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

Slides:



Advertisements
Similar presentations
CONCRETE MATERIALS Technology of Material II TKS 4012 Prepared by
Advertisements

Civil Engineering Materials
ECO-PCCM Second Meeting, Belgrade, 7-8 April Eco-Houses Based on Eco-Friendly Polymer Composite Construction Materials ECO-PCCM ISO 9001:2000 PRODUCTION.
PC Cement Hydration PCC consists of binder and aggregates. Aggregates are typically used in two factions: fines and coarse. The binder phase normally.
CEMENT DEFINITION Cement is often confused with concrete. Cement is a finely ground, usually grey colored mineral powder. When mixed with water, cement.
1 M1 Miura Mechanical characteristics of chemically deteriorated cement based composites 化学的に劣化したセメント系複合材料の力学特 性.
Supplementary Cementitious Materials for Mitigating Kraft Pulp Fiber-Cement Composite Degradation Benjamin Mohr 1, Joseph Biernacki 2, Kimberly Kurtis.
High Temperature Composites Rutgers University Federal Aviation Administration Advanced Materials Flammability Atlantic City, NJ October 24, 2001.
LIME. Lime Naturally occurs as: Limestone Lime Chemistry for pure rock: CaCO 3 (calcium carbonate) but, impurities are always present: MgCO 3,Al 2 O.
Volumetric Change of Repair Materials Low Shrinkage Materials.
Slag valorisation in construction materials: mechanical properties and rheology of alkali activated concrete containing ggbs Dr. Raffaele VINAI Mr. Ali.
2nd CRM The Immobilization of Radioactively Contaminated Soil in Cementitious Materials Shuxin Bai, Shengliang Yang National University of Defense Technology,
Abstract This paper presents an experimental investigation on the flexural failure behavior of RC Beams having different weight loss of 0, 5, 10 and 30%
Lead Technology Task 6.2 Materials for mechanical pump for HLM reactors M. Tarantino – ENEA Work Package Meeting – ENEA Bologna, November 17th, 2010.
Plant fiber reinforced geopolymer – A green and high performance cementitious material Rui Chen (Graduate Student), Saeed Ahmari (Graduate Student), Mark.
ADMIXTURES Department of Civil Engineering,
4.7.2 High-strength Concrete (HSC) Introduction –Definition –Classifications Choice of HSC raw material –Binding material –Excellent aggregate –Superplasticizer.
1 MCRTN meeting, Lausanne, January 2008 Project 11 – Fracture mechanics: Measurements and modeling Jan Skoček, DTU Henrik Stang, DTU Gilles Chanvillard,
Progress in Concrete Technology
INTUMESCENT FIRE PROTECTION COATING BASED GEOCEMENT Guzii Sergii, PhD(Eng), Senior Scientist V.D.Glukhovsky Scientific Research Institute for Binders and.
In Situ Stabilization of Pavement Base Courses Roads Pavement Forum Thursday, May 17, 2001.
Design of Concrete Structure I Dr. Ali Tayeh First Semester 2009 Dr. Ali Tayeh First Semester 2009.
Thermal Degradation of Polymeric Foam Cored Sandwich Structures S.Zhang 1, J.M.Dulieu-Barton 1, R.K.Fruehmann 1, and O.T.Thomsen 2 1 Faculty of Engineering.
Mineral-based secondary binders, utilization, and considerations in mix design Exercise 5.
Mix design of high strength concrete, special cases in mix design Exercise 7.
APPLICATION OPPORTUNITIES OF DIFFERENT GLAZES TO AL 2 O 3 TECHNICAL CERAMICS Nikoletta PUSKÁS Dr. László A. GÖMZE Ildikó LUKÁCS University of Miskolc,
Alumina Reinforced High Porosity Al-alloys with Extreme Hardness Dr. László A. Gömze 1, University of Miskolc, Miskolc, Hungary Tel.:
Polymer Modified Steel Fiber Reinforced Concrete
Mechanical Properties of High- Volume SCM Concretes Guðmundur Marteinn Hannesson Dawn Lehman Katherine Kuder Charles Roeder Jeffrey Berman.
UNIT III.  Material used for engineering purpose can be divided into three group those required for their  1) Mineral Characteristics 2) Structural.
The influence of the metakaolinite addition on the hydration process of the alkali-activated synthetic gehlenite glasses Ł. Gołek, J. Deja Montreal July.
An evaluation and suggestion for a sustainable concrete industry
SUBMITTED BY A.SHRIPATHY III-CIVIL ENGINEERING TAMILNADU COLLEGE OF ENGINEERING.
Reactive Powder Concrete
University Centre of Energy Efficient Buildings and Faculty of Civil Engineering CTU in Prague Tereza PAVLŮ, Magdaléna ŠEFFLOVÁ, Petr HÁJEK THE USE OF.
Chiara Di Paolo EN-STI-TCD Material Choice for the Vacuum Window at the Exit of BTM.
Dr. Younis M. ALSHKANE and Dr. Serwan Kh. RAFIQ
Effect Of Fine Grinding On Alkali Activation Of Ladle Slag
Hardened Concrete Properties
4708 Technical Data Sheet °F ( °C) High Tg Epoxy Resin System
Department of Civil and Environmental Engineering
Mechanical Properties of Concrete Containing Natural Zeolite
Application of Fibers in Refractory Composites
PRESENTATION ON., STUDY ON BEHAVIOUR OF FIBER REINFORCED CONCRETE WITH GLASS FIBER USED AS ADMIXTURES.
Reporter : Jia-Lin Lu Advisor: Cheng-Ho Chen Date :104/12/22
Made By: Mukul Srivastava Roll No. : (36) Section : A2
LIME.
Jaroslav TOPIČ, Zdeněk PROŠEK, Jan TREJBAL, Josef FLÁDR, Tomáš PLACHÝ
Seminar On NANO CONCRETE
DURABILITY ASSESSMENT OF STONES FOR RENOVATION OF HISTORIC BUILDINGS
Ambient-Cured Geopolymers for Nuclear Waste Storage
A STUDY ON HIGH PERFORMANCE CONCRETE WITH SILICA POWDER
GUIDED BY, Ms. V.ANANTHI.M.E ASSISTANT PROFFESSOR
GUIDED BY PRESENTED BY C.RAJENDRA PRASAD,M.E A.P.M.Athiban Prabakaran.
Ultra High Performance Concrete (UHPC)
11th International Conference on
COMPRESSIVE STRENGTH OF CONCRETE USING SAWDUST AS FINE AGGREGATE
MECHANICAL PROPERTIES OF HIGH VOLUME FLY ASH CONCRETE
Hardened Concrete Properties
Influence of chemistry of vitrified residues on the properties of blended inorganic polymers with calcined kaolinitic clay E. François1,2, J. Elsen1, Y.
Poisons Ratio Poisons ratio = . w0 w Usually poisons ratio ranges from
بسم الله الرحمن الرحيم.
The effect of varying fire scenarios on fire resistance ratings of reinforced concrete columns Khaled Sharawi CE 808.
Natural Ceramic Membrane Filter for Water Purification
High alumina refractory
A STUDY ON THE COMPRESSIVE STRENGTH AND MINERALOGICAL PROPERTIES OF FLY ASH AND RED MUD BASED GEOPOLYMER MORTAR Dr. B HANUMANTHA RAO, IIT BHUBANESWAR,
Modified Bauxite Residue as an Alternative Supplementary Cementitious Material Pithchai Sivakumar KU Leuven (Belgium)
Tutorial in Mechanical Properties
Manufactured by Steel Brands, Zimbabwe
Influence of properties of coarse aggregate
Presentation transcript:

Experimental Centre, Faculty of Civil Engineering, CTU in Prague, Ondřej HOLČAPEK, Pavel REITERMAN, Marcel JOGL and Petr KONVALINKA Hydrothermal conditions influence on aluminous cement pastes with metakaolin

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

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.

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)

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 H  3C 2 AH 8 → 2C 3 AH 6 + AH 3 + 9H  Mefisto L05  Burned clay (700°C – 900°C)  Pozzolan material  Suitable for refractories

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

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

Hydrothermal Curing

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

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

Measured Parameters

Results  Compressive strength

Results  Flexural strength

Results  Dynamic modulus of elasticity

Results  Fracture energy

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)

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.

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.

Conclusion Thank you for your attention. Czech Science Foundation P104/12/0791.