electric arc furnace steel slag as a raw material towards … · 2011. 6. 20. · hydration studies...

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Hydration studies Clinker production Electric arc furnace steel slag as a raw material towards the production of “green” cements R. I. Iacobescu 1 , D. Koumpouri 2 , R. Saban 1 , Y. Pontikes 3 , G. N. Angelopoulos 2 * 1 Department of Materials Science and Engineering, Politehnica University of Bucharest, 060032 Bucharest, Romania 2 Laboratory of Materials and Metallurgy, Department of Chemical Engineering, University of Patras, 26500 Rio,Greece 3 Department of Metallurgy and Materials Engineering, KULeuven, 3001 Heverlee, Belgium Abstract Two types of “green” cements, a belite (BC) and a ferroalumino-belite (FABC) one were produced, using 10wt.% electric arc furnace steel slag (EAFS) as a raw material. Raw materials, produced clinkers and hydrated products of the cement pastes were characterized by XRF, XRD, TG, SEM-EDS techniques and the physical and mechanical properties of the produced cements were measured. Raw materials analysis A BC and a FABC cement were produced with 10% EAFS addition. At 7 days, higher early strength was developed for the FABC (13,9MPa) than the BC (5MPa), due to the ettringite formation. At 28 days, BC (42,8MPa) develops higher compressive strength than FABC (18,3MPa) due to the late belite hydration. Conclusions 10 20 30 40 50 60 70 2, ( o ) 21 2 1 2 1 1 1 11 11 1 XRD pattern of limestone: 1-calcite, 2 quartz 10 20 30 40 50 60 70 2, ( o ) 4 2 1 4 3 77 7 3 5 55 1 3 XRD pattern of EAFS: 1 larnite, 2 gehlenite, 3 wüstite, 4 magnetite, 5 brownmillerite XRD pattern of flysch: 1 calcite, 2 quartz, 3 illite, 4 dolomite , 5 albite, 6 clinochlore 10 20 30 40 50 60 70 2) 3 2 1 6 6 2 22 3 4 5 1 2 2 2 2 6 XRD pattern of bauxite: 1 diaspore, 2 boehmite, 3 hematite 10 20 30 40 50 60 70 2, (o) 2 3 1 1 11 1 1 2 1 3 1 1,3 3 1,3 1 1 1 1 3 1 1 10 20 30 40 50 60 70 1 1 1 1 1 3 1 1 1,3 2 1 1 2, (o) 1 1 XRD pattern of gypsum: 1 gypsum, 2 quartz, 3 dolomite Chemical composition of the raw materials, XRF analysis (wt.%) Raw materials CaO Fe 2 O 3 SiO 2 Al 2 O 3 MnO MgO Cr 2 O 3 P 2 O 5 TiO 2 SO 3 Cl BaO Na 2 O K 2 O V 2 O 5 LOI Total EAFS 32.5 26.3 * 18.1 13.3 3.94 2.53 1.38 0.48 0.47 0.44 0.14 0.14 0.13 n.d. 0.06 0.00 99.91 Limestone 48.9 1.00 9.00 1.36 n.d. 0.65 n.d. n.d. n.d. n.d. n.d. n.d. 0.10 0.15 n.d. 38.00 97.16 Flysch 5.55 5.90 58.25 13.75 n.d. 2.86 n.d. n.d. n.d. 0.05 n.d. n.d. 1.10 2.50 n.d. 9.80 99.76 Bauxite 3.62 23.00 14.30 49.20 n.d. n.d. n.d. n.d. n.d. 0.23 n.d. n.d. n.d. n.d. n.d. 13.89 104.24 Gypsum 24.73 0.04 12.76 0.18 n.d. n.d. n.d. n.d. n.d. 39.30 n.d. n.d. n.d. n.d. n.d. 23.14 102.00 LOI: loss on ignitions, n.d.: not determined, * - FeO, Fe 2 O 3 Raw materials content in the raw meal, quality indexes and estimated mineralogical phases Clinker types Raw material proportions Quality indexes Mineralogical phases EAFS Limestone Flysch Bauxite Gypsum LSF AM SM C 3 S C 3 A C 2 S C 4 AF C 4 A 3 Ŝ C BC 10 77.00 13.0 - - 78.10 1.00 1.96 17.59 6.01 57.32 19.13 - - 0 FABC 10 64.50 - 18.70 6.8 70.45 1.51 0.59 - - 45.70 32.88 18.65 2.6 0.21 Clinker characterisation keV 2 keV 1 60μm 2 1 3 keV 3 SEM backscattered image with EDS spectrua of FABC clinker, polished section: 1,4-C 2 S, 2- C 4 AF, 3-C 4 A 3 Ŝ 2 4 1 3 3 2 4 1 40μm keV keV keV keV 10 20 30 40 50 60 1 2, ( o ) 3 3 ,4 4 4 2 ,2 2 2 ,2 ,2 2 2 2 1 1 1 1 1 ,1 1 1 4,1 1 1 ,3 2 24 4 10 20 30 40 50 60 2, ( o ) 1 3 1 2 1,3 21 1 1 2 2 2 2 Firing temperature: BC 1380⁰C FABC 1320⁰C soaking time 40min Milling of the raw materials at particles size < 90μm mixed in resulted amounts from Bogue estimation hand made pellets with diameter 15mm-20mm water addition pellets’ dehydration at 110°C/24 hours Fast cooling : hammer crushing air blowing Laboratory scale clinker production procedure SEM backscattered image with EDS spectra of BC clinker in polished section, nital 1% etched: 1-C 2 S, 2-C 3 S and 3-C 4 AF 1day 7μm 3days 10μm 28days 10μm 7days 10μm 0 200 400 600 800 1000 80 85 90 95 100 Temperature, o C 1d 3d 7d 28d Mass loss, % 30μm 2days 7days 7μm 30μm 28days 200 400 600 800 1000 93 94 95 96 97 98 99 100 1d 7d 28d Mass loss, % Temperature, ( o C) SEM, secondary micrographs of BC after 2 days, 7 days and 28 days of hydration TG results of FABC after 1, 3, 7 and 28 days of hydration Sectoral Operational Programme Human Resources Development 2007-2013 of the Romanian Ministry of Labour, Family and Social Protection through the Financial Agreement POSDRU/6/1.5/S/16. University of Patras through “Karatheodoris” 2011 research program. Y.P. is thankful to the Research Foundation - Flanders for the post- doctoral fellowship. Acknowledgements Introduction Nowadays, more than 40% of the global steel production takes place in EAF. It is associated with the generation of 20 million tones EAFS. In Europe only 16.7% is used for cement production. Belite and FAB cements can be characterized as “green” ones as they require lower firing temperatures and the CO 2 emission is reduced. Utilization of EAFS in belite cements will reduce their environmental impact. TG results of BC after 2, 7 and 28 days of hydration XRD pattern of FABC: 1 - brownmillerite (C 4 AF), 2 - larnite (C 2 S), 3 - yeelimite (C 4 A 3 Ŝ) XRD pattern of BC: 1 - alite (C 3 S), 2-belite (C 2 S), 3 - calcium aluminate (C 3 A) 4- brownmillerite (C 4 AF) SEM, secondary micrographs of FABC after 1 day, 3 days , 7 days and 28 days of hydration Physical and mechanical properties 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 0 5 10 15 20 25 30 35 40 45 50 compressive strength (MPa) curing time (days) BC FABC Compressive strength results of the cement paste after different curing time b) FABC milling time (sec) particle size (mm) 71 1.25 73 1.25 - 1.8 a) BC milling time (sec) particle size (mm) 97 1.25 103 1.25 - 1.8 Cement types Specific surface (cm 2 /g) Initial setting time (min.) Water demand (wt.%) Soundness (mm) BC 4057 20 27.6 1 FABC 4100 7 45 0.9 Physical properties of the cements and cements pastes, EN 196-3 and EN 196-6 Milling time for 50g of clinker vs. particle size a) BC, b) FABC

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Page 1: Electric arc furnace steel slag as a raw material towards … · 2011. 6. 20. · Hydration studies Clinker production Electric arcfurnace steel slag as a raw material towards theproductionof“green”cements

Hydration studies

Clinker production

Electric arc furnace steel slag as a raw material towards

the production of “green” cementsR. I. Iacobescu1, D. Koumpouri2, R. Saban1, Y. Pontikes3, G. N. Angelopoulos2*1Department of Materials Science and Engineering, Politehnica University of Bucharest, 060032 Bucharest, Romania2Laboratory of Materials and Metallurgy, Department of Chemical Engineering, University of Patras, 26500 Rio,Greece3Department of Metallurgy and Materials Engineering, KULeuven, 3001 Heverlee, Belgium

Abstract

Two types of “green” cements, a belite (BC) and a ferroalumino-belite (FABC) one were produced, using 10wt.% electric arc furnace steel slag (EAFS)

as a raw material. Raw materials, produced clinkers and hydrated products of the cement pastes were characterized by XRF, XRD, TG, SEM-EDS

techniques and the physical and mechanical properties of the produced cements were measured.

Raw materials analysis

• A BC and a FABC cement were produced with 10% EAFS addition.

• At 7 days, higher early strength was developed for the FABC

(13,9MPa) than the BC (5MPa), due to the ettringite formation.

• At 28 days, BC (42,8MPa) develops higher compressive strength

than FABC (18,3MPa) due to the late belite hydration.

Conclusions

10 20 30 40 50 60 70

2q, (o)

2 12

1

2

11 1 11

1 1 1

XRD pattern of

limestone: 1-calcite,

2 – quartz

10 20 30 40 50 60 70

2q, (o)

4

2

1

43

77

7

3

5 55 1

3

, ( )

XRD pattern of EAFS: 1 –larnite, 2 – gehlenite, 3 –wüstite, 4 – magnetite, 5 –brownmillerite

XRD pattern of flysch:

1 – calcite, 2 – quartz,

3 – illite, 4 – dolomite ,

5 – albite, 6 – clinochlore

10 20 30 40 50 60 70

2q, (o)

3 216

622 2

345

1 22

2

2

6

XRD pattern of bauxite:

1 – diaspore, 2 –boehmite, 3 – hematite

10 20 30 40 50 60 70

2q, (o)

2

3

1

1

11

1

1

2

1

3

11,3

31,3

1

11

13

11

10 20 30 40 50 60 70

1111

13

111,3

2

11

2q, (o)

1

1

, ( )

XRD pattern of gypsum:

1 –gypsum, 2 – quartz, 3

– dolomite

Chemical composition of the raw materials, XRF analysis (wt.%)

Raw

materialsCaO Fe2O3 SiO2 Al2O3 MnO MgO Cr2O3 P2O5 TiO2 SO3 Cl BaO Na2O K2O V2O5 LOI Total

EAFS 32.5 26.3* 18.1 13.3 3.94 2.53 1.38 0.48 0.47 0.44 0.14 0.14 0.13 n.d. 0.06 0.00 99.91

Limestone 48.9 1.00 9.00 1.36 n.d. 0.65 n.d. n.d. n.d. n.d. n.d. n.d. 0.10 0.15 n.d. 38.00 97.16

Flysch 5.55 5.90 58.25 13.75 n.d. 2.86 n.d. n.d. n.d. 0.05 n.d. n.d. 1.10 2.50 n.d. 9.80 99.76

Bauxite 3.62 23.00 14.30 49.20 n.d. n.d. n.d. n.d. n.d. 0.23 n.d. n.d. n.d. n.d. n.d. 13.89 104.24

Gypsum 24.73 0.04 12.76 0.18 n.d. n.d. n.d. n.d. n.d. 39.30 n.d. n.d. n.d. n.d. n.d. 23.14 102.00

LOI: loss on ignitions, n.d.: not determined, * - FeO, Fe2O3

Raw materials content in the raw meal, quality indexes and estimated mineralogical phases

Clinker

typesRaw material proportions Quality indexes Mineralogical phases

EAFS Limestone Flysch Bauxite Gypsum LSF AM SM C3S C3A C2S C4AF C4A3Ŝ CŜ C

BC 10 77.00 13.0 - - 78.10 1.00 1.96 17.59 6.01 57.32 19.13 - - 0

FABC 10 64.50 - 18.70 6.8 70.45 1.51 0.59 - - 45.70 32.88 18.65 2.6 0.21

Clinker characterisation

keV

2

keV

1

60µm

21

3

keV

3

SEM backscattered

image with EDS

spectrua of

FABC clinker, polished

section: 1,4-C2S, 2-

C4AF, 3-C4A3Ŝ

2 4

1 3

3

2 4

1

40µm

keV

keV keV

keV

10 20 30 40 50 60

1

2q, (o)

33

,4

4

4

2,22

2

,2,2

22

2

111

11

,1

1

1

4,1

1

1

,3

2244

10 20 30 40 50 60

2q, (o)

1

3

1

2

1,3

2 11

12 222

Firing temperature: BC 1380⁰C

FABC 1320⁰C

soaking time 40min

Milling of the

raw materials

at particles size

< 90µm

mixed in resulted

amounts from

Bogue estimation

hand made

pellets with

diameter

15mm-20mm

water addition

pellets’ dehydration at

110°C/24 hours

Fast cooling : hammer crushing

air blowing

Laboratory scale clinker production procedure

SEM backscattered

image with EDS

spectra of BC clinker in

polished section, nital

1% etched: 1-C2S, 2-C3S

and 3-C4AF

1day

7µm

3days

10µm

28days

10µm

7days

10µm

0 200 400 600 800 1000

80

85

90

95

100

Temperature, oC

1d 3d 7d 28d

Mass loss, %

30µm

2days 7days

7µm 30µm

28days

200 400 600 800 100093

94

95

96

97

98

99

100 1d 7d 28d

Mass loss, %

Temperature, (oC)

SEM, secondary micrographs of BC after 2 days, 7 days and 28 days of

hydration

TG results of FABC after 1, 3, 7 and 28

days of hydration

üSectoral Operational Programme Human Resources Development

2007-2013 of the Romanian Ministry of Labour, Family and Social

Protection through the Financial Agreement POSDRU/6/1.5/S/16.

üUniversity of Patras through “Karatheodoris” 2011 research

program.

üY.P. is thankful to the Research Foundation - Flanders for the post-

doctoral fellowship.

Acknowledgements

Introduction

Nowadays, more than 40% of the global steel production takes place in EAF. It is associated with the generation of 20 million tones EAFS. In Europe

only 16.7% is used for cement production. Belite and FAB cements can be characterized as “green” ones as they require lower firing temperatures

and the CO2 emission is reduced. Utilization of EAFS in belite cements will reduce their environmental impact.

TG results of BC after 2, 7 and 28 days of

hydration

XRD pattern of FABC:

1 - brownmillerite (C4AF),

2 - larnite (C2S),

3 - yeelimite (C4A3Ŝ)

XRD pattern of BC:

1 - alite (C3S), 2-belite (C2S),

3 - calcium aluminate (C3A)

4- brownmillerite (C4AF)

SEM, secondary micrographs of FABC after 1 day, 3 days , 7

days and 28 days of hydration

Physical and mechanical properties

0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 320

5

10

15

20

25

30

35

40

45

50

co

mp

res

siv

e s

tre

ng

th (

MP

a)

curing time (days)

BC

FABC

Compressive strength results of the cement

paste after different curing time

b) FABC

milling time

(sec)

particle size

(mm)

71 1.25

73 1.25 - 1.8

a) BC

milling time

(sec)

particle size

(mm)

97 1.25

103 1.25 - 1.8

Cement

types

Specific surface

(cm2/g)

Initial setting

time (min.)

Water demand

(wt.%)

Soundness

(mm)

BC 4057 20 27.6 1

FABC 4100 7 45 0.9

Physical properties of the cements and cements pastes, EN 196-3

and EN 196-6

Milling time for 50g of clinker vs. particle size a) BC, b) FABC