kamhangrittirong - green binder technology …

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G G reen binder technology development reen binder technology development using fly ash based geopolymer using fly ash based geopolymer G G reen binder technology development reen binder technology development using fly ash based geopolymer using fly ash based geopolymer Parames Kamhangrittirong, Parames Kamhangrittirong, Prasert Suwanvitaya, Prasert Suwanvitaya, Patcharaporn Suwanvitaya Patcharaporn Suwanvitaya and Prinya Chindaprasirt and Prinya Chindaprasirt

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Page 1: KAMHANGRITTIRONG - Green Binder Technology …

GGreen binder technology development reen binder technology development

using fly ash based geopolymerusing fly ash based geopolymerGGreen binder technology development reen binder technology development

using fly ash based geopolymerusing fly ash based geopolymer

Parames Kamhangrittirong, Parames Kamhangrittirong, Prasert Suwanvitaya, Prasert Suwanvitaya, Patcharaporn Suwanvitaya Patcharaporn Suwanvitaya and Prinya Chindaprasirtand Prinya Chindaprasirt

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OutlineOutline

IntroductionIntroduction

Experimental programExperimental program

Results and discussionResults and discussion

ConclusionsConclusions

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BackgroundBackgroundIntroductionIntroduction

Lampang Province-Mae Moh

3,500,000 tons/year

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BackgroundBackground

Constructionmaterials

Geopolymer

WASTE

IntroductionIntroduction

SustainableSustainableDevelopmentDevelopment

Geopoly-merization

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Geopolymer chemistryGeopolymer chemistryIntroductionIntroduction

Si – Al Materials

Sodium hydroxide Sodium silicate

Mixture Slurry

GeopolymerGeopolymer

Heating for geopolymerization

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Geopolymer chemistryGeopolymer chemistryIntroductionIntroduction

-sodium hydroxide + sodium silicate + waterWhen mixed;2NaOH + Na2SiO3 + 3H2O = 4NaOH + Si(OH)4NaOH + Si(OH)44

Sodium SilicateSodium hydroxide

Solution

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Geopolymer chemistryGeopolymer chemistryIntroductionIntroduction

4 NaOH + Si4+

+ 4 Na+

OH

OH Si OH

OH

Al and Si dissolution from Al-Si materials as hydrated reaction products with NaOH

4 NaOH + Al4+

OH

OH Al OH

OH

+ 4 Na+

Step 1

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Geopolymer chemistryGeopolymer chemistryIntroductionIntroduction

Poly (sialate – siloxo)OH

OH Si OH

OH

OH

OH Al OH

OH

OH

OH Si OH

OH

+ +

OH OH OH

OH Si O Al O Si OH

OH OH OH

+ 2 H2O

Step 2

Si AlO

O

OOO

O

O

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Geopolymer chemistryGeopolymer chemistryIntroductionIntroduction

SiO2

(Molar mass 39.9971 g/mol)

Al2O3

(Molar mass 101.96 g/mol)H2O

(Molar mass 18.015 g/mol)

Na2O

(Molar mass 61.979 g/mol)

SiO2

(Molar mass 39.9971 g/mol)

Na2O

(Molar mass 61.979 g/mol)

H2O

(Molar mass 18.015 g/mol)

Si–Al Materials NaOH Soln Na2SiO3 Soln

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Oxide-mole ratios of reactant mixture

10.0-25.0H2O / Na2O

3.50-4.50SiO2 / Al2O3

0.80-1.60Na2O / Al2O3

0.20-0.48Na2O / SiO2

Value(Davidovits : 1982)

Molar ratio

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ObjectivesObjectives

1

Effect of alkali Effect of alkali solution ratiosolution ratioSiOSiO2 2 / Na/ Na22OO

(Ms= 0.20(Ms= 0.20--0.50)0.50)

2

Comparison of Comparison of fly ash contentfly ash content

(65 & 70%)(65 & 70%)

IntroductionIntroduction

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Mixture Mixture

Mix BMix B--22Mix AMix A--220.300.30

Mix BMix B--33Mix AMix A--330.400.40

Mix BMix B--11Mix AMix A--110.200.20

Mix BMix B--44Mix AMix A--440.500.50

Fly ash 65%Fly ash 65%Alkali solution 35%Alkali solution 35%

Fly ash 70%Fly ash 70%Alkali solution 30%Alkali solution 30%MsMs

Experimental Experimental programprogram

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Experimental Experimental programprogram

Mixture Mixture

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Testing methodTesting methodExperimental Experimental

programprogram

SpecimenSpecimen Storage unitStorage unit

3.81cm.

3.81

cm.

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Testing methodTesting methodExperimental Experimental

programprogram

SEM/EDSSEM/EDS

XRDXRD

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SEM/EDSSEM/EDSResults & Results &

discussiondiscussion

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Results & Results & discussiondiscussion

Si/Al ratio

Group AGroup A2.202.20--2.562.56

Group BGroup B2.752.75--2.852.85

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XRDXRDResults & Results &

discussiondiscussion

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Results & Results & discussiondiscussion

Compressive strengthCompressive strength

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Results & Results & discussiondiscussion

Compressive strengthCompressive strength

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FA 65 % FA 70 %

29.2 MPa Max. at Ms=0.2021.5 MPa Min. at Ms=0.50

24.4 MPa Max. at Ms=0.2020.1 MPa Min. at Ms=0.50

Results & Results & discussiondiscussionEffect of fly ash contentEffect of fly ash content

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Results & Results & discussiondiscussionEffect of alkali solution ratio Effect of alkali solution ratio

(SiO(SiO2 2 / Na/ Na22O)O)

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The microstructure of fly ash based geopolymer revealed a porous and homogeneous gel structure.

Microstructure

The dissolution of aluminosilicate in raw materials could be seen from the changes in the XRD patterns.

ConclusionsConclusions

0.00

200.00

400.00

600.00

800.00

1000.00

1200.00

10 15 20 25 30 35 40 45 50 55 60 65 2 � (Degree)

Mix 1-30oc

Fly ash

Mix 1-40oc

Mix 1-50oc

Mix 8-30oc

Mix 8-40oc

Mix 8-50oc

Mix 15-30oc

Mix 15-40oc

Mix 15-50oc

AQA

M HM

M MM

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ConclusionsConclusions

Fly ash contentFly ash contentCompressive Compressive

strengthstrengthSiOSiO22

NaNa22OOSodium silicateSodium silicate

Sodium hydroxide Sodium hydroxide

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Applications

Development

Research

Raw materials

ConclusionsConclusions

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Thank you for your attentionThank you for your attention

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Modeling of reaction kinetics in order to enable identification of the optimum parameters, such as desired content of the most important oxides in starting material, aging period. Development of models that define the ordering behavior of geopolymer framework and enable theoretical predictions comparable to experimental dataDurability studies under various and extreme environments.

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60% Series 65% Series 70% Series

40oC

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40oC

60% Series 65% Series 70% Series

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Indicators

Technical- mechanical strength (quantitative)- resistance against acids (qualitative)- temperature resistance (quantitative)- setting time (quantitative)- workability (qualitative)- handling (qualitative)

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Economy- raw material costs (quantitative)- costs of the thermal activation of raw materials

(qualitative)- costs of grinding raw materials (qualitative)- follow-up costs caused by slow setting (qualitative)

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Largely amorphous material formed by reacting alumino-silicate minerals (Al3+ in IV-fold coordination) with highly alkaline and silicate solution atambient temperatures.Thermal activation is necessary to acquire of tetrahedral aluminates (Al3+ in IV-fold coordination).

Negative charge of aluminates tetrahedral is balanced by the presence of alkali metals cation.Process of setting - polycondensation differs from cement hardening.

Structure consists of tetrahedral aluminates and silicates units in different reciprocal ratio: basic structural units (-Si-O-Al-O- bonds).

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Geopolymer:•1113 and 1030 cm-1: asymmetric Al-O and Si-O stretching

778 and 694 cm-1:•777 cm-1: Si-O-Si vibration•696 cm-1: vibration of tetrahedrons

Infrared Spectroscopy

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Si AlO

O

OO

O

O

O

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After short time gel hardens into a geopolymer

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20 nm

0.20M10F65