Patent Application
20120315489
The present invention relates to cellulose ether compounds which are useful in increasing the pot life, water retention capability, and open time of mortars while providing high tensile strength values used in the fabrication of external insulation finishing systems (EIFS), particularly mortars for use in hot environments.
Hard coat stucco has been in use since ancient time, while synthetic stuccos and exterior insulation and finishing systems (“EIFS”) have been used on construction in many countries for more than fifty years. These are also referred to as external thermal insulation composite systems. Among the advantages of EIFS is the improved insulation these systems provide over traditional stuccos. Given rising energy prices, EIFS is increasingly attractive. They reduce the costs of heating and air conditioning and help reduce carbon dioxide emissions. Around 50 percent of the energy used for heating buildings is lost through their walls and insulation can cut these losses by as much as 80 percent.
A typical EIFS includes a number of components, such as mortars, insulating slabs and reinforcing mesh. The most common used insulation boards are based on polystyrene. Other materials, such as glass or mineral fibers, are occasionally used. An adhesives mortar is used to bond the insulation slabs to the building. The slabs are then finished with a base coat mortar with embedded reinforcing mesh to protect the system against mechanical damage and weathering. A “finish coat” is sprayed, troweled, or rolled onto the base coat. The finish coat typically provides the color and texture for the structure.
In many regions of the world and at various times of the year, conditions are such that EIFS are often applied in a hot environment and on hot substrates. The application of the mortars used in the base coat for the EIFS is challenging, especially in summer months under hot weather conditions, because of the rapid evaporation or removal of water from the mortar, which results in inferior or poor workability as well as insufficient hydration of the mortar. The physical characteristics of a hardened traditional mortar are strongly influenced by its hydration process, and thus, by the rate of water removal there from during the setting operation.
Workability, pot life, open time, as well as abrasion and crack resistance are key parameters that suffer under these conditions. Although methylhydroxypropyl cellulose (MHPC) and methylhydroxyethyl cellulose (MHEC) based products are considered as current state of the art technology, the high temperature performance of mortars containing either MHPC or MHEC is lacking. Even at higher dosage workability, crack resistance, pot life, and open time of the EIFS mortars containing either MHPC or MHEC are still not acceptable.
The need exists for an EIFS mortar which has the necessary pot life and open time under hot weather conditions to permit the application of an EIFS mortar in the formation of an EIFS while retaining enough water during mixing and upon application to result in a finished EIFS with the necessary functionality and aesthetics.
The present invention relates to an EIFS mortar having improved pot life and open time under hot weather conditions. The EIFS mortar of the present invention contains cement, filler/aggregate and a blend of methylhydroxyethylcellulose and hydroxyethylcellulose. The EIFS mortar also contains sufficient water to provide appropriate consistency to the mortar. The blend of methylhydroxyethylcellulose and hydroxyethylcellulose in the EIFS mortar is an amount of about 0.10% to about 1% by weight, based on the weight of the EIFS mortar on a dry basis and wherein ratio of methylhydroxyethylcellulose to hydroxyethylcellulose in the blend is in the range of about 10:90 to about 90:10 by weight.
Further embodiments of the present invention can be understood with the appended drawings.
The present invention relates to a cellulose ether product for use in EIFS applications under hot climate conditions. The cellulose ether product of the present invention improves various important application process-related parameters like water retention, pot life, and open time at high temperatures.
The insulating slab can be polyurethane, expanded polystyrene, extruded polystyrene, extruded polyethylene; polyisocyanurate or mineral wool such as glass, wool, or rock mineral wool.
The EIFS mortar includes various components including a cement, a filler/aggregate, a rheology control agent including a blend of methylhydroxyethylcellulose and hydroxyethylcellulose, and sufficient water to provide appropriate consistency to the EIFS mortar. The rheology control agent may be present in an amount of about 0.1% to about 1% by weight, based on the weight of the EIFS mortar on a dry basis. The term “cement” is intended to include, but is not limited to: hydraulic cements, such as Portland Cement, Composite Cements, which are blended cements containing Portland Cement and other components like e.g. fly ash, blast furnace slag, limestone, pozzolans, silica fume, and the like, and mixtures thereof, or alumina cement, and the like, and mixtures thereof.
Any type of filler/aggregate that is commonly used in the building industry may be used effectively in the context of this invention. Examples of suitable filler/aggregates such as silica sands, calcium carbonate, dolomite, as well as lightweight aggregates such as perlites, polystyrene beads, hollow/expanded glass or ceramic spheres cork, rubber, and the like, and mixture thereof. The proportion of filler/aggregate in the mortar is preferably between 50% and around 85%, more preferably between 60% and around 80%, and most preferably between 65% and around 75% by weight, based on the total dry ingredients.
The rheology control agent of use in the EIFS mortar of the present invention is a blend of methylhydroxyethylcellulose (MHEC) and hydroxyethylcellulose (HEC). The blend of MHEC and HEC in rheology control agent present in the EIFS mortar may be in a ratio of MHEC to HEC of about 10:90 to about 90:10, preferably about 30:70 to about 70:30 or about 50:50.
The water retention of an EIFS mortar is mainly influenced by the cellulose ether. Typical cellulose ethers such as methylhydroxypropylcellulose (MHPC) or MHEC perform well at temperatures up to 40° C., but at higher temperatures, water retention capability of EIFS mortars relying solely on these typical cellulose ethers suffers significantly.
From application tests, it is known that water retention capability of MHPC and MHEC are acceptable and good, respectively, at moderate temperatures (10° C.-40° C.). But at elevated temperatures (>40° C.), water retention capability of EIFS mortars relying solely on these typical cellulose ethers suffers strongly. Crack formation and powdering effects observed in EIFS mortars are the consequences of insufficient water retention.
It is well known that water retention capability of HEC is very stable at high temperatures. However, HEC shows a lack in paste stability, which results in poor workability and surface appearance. A blend of cellulose ethers, namely HEC and MHEC, exhibits outstanding EIFS performance providing an EIFS with excellent water retention capability at regular and high temperatures in combination with good paste stability.
The EIFS mortar of the present invention also exhibits a prolonged pot life. Pot life of a mortar is an important attribute which permits proper workability of the mortar over a long period of time. EIFS mortars relying solely on either MHPCs or MHECs do not meet user's requirements for pot life, especially at high temperatures. A blend of MHEC and HEC improves pot life of the EIFS mortar significantly. Further optimization of the EIFS mortar pot life can be achieved while combining these blends with additional modification agents.
Open time for EIFS mortar is another desirable attribute of a mortar which permits a long workability and smoothening time of applied mortar. The effect of cellulose ether on open time at high temperatures for EIFS mortar is rather limited. For that reason, an additional modification was made to EIFS mortar containing the cellulose ether blends. In modified cellulose ether/modification blends, an effective amount of a blend of additional agents, typically at an amount less than about 25% by weight of the total rheology control agent added to the EIFS mortar. The additional agent may include a blend or non-ionic and/or anionic polyacrylamide powders and hydroxypropylstarch powder which may be added to the EIFS mortar to further improve its pot life and/or open time performance. These blends prolong open time of the EIFS mortars at high temperatures by about 50%-100% when compared to blends not containing the additional agents. The additional agents are powders and as such may be added in dry form to the dry mortar.
Furthermore, these specially formulated (modified) cellulose ether/modification blends improve the dry strength values at standard conditions.
The examples are presented to illustrate the invention, parts and percentages being by weight, unless otherwise indicated.
All examples were conducted in an external insulation finishing system (EIFS) mortar of 24.0 wt % Portland Cement CEM 152.5N, 20.0 wt % fine silica sand 0.5-1 mm, 53.0 wt % silica sand, 3.0 wt % redispersible powder, 0.2 wt % zinc stearate as hydrophobic agent, 0.15 wt % cellulose ether.
The cellulose ethers are defined in Table 1.
A commercial HEC with HE-MS of 2.5 and a Brookfield viscosity (model LVT, Spindle #4@ 30 rpm) of 2000 mPas, produced by a regular HEC-process, was also used in the Examples.
For quality assessment various test methods were applied. Water demand was adjusted to achieve comparable (350,000 to 400,000 mPas) Helipath viscosity. The determination of mortar consistency was carried out using a viscometer and spindle system (Helipath device).
For paste stability determination, the following described test method was used.
Within 5 seconds, 400 g of dry EIFS mortar were added to a corresponding amount of water. After mixing the sample for 45 seconds using a kitchen hand mixer, the resulting EIFS mortar sample was allowed to rest for 5 minutes. After resting for 15 sec, the EIFS mortar sample was remixed with the hand mixer as above. After mixing, the EIFS mortar sample was covered and stored at 20° C. The EIFS mortar sample was not mixed anymore.
The EIFS mortar sample was carefully applied in a frame with height of 8 mm on polystyrene board after 90 minutes of storage. The surface of the applied mortar was smoothed one time. Subjective surface appearances, evaluation like e.g. excellent, acceptable, bad, were performed on the applied mortars to estimate the relative performance of the EIFS mortar samples.
Tests were run using the following EIFS mortar formulation:
24.0% cement 52.5N
53.0% sand F34
20.0% sand 0.5-1 mm
3.0% Aquapas™ N2095 redispersible powder (available from Ashland Inc.)
0.2% Zinc stearate
Addition level of cellulose ether (CE) was 0.15%.
The following samples were evaluated:
References: MHEC2, HEC
HEC/MHEC2 blends having ratios of 30/70% and 50/50%.
Air void stabilization/paste stability are key properties of EIFS mortars. In the EIFS mortar samples which used HEC as the cellulose ether stabilizer, a lack in paste stability, which would manifest in EIFS mortars having poor workability and surface appearance.
As set forth in Table 2, the HEC/MHEC blend examples a various different ratios provide EIFS mortars with excellent water retention capability at high temperatures in combination with good paste stability.
As can be seen in Table 2, as well as in
For water retention determination, the following procedure was used. All material and tools used in applying EIFS mortars were stored in a heater at 70° C. Within 5 seconds, 400 g of dry EIFS mortar was added to a corresponding amount of water at 70° C. After mixing the sample for 45 seconds using a kitchen hand mixer, the resulting EIFS mortar sample was allowed to rest for 5 minutes. After resting, the EIFS mortar sample was remixed for 15 seconds with the hand mixer as above. Then, the EIFS mortar was filled into a metal ring, which was positioned on a piece of filter paper. Between the filter paper and the metal ring, a thin fiber fleece was placed while the filter paper was lying on a plastic plate. The weight of the assembly was measured before and after the mortar was filled in. Thus, the weight of the wet mortar was determined. Moreover, the weight of the filter paper was noted. The complete filled assembly was placed in the heater at 70° C. for a soaking time of 5 min. After soaking, the weight of the filter paper was measured again and the water retention [%] was calculated.
Tests were run using the following EIFS mortar formulation:
24.0% cement 52.5N
53.0% sand F34
20.0% sand 0.5-1 mm
3.0% Aquapas™ N2095 redispersible powder (available from Ashland Inc.)
0.2% Zinc stearate
Addition level of cellulose ether (CE) was 0.15%.
The following samples were investigated:
Reference: MHPC, HEC, MHEC1, MHEC2
HEC/MHEC1 blends having ratios of 30/70% and 50/50%.
As illustrated in
For pot life determination, all materials and tools used in producing and applying EIFS mortars were stored before testing for minimum 2 hour in the heater at 40° C. Mixing of EIFS basic mortar formulation was done as described in Example 1. After mixing, the EIFS mortar sample was covered and stored in the heater at 40° C. Before measuring its Helipath viscosity, the sample was remixed for 5 sec with hand mixer as in Example 1. For each sample, its Helipath viscosity was determined after 0 minutes, 30 minutes and every 30 minutes thereafter up to 4 hours. The time for a sample of EIFS mortar to reach a Helipath viscosity of greater than 800,000 mPas defines that sample's pot life.
Tests were run using the following EIFS mortar formulation:
24.0% cement 52.5R
53.0% sand F34
20.0% sand 0.5-1 mm
3.0% Aquapas™ N2095 redispersible powder
0.2% Zinc stearate
Addition level of cellulose ether (CE) was 0.15%.
The following samples were investigated:
References: MHPC, HEC, MHEC1, MHEC2
HEC/MHEC1 blends having ratios of 30/70% and 50/50%.
Pot life required to ensure proper workability of an EIFS mortar over a long period of time (1-4 hours). Compared to pure MHEC, MHPC as well as HEC, a blend of MHEC1 and HEC improves the pot life of EIFS mortars significantly as illustrated in
The open time determination was done in a climate room at 40° C. with 30% relative humidity. All materials and tools used in producing and applying EIFS mortars were stored in the climate room for minimum 1 hour before mixing the EIFS mortars. Mixing of EIFS basic mortar formulation was done as described in Example 1. The fresh EIFS mortar was applied with notched spreader (10×10 mm) on polystyrene board. After the first 5 minutes and then for every 2 minutes thereafter during the duration of the test, an earthenware tile (5×5 cm) was embedded by loading with a 2 kg weight for 30 seconds. After that, the backside of tile was examined to determine the extent of coverage of the tile by mortar. Open time for an EIFS mortar sample was complete when less then 50% of the backside of the tile, after being embedded, was covered with mortar.
Tests were run using the following EIFS mortar formulation:
3.0% Aquapas™ N2095 redispersible powder (available from Ashland Inc.)
0.2% Zinc stearate
Addition level of cellulose ether (CE) was 0.15%.
The following samples were investigated:
HEC/CE blend: HEC/MHEC2 (50%/50%)
Open time of EIFS is essential to have long workability and smoothening time of applied mortar Impact of cellulose ether on open time at high temperatures is very limited. Only slight improvement in open time while changing from MHPC to an HEC/MHEC-blend could be found (see table 3).
Tests were run using the following EIFS mortar formulation:
24.0% cement 52.5N
53.0% sand F34
20.0% sand 0.5-1 mm
3.0% Aquapas™ N2095 redispersible powder (available from Ashland Inc.)
0.2% Zinc stearate
Addition level of cellulose ether (CE) was 0.15%.
The following samples were investigated:
Comparative examples: MHPC, MHEC2
Examples: modified HEC/MHEC1 blend having a ratio of 30/70% are found in Table 4. The MHEC and HEC make up approximately 81% by weight of the rheology control agent with the balance of the modified HEC/MHEC1 blend being the additional agents listed in Table 4.
Open time for EIFS mortars are needed to have sufficiently long workability and smoothening time to permit the application of mortar. In the comparative examples, the effect of the cellulose ether contained in the EIFS mortar on open time at high temperatures was limited. Only a slight improvement while changing the cellulose ether in the comparative examples could be found.
Compared to non-modified MHEC or MHPC comparative examples, this example of the modified cellulose ether blend prolongs open time of the EIFS mortar at high temperatures (40° C.) by 50%-100% while increasing of water factor. In Table 5, the extension of open time of the modified HEC/MHEC1-blend of the present invention, designated as Sample 11, was determined.
The thickeners of sample 11 were modified with 19% by weight of a blend of additional agents contained of the total thickeners with 1% of the thickeners being an anionic polyacrylamide (anionic charge: 0-20 wt %) having a 1 wt-% aqueous viscosity of 500 mPas; 1.5% of the thickeners being an anionic polyacrylamide (anionic charge: 20-40 mol-%) having a 0.5% aqueous solution viscosity of 700-900 mPas; 1.5% of the thickeners being an anionic polyacrylamide (anionic charge: 20-40 wt-%) having a 0.5% aqueous solution viscosity of 2500-5000 mPas; and 15% of the thickeners being a hydroxypropyl starch having a CH3[CH2]2OOH-content >20% having a 5% solution viscosity of 1000-1800 mPas measured with Brookfield at 50 rpm.
In order to determine the tensile strength of EIFS mortars after dry storage, the following procedure was used.
After mixing according to the procedure of Example 1, the EIFS mortar was applied in a frame (440 mm×67 mm×6 mm) which was positioned on a polystyrene board. The surface of the applied EIFS mortar was smoothed several times to produce a completely smoothed surface. The sample was stored for 28 days in a climate room and tested in according to the standard ETAG4.
Tests were run using the following EIFS mortar formulation:
24.0% cement 52.5N
54.0% sand F34
20.0% sand 0.5-1 mm
2.0% Aquapas™ N2095 redispersible powder (available from Ashland Inc.)
0.2% Zinc stearate
Addition level of cellulose ether (CE) was 0.15%.
The following samples were investigated:
MHPC as reference, MHEC2, sample 11 (see example 4) which is HEC/MHEC1 blends in ratios of 30/70% with modification.
In Table 6, the improvement of dry strength values of the new developed modified HEC/MHEC1-blend are illustrated (sample 11). Compared to non-modified MHEC or MHPC samples, the EIFS mortar (sample 11) containing the modified cellulose ether blend increased its dry strength values after 28 days.
While the invention has been described with respect to specific embodiments, it should be understood that the invention should not be limited thereto and that many variations and modifications are possible without departing from the spirit and scope of the invention.
This application is related to and claims the benefit of U.S. Provisional Patent Application Ser. No. 61/520,383, filed Jun. 9, 2011, the disclosure of which is incorporated herein by reference.
| Number | Date | Country | |
|---|---|---|---|
| 61520383 | Jun 2011 | US |
