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TAM Air An Eight Channel Isothermal Heat Flow Calorimeter for TAM - PowerPoint PPT Presentation

Feb 05, 2024 •439 likes •863 views

TAM Air An Eight Channel Isothermal Heat Flow Calorimeter for TAM Air Cement Cement / Concrete Research and Production Control use in the mW range Dr. Thomas Lemke C3 Prozess- und Analysentechnik GmbH Outline Isothermal calorimetry

  1. TAM Air An Eight Channel Isothermal Heat Flow Calorimeter for TAM Air Cement Cement / Concrete Research and Production Control use in the mW range Dr. Thomas Lemke C3 Prozess- und Analysentechnik GmbH

  2. Outline • Isothermal calorimetry – fundamentals/theory • TAM Air - Details TAM Air Cement • Calibration • Cement basics / Main applications • Software and Hands on

  3. Isothermal calorimetry -fundamentals • TAM Air measure the heat flow associated with physical processes and chemical reactions continuously. TAM Air Cement • The heat flow reflects the rate of the process/reaction. • The heat evolved reflects the extent of the process/reaction.

  4. Calorimetric data ⎡ ⎤ J dQ • Heat flow ⎢ ⎥ ⎣ ⎦ dt s [ ] • Heat Q J TAM Air Cement ⎡ ⎤ J • Heat capacity ⎢ ⎥ C ⋅ P ⎣ ⎦ g K ⎛ ⎞ n dQ ∑ dc = ⋅ ∆ ⋅ ⎜ ⎟ • Non-specific H k i i ⎝ ⎠ dt dt = i 1 i

  5. Isothermal Heat flow Calorimeters of Twin Type • Heat flow calorimetry – The heat produced/consumed by a sample will be exchanged with the surroundings. – The heat flow caused by the sample is measured by sensitive heat detectors utilising the Seebeck TAM Air Cement effect (thermoelectric modules). – IMPORTANT: The temperature will maintain essentially constant during a measurement. • Twin type calorimeter – One sample and one reference calorimeter – Minimises any disturbances of the thermostat, reduces the noise and increases the sensitivity. – Reference: inert/stable material and similar c p -value compare to the sample.

  6. The heat conduction principle - steady state dQ/dt = dQ/dt measured + C p ·dT s /dt Surrounding T 0 dQ/dt P ex dQ/dt measured = k·(T s -T o ) T S TAM Air Cement C p Sample Surrounding T 0 P ex dQ/dt T R Differentially: C p Reference dQ/dt = k · (T s - T R )

  7. Heat Balance Equation General Heat Balance Equation Φ ⎛ ⎞ dQ dT Φ ⎜ ⎟ ⎛ ⎞ = + C TAM Air Cement dQ ⎜ ⎟ ⎝ ⎠ dt dt ⎝ ⎠ dt T o Rate of Heat Rate of Heat Rate of Heat = + T S Production Exchange Accumulation T S ⎛ ⎞ dT After calibration the following holds: ⎜ ⎟ C ⎝ ⎠ dt Heat flow Rate of Heat = Monitored Production by TAM Air (dQ/dt)

  8. Theory = ⋅ − + ⋅ dQ / dt k ( T T ) C dT / dt S HS S Change in heat production rate in the sample Measured heatflow Heat accumulation in the sample TAM Air Cement = ⋅ − V g ( T T ) Seebeck effect: S HS = + ⋅ / / ( / / ) dQ dt k g V C k dV dt Calibration constant, ε = k / g Time constant, τ = C / k Heat exchange coefficient, k Seebeck coefficient, g Tians equation: dQ/dt = e · (V + t · dV/dt)

  9. TAM Air Cement TAM Air - Details

  10. Functional description Inner stainless 8-channel steel chamber calorimeter block Insulated outer TAM Air Cement cabinet Temperature Data controlled PAD logger Peltier temperature Aluminum controlled module support plate Fan (under)

  11. TAM Air Cement TAM Air - a twin calorimeter

  12. Heat detector of TAM Air • Consist of small plates with thermopiles (semi conducting materials) TAM Air Cement • When the two sides of the plate are exposed to different temperatures, heat will flow from the warm to the cold side Sample Exothermic � heat is produced Endothermic � heat is consumed Heat sink (surroundings) in contact with the air thermostat

  13. Performance Channel 1 Channel 3 Channel 5 Channel 7 Channel 2 Channel 4 Channel 6 Channel 8 mV -0.04 -0.045 P (mW) TAM Air Cement -0.05 -0.055 -0.06 Sec -0.065 0 200 400 600 800 1000 Time (s) ± 4 µW Short term noise: Drift 40 µW/24 hr

  14. Specifications Number of calorimetric channels 8 Operating temperature range 5/15 – 90±1 °C Thermostat type Air TAM Air Cement Thermostat accuracy ±0.02°C Limit of detectability 4 µW Precision ±20 µW Baseline over 24 hours Drift < 40 µW Deviation < ± 10 µW Error < ± 23 µW

  15. TAM Air – Batch ampoules • 20ml disposable glass ampoules with crimp cap • 20ml disposable PE ampoules with screw cap Mixing of solid/liquid outside calorimeter TAM Air Cement

  16. TAM Air 20 ml Admix ampoule • The Admix Ampoule is available with or without a motor. – For suspensions such as mixtures of cement/water TAM Air Cement we recommend manual stirring. – For liquid systems it might be more convenient to use a motor for stirring. • 1 - 4 syringes (1 ml) • Materials – polypropylene, silicon stopper, stainless steel

  17. 20 ml Admix ampoule • Designed for mixing a cement sample inside the calorimeter under thermal equilibrium conditions. • Dry cement is added to a 20 ml glass ampoule which is attached to the TAM Air Cement admix ampoule. • In addition, up to three syringes are filled with a known volume of distilled water which also are attached in the admix ampoule. • The complete unit is loaded into TAM Air and allowed to reach thermal equilibrium (approximately one hour). • Then, water/admixture is injected to the sample under stirring (automatically or manually).

  18. Calibration Calibration is usually made electrically by an internal heater TAM Air Cement A number of chemical I. Wadsö and R.N. Goldberg ( 2001 ), calibration/ test Standards in isothermal reactions exists microcalorimetry, IUPAC technical report. Pure. Appl. Chem., 73(10) for isothermal 1627. calorimeters

  19. Calibration 2 / R P Heater =U ref TAM Air Cement

  20. Calibration TAM Air Cement

  21. Applications / Results • Interpretation of data provided by TAM Air on Portland cement • Repeatability TAM Air Cement • Effects of admixtures • Effects of contaminations • Temperature dependency of cement hydration • Final conclusions

  22. Portland Cement Basics Dr. Sandberg, Grace Construction Products, US ( 2002 ) • Silicates hydrate to give strength giving gel, “glue” • Aluminate and ferrite phases necessary to get a TAM Air Cement molten phase during production of cement • Aluminates react rapidly, interact with admixtures, workability, set, early strength development • Gypsum added during grinding to slow down aluminate hydration rate – Higher C 3 A , lower C 4 AF generally more reactive – Different sulfate forms have different solubility

  23. Portland cement basics Dr. Sandberg, Grace Construction Products, US ( 2002 ) The hydration process undergoes a number of phases ( Young , 1985) TAM Air Cement • (I) Rapid initial processes • (II) Dormant period • (III) Acceleration period • (IV) Retardation period • (V) Long term reactions The phases has been described in more detail ( Sandberg , 2002) • (I) Dissolution of ions and initial hydration • (II) Formation of ettringite • (III) Initiation of silicate hydration • (IV) Depletion of sulphate

  24. Repeatability TAM Air Cement - four different cement samples TAM Courses

  25. Sample loading Sample preparation Ampoule loading into TAM Air External mixing TAM Air Cement

  26. Sample preparation -details • External mixing for 3 minutes • Water/cement=0.4 (25 g cement / 10 g water) TAM Air Cement • Syringe (without tip) • Closed 20 ml glass ampoules (m = 4 – 6 g) • Reference ampoule with 4 – 6 g of water • All samples prepared after each other and then loaded into TAM Air at the same time • Measuring temperature: 20 ± 0.1°C

  27. The hydration process in terms of heat flow time curves 30 Ch1 Ch2 25 Ch3 Ch4 Heat flow (mW) Ch5 TAM Air Cement Ch6 20 Ch7 Ch8 15 10 5 0 0 6 12 18 24 30 Time (h)

  28. Normalized heat flow time curves -excellent reproducability 4 Ch1/m Ch2/m Ch3/m Heat flow (mW/g) 3 TAM Air Cement Ch4/m Ch5/m Ch6/m 2 Ch7/m Ch8/m 1 0 0 5 10 15 20 25 30 Time (h)

  29. The hydration process -initial stage Thermal disturbances 0.8 Ch1/m 0.7 Ch2/m Ch3/m Heat flow (mW/g) 0.6 TAM Air Cement Ch4/m 0.5 Ch5/m Ch6/m 0.4 Ch7/m Ch8/m 0.3 0.2 0.1 0 2 2.5 3 3.5 4 4.5 5 Time (h)

  30. Energy time curves - reflects the extent of hydration 200 Q1(J/g) Q2(J/g) 160 Q3(J/g) TAM Air Cement Energy (J/g) Q4(J/g) Q5(J/g) 120 Q(J/g) Q7(J/g) 80 Q8(J/g) 40 0 0 6 12 18 24 30 Time (h)

  31. Conclusion 1. The hydration process of cement is exothermic and can be studied with TAM Air in terms of heat flow and energy. TAM Air Cement 2. The heat flow time curves of the four cement samples studied were different indicating differences in the hydration process of the individual samples. 3. TAM Air has a high measuring capacity – up to eight samples can be studied simultaneously. 4. The repeatability of TAM Air is excellent.

  32. Application areas: A few examples • Assessment of setting time and early stiffening TAM Air Cement • Influence of concrete admixtures • Influence of glass fillers, waste products, slags etc. • Influence of contaminants, e.g. in water • Assessments of the efficiency of mixing

  33. Admix ampoule -two identical ampoules Dr. Moro , Holcim Group Support, Switzerland ( 2002 ) TAM Air Cement Excellent reproducibility !

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