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TAM AIR Brochure - TA Instruments

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<strong>TA</strong> <strong>Instruments</strong><br />

<strong><strong>TA</strong>M</strong> <strong>AIR</strong>


New Castle, DE USA<br />

Lindon, UT USA<br />

Elstree, United Kingdom<br />

Shanghai, China<br />

Beijing, China<br />

Taipei, Taiwan<br />

Tokyo, Japan<br />

Seoul, Korea<br />

Bangalore, India<br />

Paris, France<br />

Eschborn, Germany<br />

Brussels, Belgium<br />

Etten-Leur, Netherlands<br />

Sollentuna, Sweden<br />

Milano, Italy<br />

Barcelona, Spain<br />

Melbourne, Australia<br />

Mexico City, Mexico


<strong><strong>TA</strong>M</strong> <strong>AIR</strong><br />

Technical Specifications 7<br />

<strong><strong>TA</strong>M</strong> Technology 8<br />

<strong><strong>TA</strong>M</strong> Ampoules 10<br />

Applications 12


<strong><strong>TA</strong>M</strong> <strong>AIR</strong> Isothermal microcalorimetry<br />

The ideal tool for large scale calorimetric experiments,<br />

capable of measuring 8 samples simultaneously


A POWERFUL TOOL FOR THE STUDY OF<br />

CEMENT HYDRATION PROCESSES<br />

Instrument of choice for standardized testing on cement<br />

Determining the heat of hydration of cement is important and traditionally, the heat of<br />

hydration has been determined by measuring the heat of solution (ASTM C186). More recently,<br />

isothermal calorimetry tests using <strong><strong>TA</strong>M</strong> Air are increasing because it accurately and reliably<br />

measures the heat of hydration (ASTM C1702). The samples tested in the <strong><strong>TA</strong>M</strong> Air are usually<br />

paste samples, where the cement hydration process can continuously be followed over time. The<br />

shape of the heat flow curve will reflect the cement hydration process and the different phases of<br />

the complex process can be determined. The addition of admixtures will change the shape of the<br />

heat flow curve, and the admixture effect can be quantified. The integrated heat flow over time will<br />

give the extent of hydration. Using isothermal calorimetry, the heat of hydration is measured with<br />

<strong><strong>TA</strong>M</strong> Air by monitoring the heat flow from the specimen while both the specimen and the surrounding<br />

environment are maintained at the same temperature. The <strong><strong>TA</strong>M</strong> Air is widely used for<br />

studying the reaction kinetics of pure cement pastes as well as the temperature dependence<br />

of the reaction. <strong><strong>TA</strong>M</strong> Air is an excellent tool for quality control in cement plants, for optimization<br />

of additives to give a cement a certain property as well as a general research tool for the<br />

cement laboratory.<br />

Phase 1: Rapid initial process - Dissolution of ions and initial hydration<br />

Phase 2: Dormant period - Associated with a low heat evolution and<br />

slow dissolution of silicates<br />

Phase 3: Acceleration period - Silicate hydration<br />

Phase 4: Retardation period - Sulphate depletion and slowing down of<br />

the silicate hydration process<br />

Heat Evolution / mW/g<br />

5<br />

4 1<br />

3<br />

3<br />

2<br />

1<br />

2<br />

0<br />

0 10<br />

4<br />

20 30 40 50 60<br />

Time (h)<br />

4 5


<strong><strong>TA</strong>M</strong> <strong>AIR</strong><br />

SPECIFICATIONS<br />

Thermostat Specifications<br />

Calorimeter Positions 8<br />

Operating Temperature Range 5 - 90 °C<br />

Thermostat Type<br />

Air<br />

Thermostat Stability ± 0.02 °C<br />

Limit of Detection 4 µW<br />

Precision ±20 µW<br />

Calorimeter Specifications<br />

Short Term Noise < ± 2.5 µW<br />

Precision ± 20 µW<br />

Baseline over 24 hours<br />

Drift


<strong><strong>TA</strong>M</strong> <strong>AIR</strong> Technology<br />

Monitoring the thermal activity or heat flow of chemical, physical and biological processes provides information which cannot be generated with other techniques.<br />

Isothermal microcalorimetry is a powerful technique for studying heat production or consumption and is non-destructive and non-invasive to the sample. The <strong><strong>TA</strong>M</strong> Air<br />

offers unmatched sensitivity and long term temperature stability with flexible sample requirements.<br />

When using microcalorimetry there is little or no sample pretreatment required; solids, liquids and gasses can all be analyzed. Unlike other techniques that may only<br />

give time interval snapshots of data, microcalorimetry presents continuous real-time data that reflects the process or processes taking place in the sample.<br />

High Performance Temperature Control and Stability<br />

The <strong><strong>TA</strong>M</strong> Air is an air based thermostat, utilizing a heat sink to conduct the heat<br />

away from the sample and effectively minimize outside temperature disturbances.<br />

The calorimeter channels are held together in a single removable block. This block<br />

is contained in a thermostat that uses circulating air and an advanced temperature<br />

regulating system to keep the temperature very stable within ±0.02°K. The high<br />

accuracy and stability of the thermostat makes the calorimeter well suited for heat<br />

flow measurements over extended periods of time, e.g. weeks. The baseline drift<br />

is less than 40 µw/24 hours with very low short term noise. <strong><strong>TA</strong>M</strong> Air Assistant,<br />

a powerful, flexible and easy-to-use software package is used for instrument control,<br />

experimental setup, data analysis and reporting of results.<br />

Isothermal Microcalorimetry<br />

When heat is produced in a sample, isothermal microcalorimetry measures<br />

the heat flow. The sample is placed in an ampoule that is in contact with<br />

a heat flow sensor that is in also in contact with a heat sink. When heat<br />

is produced or consumed by any process, a temperature gradient across<br />

the sensor is developed. This will generate a voltage, which is measured.<br />

The voltage is proportional to the heat flow across the sensor and to the<br />

rate of the process taking place in the sample ampoule. This signal is<br />

recorded continuously and in real-time.<br />

For each sample there is a reference that is on a parallel heat flow sensor.<br />

During the time that the heat flow is monitored, any temperature fluctuations<br />

entering the instrument will influence both the sample and the reference<br />

sensors equally. This architecture allows a very accurate determination<br />

of heat that is produced or consumed by the sample alone while other<br />

non-sample heat disturbances are efficiently factored out.<br />

<strong><strong>TA</strong>M</strong> Air 8-Channel Calorimeter<br />

The <strong><strong>TA</strong>M</strong> <strong>AIR</strong> 8 Channel calorimeter consists of an<br />

eight (8) channel calorimeter block and data<br />

logging system required for use with the <strong><strong>TA</strong>M</strong> <strong>AIR</strong><br />

thermostat. The calorimeters are twin-type (sample and<br />

reference), and designed for use with 20 ml glass or plastic<br />

ampoules or the 20 ml Admix ampoules.<br />

8 9


<strong><strong>TA</strong>M</strong> Air Ampoules<br />

The ampoules used in the <strong><strong>TA</strong>M</strong> Air are designed to handle up to 20 ml volumes. Either glass, stainless steel or plastic (HDPE) closed ampoules are available,<br />

which enables maximum flexibility for sample management and maximum sensitivity.<br />

Admix Ampoule<br />

The Admix Ampoule is a 20 ml accessory available for initiating<br />

reactions inside the calorimeter, and can be used for monitoring<br />

a reaction from the initial injection. The Admix ampoule can be<br />

configured with or without a motor for stirring. For suspensions such<br />

as mixtures of cement and water, manual stirring is recommended.<br />

For liquid systems, a motor may be used for stirring. The admix ampoule<br />

can only be used with 20 ml disposable glass ampoules.<br />

10<br />

11


Applications<br />

Cement Paste Setting Time<br />

The synergy of citric acid (CA) and calcium nitrate (CN) is<br />

clearly seen from the rate of hydration heat. CA is essentially a<br />

setting retarder relative to the reference, although the heat of<br />

hydration is slightly reduced and CN is clearly a setting accelerator.<br />

Together they behave as a hardening retarder lowering the rate of<br />

hydration heat and distributing it over a longer time.<br />

The rate of hydration heat for the same mixtures at 40 °C shows<br />

that the function as hardening retarder is reduced at higher<br />

temperature. This data along with the cumulative heat data indicate that<br />

the admixture combination may not function in the practical semiadiabatic<br />

case of massive concrete. 1<br />

Rate of Hydration Heat (mW/g Cement)<br />

Rate of Hydration Heat (mW/g Cement)<br />

4<br />

3.5<br />

3<br />

2.5<br />

2<br />

1.5<br />

1<br />

0.5<br />

0.00<br />

0<br />

4<br />

3.5<br />

3<br />

2.5<br />

2<br />

1.5<br />

1<br />

0.5<br />

0.00<br />

0<br />

Isothermal Calorimetry of Paste at 20 ˚C<br />

0.15% CA<br />

0.15% CA/1.5% CN<br />

Reference<br />

1.5% CN<br />

6 12 18 24 30 36 42 48<br />

Time (h)<br />

Isothermal Calorimetry of Paste at 40 ˚C<br />

0.15% CA (AN)<br />

0.15% CA+1.5% CN (AN)<br />

Reference (AN)<br />

1.5% CN (AN)<br />

6 12 18 24 30 36 42 48<br />

Hydration of Calcium Sulfate Hemihydrate<br />

Identical samples of 2g of Calcium Sulfate Hemihydrate powder were<br />

mixed with a hydrating agent at a liquid to solid ratio of 0.50 using<br />

an admix ampoule in the <strong><strong>TA</strong>M</strong> Air. The blue curve shows a sample<br />

hydrated with deionized water. The red curve is a sample hydrated<br />

with a 5% Sodium Chloride solution. It is demonstrated that sodium<br />

chloride accelerates the calcium sulfate hydration reaction.<br />

Normalized Heat Flow (W/g)<br />

6.00<br />

5.00<br />

4.00<br />

2.00<br />

1.00<br />

0.00<br />

0.0<br />

0.2<br />

0.4 0.6 0.8 1.0 1.2<br />

Time (hr)<br />

Time (h)<br />

12<br />

13


Applications<br />

Cement Sulfate<br />

This figure shows<br />

depletion peak<br />

peak – can be used<br />

sulfate content of<br />

of the laboratory<br />

that 2.5% added<br />

bring the resulting<br />

SO 3 level. Several<br />

in the field to perform<br />

ground cement.<br />

Calorimetry serves<br />

approximate values<br />

admixture incompatibility<br />

or changes in raw<br />

reactivity of the aluminate<br />

for soluble SO 3 . 2<br />

can be used to assess<br />

to the cement production,<br />

Cement Thermal Profiles with Contaminants<br />

Cement setting thermal profiles can be influenced by<br />

contaminants. The graph shows the steady decrease in<br />

thermal power as the contamination of the cement mortar<br />

by a mixture of soil and sawdust increases (0; 0.9; 2.5 and<br />

5.9% of w/c=0.6 cement mortar). Influence on hydration<br />

rate of a mixture of soil and sawdust. 3<br />

Setting Time of Cement<br />

The <strong><strong>TA</strong>M</strong> Air calorimeter has been shown to be excellent<br />

for diagnosis of problems related to setting time and<br />

premature stiffening of cement. The blue curve in the figure to<br />

the right represents an industrial cement produced with too little<br />

soluble calcium sulfate. This cement suffers from early<br />

stiffening because of the aluminate reactions at 1–1.5 hours<br />

hydration indicated by the unusually small silicate peak at<br />

5-10 hours. When 0.5% (purple curve) and 1.0% (red<br />

curve) of calcium sulfate hemi-hydrate was added to the<br />

hydration. It also suffers from low early strength, because the<br />

aluminate hydrates formed retard the strength-giving silicate<br />

2<br />

1.5<br />

1<br />

0.5<br />

0<br />

2.5<br />

1.5<br />

1.0<br />

Depletion<br />

how Lerch’s criteria - sulfate<br />

to occur after the main silicate<br />

6.00<br />

for a rapid indication of the optimum<br />

a laboratory ground clinker. The results<br />

5.00<br />

Second Peak<br />

screening shown indicates<br />

SO 3 might be sufficient to<br />

4.00<br />

0<br />

Portland cement to optimum<br />

3.00<br />

factors may cause cement manufactured<br />

20<br />

different as compared to the laboratory<br />

2.00<br />

Sulfate Depletion<br />

1.00<br />

as an excellent indication as to the<br />

to aim for to avoid setting time and<br />

0.00<br />

issues. Furthermore, the calorimetry<br />

0 2 4 6 8 10 12 14 16 18 20 22 24<br />

the efficiency of any changes made<br />

Time (h)<br />

such as changes in gypsum type<br />

material or fuel that may influence the<br />

phase and thereby the demand<br />

cement the undesired early peak disappeared, and<br />

the strength-giving silicate peak regained its normal shape.<br />

0.5<br />

The results indicate that premature stiffening is caused by a<br />

lack of soluble calcium sulfate.<br />

0<br />

0 5<br />

Heat Flow (mW/g)<br />

Thermal Power / mW/g<br />

Heat Flow (µW/g)<br />

No Contamination<br />

Low Contamination<br />

Medium Contamination<br />

High Contamination<br />

40 60 80 100<br />

Time (h)<br />

10 15 20<br />

Time (h)<br />

14<br />

15


Applications<br />

Cement Blending<br />

0.003<br />

This figure provides plots of the heat release rate (heat flow) for the first 24 h of hydration for six cement pastes examined by Isothermal<br />

0.002<br />

calorimetry (3 pure and 3 blends). In general, results for the two replicate specimens for each cement paste fall directly on top of one another. For<br />

the three initial cements, the heat release during the first 24 h increases with increasing cement fineness, as would be expected due to the increased<br />

0.001<br />

(in contact with water) surface area. Interestingly, for these six cements based on a single clinker, the peak in heat release rate always occurs at<br />

0.000<br />

about 6 h, while by 24 h, the heat release rate has diminished to a value close to 0.001 W/g cement.<br />

The heat flows measured during the first 24 h for the three blended cements are predicted quite well by applying the simple law of mixtures. The<br />

0.007<br />

results imply that for the w/c = 0.4 cement pastes examined in this study, the particles are likely hydrating independently of one another during<br />

0.006<br />

the first 24 h, such that the degree of hydration of blends of the fine and coarse cements can be quite accurately computed simply as a weighted<br />

average of their (measured) individual hydration rates.<br />

0.005<br />

4<br />

0.004<br />

0.003<br />

0.002<br />

0.001<br />

0.000<br />

Heat Flow (W/g cement)<br />

Heat Flow (W/g cement)<br />

0.007<br />

0.006<br />

0.005<br />

0.004<br />

0<br />

0<br />

Type l/la<br />

Type l/lb<br />

Type ll/Va<br />

Type ll/Vb<br />

Type llla<br />

Type llla<br />

4 8 12 16 20 24<br />

Time (hr)<br />

50:50 Blend<br />

50:50 Estimated<br />

Type ll/V<br />

4 8 12 16 20 24<br />

Time (hr)<br />

Heat Flow (W/g cement)<br />

Heat Flow (W/g cement)<br />

0.005<br />

0.004<br />

0.003<br />

0.002<br />

0.001<br />

0.000<br />

0<br />

0.007<br />

0.006<br />

0.005<br />

0.004<br />

0.003<br />

0.002<br />

0.001<br />

0.000<br />

0<br />

4 8 12<br />

Time (hr)<br />

75:25 Blend<br />

75:25 Blend<br />

75:25 Estimated<br />

16 20 24<br />

25:75 Blend<br />

25:75 Blend<br />

25:75 Estimated<br />

4 8 12 16 20 24<br />

Time (hr)<br />

16<br />

17


Applications<br />

Food Testing<br />

This figure shows the Thermal treatment of carrot juice resulting in<br />

increased shelf life only at the highest treatment temperature.<br />

The measured thermal power is the heat from the microbiological<br />

activity in the sample. It is seen that the lower treatment<br />

temperatures gave only slightly lower thermal powers, but that the<br />

70 °C treatment gave a substantially delayed signal. At 20 °C<br />

the shelf life was thus increased by more than 50% by the 70 °C<br />

treatment. 5<br />

6<br />

Epoxy Curing<br />

5<br />

Here we see the heat production and the heat production rate as a<br />

function of time. It can be seen that the spread of results is low and that<br />

after an initial reaction period of five hours the heat production rate<br />

4<br />

decrease is similar to an exponential decay. After 45 h the thermal<br />

power is approx. 0.06 mW/g, i.e. 600 μW for a l0g sample.<br />

3<br />

As the detection limit for <strong><strong>TA</strong>M</strong> Air is better than 3 μW it would still<br />

be possible to follow the reaction for an even longer time than was<br />

2<br />

done here. 6<br />

Thermal power / mW<br />

log (Heat Production rate, mW/g)<br />

4<br />

3<br />

2<br />

1<br />

0<br />

0<br />

1<br />

fresh<br />

50˚C<br />

60˚C<br />

70˚C<br />

20 40 60 80 100 120<br />

Time (h)<br />

0<br />

0 20 40<br />

(Time, h)<br />

Fungal Growth<br />

At each temperature multiple inoculated specimens were<br />

measured. This figure shows the results at the five temperatures. It<br />

is seen that the results for each temperature agrees rather well with<br />

each other. Calorimetric measurements can be a valuable addition<br />

to the measurement techniques for predictive microbiology. 7<br />

<strong><strong>TA</strong>M</strong> Air Battery Testing<br />

The properties of batteries during discharge with three different<br />

resistance loads are shown. Single channels in <strong><strong>TA</strong>M</strong> Air<br />

were charged with 1.5 V alkaline batteries, size AAA. Three<br />

resistors of different values were placed in an adjacent channel<br />

500<br />

for connection to the batteries. The solid line represents the<br />

useful energy in the battery which is the heat production<br />

measured in the resistor, while the dotted line is the heat production<br />

0<br />

from the battery itself, i.e. the internal losses.<br />

300<br />

The batteries were fully discharged during the course of the<br />

200<br />

evaluation in the <strong><strong>TA</strong>M</strong> Air. The lowest resistances cause a<br />

100<br />

rapid drain of the battery (e.g. as in a flashlight) whereas the<br />

highest resistances cause a very low rate of discharge (e.g. as in an<br />

0<br />

alarm clock). 8<br />

Thermal power / µW<br />

Heat Production Rate, mW<br />

700<br />

600<br />

500<br />

400<br />

300<br />

200<br />

100<br />

50<br />

0<br />

0<br />

25˚C<br />

20˚C<br />

15˚C<br />

50 100 150 200<br />

Time (h)<br />

1.35 R/Ω<br />

0 0.5 1 1.5<br />

11.2 R/Ω<br />

0 5 10 15<br />

33.4 R/Ω<br />

0<br />

0 10 20 30 40 50 60<br />

Time, h<br />

30˚C<br />

10˚C<br />

18<br />

19


NOTES<br />

1<br />

Justness, H., Wuyts, F. and D. Van Gemert. Hardening Retarders for Massive Concrete. Thesis. Catholic University of Leuven. 2007<br />

2s22<br />

Paul Sandberg, Grace Construction Products, W. R. Grace & Co. 2004.<br />

3<br />

Dr. L. Wadsö, University of Lund, Sweden 2002<br />

4<br />

Bentz, D.P. Blending Different Fineness Cements to Engineer the Properties of Cement-Based Materials. Mag. Concrete Res.<br />

5<br />

F. Gomez and L. Wadsö. Isothermal Calorimetry for Biological Applications in Food Science and Technology. 2000.<br />

6<br />

Wadso, L. Curing of Epoxy Adhesive Studied by <strong><strong>TA</strong>M</strong> Air. <strong>TA</strong> <strong>Instruments</strong> Application Note 2007<br />

7<br />

Lars Wadsö and Yujing Li. A test of models for fungal growth based on metabolic heat rate measurements. 2000<br />

8<br />

Lars Wadso. Investigations into Dry Cell Battery Discharge Rates using <strong><strong>TA</strong>M</strong> Air. 2000. <strong>TA</strong> <strong>Instruments</strong>, AN 314-03.


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© 2011 <strong>TA</strong> <strong>Instruments</strong>. All rights reserved. L20037.001

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