Welcomes you 1 JSW is a $11 billion group with presence across key - - PowerPoint PPT Presentation

Welcomes you

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JSW is a $11 billion group with presence across key sectors including recent foray into cement business

India’s leading integrated steel producer with 18MTPA steel capacity South India’s largest manufacturer

• f ‘Portland

Slag Cement’ with a capacity

• f 8.6 MTPA

Services the entire energy value chain with a total capacity of 4,531MW Operates environment friendly seaports & terminals with capacity of 33MTPA $11 Billion Indian Conglomerate Coming Soon…

Paints

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With your support we have successfully established PSC in South India and garnered ~5% market share in optimal time

2.9 2.4 1.6 2014- 15 2015- 16 2013- 14 5% PSC 63% 32% PPC OPC

India Market Composition JSW Cement Footprint in India JSW PSC Sale Volumes* (Million MT) Other Key Factors

Strong distribution network with 1,800 dealers & 4,500 sub-dealers Sustained PR and presence on OOH, News papers and Magazines Participation in various conclaves, seminars and exhibitions

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*Includes PSC sale volumes in South India – TN, KL, KN, AP, TL, MH

Current Presence Expansion Plan

Expansion Plan

• Phase I

Additional 10 MTPA by 2018

• Phase II

By 2020 the capacity of PSC grows to 25 MTPA

Nandyal, Vijaynagar & Dolvi 8.6 MTPA West Bengal 2X1.2 MTPA 2017 Orissa 1X1.2 MTPA 2017 Tamilnadu 2X1.2 MTPA 2018 4

India’s First Green Cement – Maintaining the Eco System

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Issued by CII

Digital Presence

• New JSW Cement www.jswcement.in – Exclusive website developed
• Facebook Engagement activities
• Linkedin Page created

Ordinary Portland Cement - 33 Gr, 43 Gr, 53 Gr Blended Cement

• PPC, PSC, Masonry

Special Cement - White cement, SRC, Oilwell, Quick setting,

Low heat, High Alumina, Low Alkali …etc.

Types of Cement

Type of cement Requirements OPC 33Gr IS:269-2015 OPC 43Gr IS:269-2015 OPC 53Gr IS:269-2015 PPC IS:1489-2015 PSC IS:455- 2015 Physical Requirements

• Fineness (m2/Kg) – min.
• Setting Time (minutes)

I.S.T - min F.S.T – max

• Soundness

Le Chat expn (mm) - max Autoclave expn (%) –max

• Comp Strength (Mpa)-min

3d 7d 28d

• Drying Shrinkage(%)-max

225 30 600 10 0.8 16 22 33 (48 max)

• 225

30 600 10 0.8 23 33 43 (58 max)

• 225

30 600 10 0.8 27 37 53

• 300

30 600 10 0.8 16 22 33 0.15 225 30 600 10 0.8 16 22 33

• PROPERTIES OF

CEMENT

Great Pyramid - Giza St Peter’s Basilica – Vatican city Qutb Minar - Delhi Colosseum - Rome Leaning Tower of Pisa, Italy

Concrete - developments

• Stronger concrete will have all the desirable properties.
• 1995 survey report -National Cooperative Highway Research Programme

(NCHRP), USA – premature deterioration of concrete bridges built with OPC – lack of durability.

• Even in India premature deterioration of concrete structures within 10-20

years.

Concrete - developments

• Durability was greater challenge than the strength of concrete.
• Special attention to durability aspects of concrete inIS:456-2000.
• Incorporation of mineral admixtures such as GGBS, Flyash, Silica fumes ... in

codes mainly to enhance the durability of concrete.

• IS:456 also permitted the use of PPC and PSC.

Concrete - developments

Infrastructure development is undergoing transformation. It has been recognised that the use of OPC alone or using OPC in high percentage in concrete is not only coming in the way of Greener construction (Sustainability) but also leads to many disadvantages in particular with the following:

a. Drying shrinkage b. Excess heat of hydration c. Continued increase in permeability d. Lack of resistance to chemical attacks

Strength Durability Sustainability

Concrete - developments

Sustainability

• It is the ability to sustain or capacity to Endure.
• To make our natural resources available to our

future generation.

• Use of natural resources responsibly without

harming Environment.

• It is doing more with less(Natural resources)
• “I need” based living not “I want” based living.

Cement?

1 MT of OPC:

• 1.5 MT of Lime stone
• 0.25 MT of Coal
• 70 – 90 units of electricity
• Liberates 1 MT of CO2

Is it a sustainable product?

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PSC has an added advantage over OPC as it increases durability against environmental conditions due to slag content

OPC Cement Water

C-S-H gel

Ca(OH)2

Prone to environmenta l attacks

Primary Reaction Slag (GGBS)

C-S-H gel

Secondary Reaction

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PSC has an added advantage over OPC as it increases durability against environmental conditions due to slag content

OPC Cement Water

C-S-H gel

Ca(OH)2

Prone to environmenta l attacks

Primary Reaction Slag (GGBS)

C-S-H gel

Secondary Reaction Double hydration and subsequent CSH leads to a reduction in pores over time 3 days 7 days 28 days Pores CSH gel filling pores

Requirements of Quality of Concrete in different Environmental Conditions (Table 5, IS:456:2000)

SI No. Exposure Plain Concrete Reinforced Concrete Minimum Maximum Minimum Minimum Maximum Minimum Cement Free W -C Grade of Cement Free Water - Grade of Content Ratio Concrete Content Cement Concrete kg/m3 % kg/m3 Ratio (1) (2) (3) (4) (5) (6) (7) (8)

i) Mild 220 0.60

• 300

0.55 M20 ii) Moderate 240 0.60 M15 300 0.50 M25 iii) Severe 250 0.50 M20 320 0.45 M30 iv) Very severe 260 0.45 M20 340 0.45 M35 v) Extreme 280 0.40 M25 360 0.40 M40 NOTES

• 1. Cement content prescribed in this table is irrespective of the grades of cement and it is inclusive of additions mentioned in 5.2. The

additions such as fly ash or ground granulated blast furnace slag may be taken into account in the concrete. composition with respect to the cement content and water-cement ratio if the suitability is established & as long as the maximum amounts taken into account do not exceed the limit of pozzolana and slag specified in IS 1489 (PartI) & IS 455 respectively

• 2. Minimum grade for plain concrete under mild exposure condition is not specified

IS 456: 2000 RECOMMENDS THE USE OF BLENDED CEMENT AT DIFFERENT CONDITIONS.

CLASS CONCENTRATION OF SULPHATES AS SO3 TYPE OF CEMENT MINIMUM CEMENT CONTENT Kg/m3 MAXIMUMWAT ER / CEMENT RATIO IN SOIL (TOTALSO3) (WT %) IN GROUND WATER (g/l) (1) (2) (3) (4) (5) (6) 1. < 0.2 < 0.3 OPC,PSC OR PPC 280 0.55 2. 0.2 – 0.5 0.3 – 1.2 OPC,PSC OR PPC SRC OR SSC 330 310 0.50 0.50 3. 0.5 – 1.0 1.2 – 2.5 PSC OR PPC SRC OR SSC 350 330 0.45 0.50 4. 1.0 – 2.0 2.5 – 5.0 SRC , SSC 370 0.45 5. > 2.0 > 5.0 SRC, SSC WITH PROTECTIVE COATING 400 0.40

IS456 : 2000

DURABILITY OF CONCRETE: (Table 4 Requirement for Concrete exposed to sulphate attack )

CONCRETE IN SEA WATER Clause 8.2.8 of IS: 456-2000

Concrete in sea water or exposed directly along the sea coast shall be M20 Grade in case of plain concrete and M30 in case of Reinforced Concrete . The use of slag or pozzolona cement is advantageous under such conditions

ALKALI AGGREGATE REACTION

• 8.2.5.4 (b) Use of low alkali ordinary portland

cement having total alkali content not more than 0.6% (as Na2O equivalent)

• Further advantage can be obtained by use of flyash

(grade 1) conforming to IS 3812 or ggbs conforming to IS 12089 as part replacement of OPC .

Eco friendly Products of JSW Cement for Promoting Sustainable Construction

• Portland Slag Cement (PSC)
• Ground Granulated Blast Furnace Slag (GGBS)

• Non metallic product.
• Consisting of glass containing silicates

and aluminates of lime.

• Developed simultaneously with iron in

blast furnace.

• Obtained

by rapidly chilling

• r

quenching with water or steam and air.

Blast Furnace Slag

BF Slag Steel Slag

Chemical Composition Of Slag (As per IS 12089:1989) SILICA LIME ALUMINA IRON MAGNESIA GLASS CONTENT

CHEMICAL COMPOSITION RANGE (%)

Microscopic examination reveals the glassy nature of GGBS particles

27 - 32 30 - 40 17 - 31 0 - 1 0 - 17 85% MIN.

Heat Of Hydration in PSC & OPC

20 40 60 80 100 3 DAYS 7 DAYS 28 DAYS

42.63 60.26 72.04 66.74 82.27 95.17

Heat of Hyderation ( Cal/ gm)

Temperature Rise in PSC Vs OPC & PPC Concrete

20 25 30 35 40 5000 10000 15000 20000 25000 30000 35000 40000 45000

Age, minute Temperature, Degree C

PSC Concrete OPC Concrete

Temp Rise-PPC vs PSC Concrete

10 20 30 40 50 60 70 1 4 7 10 13 16 19 22 25 28 31 34 37 40 43 46 49 52 55 58 61 64 67 70

Time in hrs Temp Deg C

Core Temp PPC Core Temp PSC

Source: NCCBM

Chloride Ion Permeability

Chloride Ion Penetrability Limits as per ASTMC 1202 -97 Charges (Coulombs) CL Ion Penetrability > 4000 High 2000 - 4000 Moderate 1000 - 2000 Low 100 - 1000 Very Low < 100 Negligible

GGBS replacement level Average 0% 2220 25% 1034 40% 628 50% 526

Source RMC India Readymix Source: SCA

Improved Corrosion Resistant

Portland slag cement/GGBS lead to increase electrical resistivity of concrete and reduce diffusivity of chloride ions from outside. The resistance to corrosion of reinforced steel in concrete is enhanced due to less proportion of chloride ions available in pore solution. Cement Diffusivity 10-9 Cm2/g OPC 44.7 PPC (70:30) 14.7 PSC (45:55) 4.1

Improved Sulphate Resistance

The Portland Slag Cement containing active slag in required proportion offer an improved resistance to sulphate attack because of depletion of Ca(OH)2, lower C3A content as well as improved water tightness of concrete.

SULPHATE ATTACK

Cement + WATER CSH + Ca (OH)2

+ SULPHATES - SOIL / WATER

CaSO4 2H2O REACTS WITH C3A OF CEMENT Cal - SULPHO ALUMINATE (ETTRINGITE)

• VOL. EXPANSION

Durability of Concrete

JSW Slag Products (PSC/GGBS)

• Eco Friendly

The products of BF Slag are highly regarded as environment friendly materials that can protect the environment by limiting the exploitation of natural resources and reduce the amount of energy consumed in the mining of natural Resources.

ECO FRIENDLY

TO ACHIEVE SUSTANIBILITY IN CONSTRUCTION

GGBS manufacture typically releases 52 kg of CO2/t of GGBS: about 5% of the carbon footprint of normal Ordinary Cement

Material Embodied CO2 (Kg./tone) Portland cement, CEM I 930 Addition/s

• r

cement constituent GGBS 52 Fly ash 4 Limestone 32 Minor additional constituent 32 Aggregate 4 Reinforcement 427

Advantages of using PSC / GGBS

GGBS / PSC Concrete Lesser Cracking Increased durability Improved resistance to Acid, Chloride, Sulphate & fire Improves Concrete Properties

• Improves

Ultimate & Flexural Strength of Concrete

• Max. Reduction

in heat of hydration.

• High

Impermeability.

• Dispersion of

Cement Particles

• Particle Packing

Effect

• Secondary

Reaction

PSC / GGBS - APPLICATIONS

• RCC in all types of foundations and super structure works.
• General building construction.
• Express ways.
• Mass concrete works in Dams, Spillways, Canals, Foundations etc
• Under ground works, Retaining walls, culverts and drainage works
• Effluent and sewage treatment plants
• Grouts and Mortars and Cement based products
• Waterproofing, Plastering, brick work and finishing works
• Marine works

Trial 1 Trial 2 Cement - JSW PSC (W01-2014) 12.6 kg CA - 20 mm 20.65 kg CA - 12.5 mm 13.75 kg FA - M sand 22.53 kg free water 5.32 kg (after correction) Corrosion inhibitor - Kunal 60 g Plasticiser - Kunal conchem 0.50% 0.55% Slump - a) Initial Collapse Collapse b) 1 hr Collapse Collapse c) 2 hr 120 mm 170 mm *Comp Strength - a) 7d 37.9 MPa 42.7 MPa

• b) 28d

53.8 56.6 Concrete : M40 Cement : PSC Fine agg : Manufactured sand Plasticiser : PC based Design mix: 1:1.79:2.73

• Min. Cement: 400 kg/Cu.m

w-c ratio : 0.36 Slump after 2 hrs: 150-170 mm

Concrete Mix Design – Kochi Metro Rail Corporation

contractor

IL & SF Cement - JSW PSC (W11-2016) 403 kg CA - 20 mm 559 kg CA - 10 mm 559 kg FA - M sand 742kg free water 145.8 kg (after correction) Plasticiser - Master poly heeo 8632(BASF) 0.6% Slump - a) Initial Collapse b) 1 hr 200mm c) 2 hr 165mm *Comp Strength - a) 7d 37.5 MPa

• b) 28d

45.8 MPa Concrete : M35 Cement : PSC Fine agg : Manufactured sand Plasticiser : PC based Design mix: 1:1.84:2.77

• Min. Cement: 403 kg/Cu.m

w-c ratio : 0.36 Slump after 2 hrs: 150-170 mm

Concrete Mix Design – Bangalore Metro Railway Corporation Ltd.

Cement - JSW PSC 395 kg CA - 20 mm 454 kg CA - 12.5 mm 679 kg FA - R sand 816kg free water 144 L Corrosion inhibitor – EPCO KP 200 2 Kg Plasticiser - 1.78 L *Comp Strength - a) 7d 22.4 MPa

• b) 28d

36.5 MPa Concrete : M30 Cement : PSC Fine agg : River / M sand Plasticiser : SWC Chrysoplast delta D785 Design mix: 1:2.06:2.86

• Min. Cement: 395 kg/Cu.m

w-c ratio : 0.36

Concrete Mix Design – JBF Petrochemicals Mlore (Petron)

Cement - JSW PSC 435 kg CA - 20 mm 709 kg CA - 12.5 mm 469 kg FA - R sand 754 kg free water 154 L Corrosion inhibitor – EPCO KP 200 2.1 Kg Plasticiser - 2.6 L *Comp Strength - a) 7d 29.2 MPa

• b) 28d

42.4 MPa Concrete : M35 Cement : PSC Fine agg : River / M sand Plasticiser : SWC Chrysoplast delta D785 Design mix: 1:1.73:2.71

• Min. Cement: 435 kg/Cu.m

w-c ratio : 0.35

Grade of Concrete M30

Cement - JSW PSC 340 kg CA - 20 mm 709 kg CA - 12.5 mm 469 kg FA - M sand 754 kg free water 152 L Super Plasticiser 2.55 L Slump 65 mm *Comp Strength - a) 7d 27.5 MPa

• b) 28d

39.4 MPa

Concrete Mix Design

Source: RMC ReadyMix (India)

Grade of Concrete M40

Cement - JSW PSC 450 kg CA - 20 mm 626 kg CA - 12.5 mm 469 kg FA - M sand 418 kg free water 171 L Plasticiser - CONPLAST P211 (M) 1.8 L Slump 65 mm *Comp Strength - a) 7d 29.5 MPa

• b) 28d

49.3 MPa Source: CivilAid)

Mix design with PSC

Mix design with OPC + GGBS

M25 Concrete M35 Concrete

Source: CivilAid

Concrete strength development with different types of cement

Concrete with PSC has continued to show higher strengths beyond 28 days in comparison to those made with OPC and PPC

A Comparison Slag Based Products vs Flyash Based Products

Oxides Cement Clinker (%) PSC (%) GGBS (%) Fly ash (%) Cao 62 45 40 SiO2 22 33 35 55 Al2O3 5 10 14 30 MgO 3 6 8 < 1 Fe2O3 4 1 0.5 6 < 2

Portland Slag Cement (PSC) & GGBS have been approved by various Government, Semi Government & Private Organisations for Durable Concrete

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PWD – Karnataka (extract of Schedule of Rates)

DMRC Approval for using PSC

www.slagcement.org

for more details,

Remember JSW Cement

• India’s First Green Cement

as and when you think of Sustainable Construction

Thank You

For more details, contact: 1800 266 266 1

www.jswcement.in

A Comparison Slag Based Products vs Flyash Based Products

Oxides Cement Clinker (%) PSC (%) GGBS (%) Fly ash (%) Cao 62 45 40 SiO2 22 33 35 55 Al2O3 5 10 14 30 MgO 3 6 8 < 1 Fe2O3 4 1 0.5 6 < 2