stable adhesives, dough kneaders are best.
Determination of Wet Density:
For this determination a 100ml steel pycnometer
without a lid is used. The pycnometer is completely
filled and the excessive material is removed with a
glass plate. After that it is weightened and its specific
Determination of the Air Content:
The air content is determined with a standard air
content measuring instrument. The measuring
principle: The compressibility of the sample in the
instrument is displayed directly on a calibrated
scale as the air content of fresh mortar.
Not only the air void content but also the pore
structure and the influence of additives on floating
or separations are important.
Determination of the Dry Density:
After hardening is complete the test specimen are
formed and further dried at 60° to 80° C to constant
weight. Porous materials or materials with
high water absorption properties are coated with a
high-viscous acrylic dispersion or with a solventbased
clear lacquer and dried once more for 24
hours. Following this the specific gravity is calculated
by gaugeing the buoyant force in a liquid.
In individual cases the powdered additives do not
only influence the pore- and air contents but also
flow properties, so we have to determine flow-and
stability properties with different methods as, for
example, the determination of flow spread with
Depending on substances to be measured (mortar,
levelling compound, plaster, etc.) instead of the
standard sample funnel another container is used.
Funnel, beaker or ring are placed and firmly held in
the middle of the flow table. After filling the pro
ducts to be tested the ring has to be hold in position
for another 30 seconds, he is lifted up slowly
and then the lifting mechanism of the flow table is
started. During a standard test 15 strokes are performed.
Immediately after the final stroke the flow
spread is determined with three measurements in
The most important criterion is the measurement
of the shrinkage behavior. The necessary test specimens
are prepared with precision steel moulds. For
inserting the measuring device notches are drilled
on both ends of the form.
Over the trial period the change in length is measured:
The test specimens are formed after 24 hours,
but latest when an adequate strength is attained.
After removal from the mould the length of the
test specimens is measured and the value obtained
is used as initial length. Then length is measured
again after 3, 7, 14, 28 days, 3 and 6 months. Swelling
or shrinkage is specified in mm/m relating to
the measured initial length.
Additional length is determined
in its original/wet state:
The testing period amounts 24 to 28 hours. The test
sample is filled into a form made of window glazing
tapes and thin plastic foil used for the bottom.
A glass plate levelled with a spirit level is used as
the weight-bearing ground. Two reflectors are positioned
on the liquid mass pointing on the laser
distance measuring systems.
At the end of the measuring period the final
length is determined with a precision slideway and
calculated back to the initial length. Swelling or
shrinkage is specified in mm/m relating to the measured
initial length as same as in the case of longterm
As the additives can also influence the setting
behaviour it is necessary to test it. For this purpose
every 5 minutes a needle (Ø = 2 mm) is pressed into
the test specimen.
After removing the needle the sample is shaken
five times on a table. If the puncture mark closes,
the material is yet ready to use. If the puncture
mark is still being seen but only little force was
needed to insert the needle, the material starts to
solidify. A noticeable resistance marks the beginning