Presentation is loading. Please wait.

Presentation is loading. Please wait.

Experimental Centre, Faculty of Civil Engineering, CTU in Prague, Ondřej HOLČAPEK, Pavel REITERMAN, Marcel JOGL and Petr KONVALINKA.

Similar presentations


Presentation on theme: "Experimental Centre, Faculty of Civil Engineering, CTU in Prague, Ondřej HOLČAPEK, Pavel REITERMAN, Marcel JOGL and Petr KONVALINKA."— Presentation transcript:

1 Experimental Centre, Faculty of Civil Engineering, CTU in Prague, ondrej.holcapek@fsv.cvut.cz Ondřej HOLČAPEK, Pavel REITERMAN, Marcel JOGL and Petr KONVALINKA Hydrothermal conditions influence on aluminous cement pastes with metakaolin

2 Content  Motivation, description of contribution  Experimental program  Used components  Hydrothermal curing conditions  Temperature loading  Investigated properties and used methods  Results  Conclusion

3 Motivation  Analysis of refractory cement composites for high temperature application (fire protection, industrial applications, etc.).  Residual mechanical properties after temperature loading and reaction on elevated temperature (spalling).  Binder system – aluminous cement (high energy and financial intensive) and metakaolin.  Maximization of mechanical properties and durability in autoclave device (special curing conditions – high pressure, temperature up to 100°C applied at the early age of cement composite).  Investigation of the system „cement + metakaolin“ and application of results on final composite.

4 Experimental Program  Pastes from aluminous cement and various amount of metakaolin.  Hydrothermal curing and reference.  Exposure to elevated temperature (105°C, 600°C and 1000°C).  Study of mechanical properties.  Application of hydrothermal curing on refractory composite.  Tested pastes (weight ratio aluminous cement : metakaolin):  Water to binder ratio 0.3  100:0(A)  95:5(B)  90:10(C)  85:15(D)

5 Experimental Program  Used materials:  Aluminous cement Secar®71  Burdned pure artificial bauxite  Suitable for 1600°C application  CA + 10H → CAH 10  2CA + 11H → C 2 AH 8  Conversion:  3CAH 10 → C 3 AH 6 + 2AH 3 + 18H  3C 2 AH 8 → 2C 3 AH 6 + AH 3 + 9H  Mefisto L05  Burned clay (700°C – 900°C)  Pozzolan material  Suitable for refractories

6 Experimental Program Secar ®71 [% weight] Metakaolin L05 [% weight] Al 2 O 3 70.80 %42.90 % CaO27.50 %0.17 % SiO 2 0.58 %52.90 % Fe 2 O 3 0.42 %1.10 % Na 2 O0.27 %0.05 % MgO0.21 %0.18 % K2OK2O0.06 %0.59 % TiO 2 -0.50 % Specific surface381 m 2 /g1306 m 2 /g  Used materials:

7 Hydrothermal Curing  12 hours old specimens (after first contact cement and water)  0.5 hour heating  Closing pressure valve  Increase of pressure and temperature  Hydrothermal curing cycle 4 hours 150 °C and 0.4 MPa  Release of pressure valve and cooling  End of hydrothermal curing cycle

8 Hydrothermal Curing

9 Temperature Loading  - Gradient 10°C/min  600 °C  1000 °C  180 min loading  Natural cooling dried 105°C testing 600°C and testing 1000°C and testing

10 Measured Parameters -Tensile strenght in bending [MPa] (specimen 40 x 40 x 160 mm) -Increase of deformation 1.0 mm/min

11 Measured Parameters

12

13

14 Results  Compressive strength

15 Results  Flexural strength

16 Results  Dynamic modulus of elasticity

17 Results  Fracture energy

18 Application  The main goal of experimental program was the development of refractory cement composite:  Aluminous cement + metakaolin  Natural crushed basalt aggregates (0/4 mm and 2/5 mm)  Water and superplasticizer (w/b = 0.25)  Basalt fibers 6.35 mm (0.75 % of volume)

19 Application  The main goal of experimental program was the development of refractory cement composite:  Aluminous cement + metakaolin  Natural crushed basalt aggregates (0/4 mm and 2/5 mm)  Water and superplasticizer (w/b = 0.25)  Basalt fibers 6.35 mm (0.75 % of volume)  Obtained data from hydrothermal curing of cement pastes has been applied for hydrothermal curing of composite.

20 Conclusion  The compressive strength decreases with higher amount of metakaolin (reference and autoclaved specimens).  Dosage of 10% and 15% means the increase of flexural strength.  Autoclaved specimens show higher mechanical properties, especially after the exposure to elevated temperatures.  Compressive strength higher by 25%  Flexural strength higher by 50% to 30%  The residual properties of pastes (especially flexural strength and fracture energy) are on excellent level.  Binder system of aluminous cement and metakaolin shows great potential for application in refractory cement composites (in combination with fibres).  Energy intensive method – suitable for highly specific applications.

21 Conclusion Thank you for your attention. ondrej.holcapek@fsv.cvut.cz Czech Science Foundation P104/12/0791.


Download ppt "Experimental Centre, Faculty of Civil Engineering, CTU in Prague, Ondřej HOLČAPEK, Pavel REITERMAN, Marcel JOGL and Petr KONVALINKA."

Similar presentations


Ads by Google