IS 6932 Part 51973AI Search Enabled✦ AI Generated

Method of test for building limes Determination of un hydrated oxide, Part v: Determination of un hydrated oxide

IS 6932 Part 5:1973 specifies the test methods for determining the unhydrated oxide content in building limes. It provides detailed procedures for sample preparation, drying, thermogravimetric analysis, and chemical analysis to accurately quantify unhydrated oxides and sulphur trioxide content. This standard is essential for quality control and assessment of building lime materials used in construction and civil engineering applications.

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41Clauses Indexed
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1973Edition
Building Limes and Gypsum ProductsCategory
Alternative search terms: IS 6932 Part 5 PDF, IS 6932 Part 5 pdf free download, IS 6932 Part 5 free download pdf, IS6932Part5 PDF, IS-6932-Part-5 PDF, IS 6932 Part 5 1973 PDF, IS 6932 Part 5:1973 PDF, IS 6932 Part 5-1973 PDF, IS 6932 Part 5 (1973) PDF, IS 6932 Part 5 1973 edition PDF, IS 6932 Part 5 edition 1973 PDF

What This Standard Covers

IS 6932 Part 5:1973 specifies the test methods for determining the unhydrated oxide content in building limes. It provides detailed procedures for sample preparation, drying, thermogravimetric analysis, and chemical analysis to accurately quantify unhydrated oxides and sulphur trioxide content. This standard is essential for quality control and assessment of building lime materials used in construction and civil engineering applications.

Who Uses This Standard

  • Civil Engineers
  • Materials Testing Laboratories
  • Quality Control Engineers
  • Construction Material Suppliers
  • Research and Development Scientists
  • Building Lime Manufacturers
  • Laboratory Technicians

Key Topics Covered

Sample preparation and drying procedures
Thermogravimetric analysis for unhydrated oxide
Use of autoclave for sample treatment
Chemical analysis methods for sulphur trioxide content
Equipment specifications including furnace and thermobalance
Calculation methods for oxide and hydrate content
Reagent specifications and preparation
Temperature and pressure control during testing
Loss on ignition and residue determination
Reporting and rounding off test results
Safety and handling of testing apparatus
Standard references for related test methods

Table of Contents

1Scope

IS 6932 Part 5 - Scope & Key Calculation Formulas

Scope (Summary)

  • Methods of tests for building limes.
  • Applies to chemical analysis and physical testing.
  • Uses distilled/reagent grade water as per IS 1070:1992.
  • Covers calculation methods for lime components.

Key Calculation Steps (Clause 3.6.2.5)

StepDescriptionFormula/Multiplier
a)Chemically combined water (X)X = Loss on ignition − CO₂ content
b)Calcium oxide equivalents:
CaO from CO₂ = CO₂ × 1.275
CaO from SO₃ = SO₃ × 0.700
Water equivalent of remaining CaO = Remaining CaO × 0.3213 (r)
c)Remaining combined water (Z)Z = X − Y (Y = water equivalent of CaO)
Magnesium oxide equivalentMgO eq = Z × 2.238

Notes:

  • Use distilled water as reagent (IS 1070:1992).
  • Rounding off values per IS 2-1960.
  • Chemical conversions rely on molecular weight ratios.

flowchart TD
    A[Loss on Ignition] -->|Subtract CO₂| B[Combined Water (X)]
    B -->|Subtract Water equiv. of CaO (Y)| C[Remaining Water (Z)]
    CO2 -->|×1.275| CaO_CO2
    SO3 -->|×0.700| CaO_SO3
    Total_CaO -->|Subtract CaO_CO2 + CaO_SO3| Remaining_CaO
    Remaining_CaO -->|×0.3213| Water_equiv_CaO (Y)
    Z -->|×2.238| MgO_equiv

This concise summary and formulas help you perform lime chemical analysis per IS 6932 Part 5.

2Preparation of the Sample

Preparation of the Sample as per IS 6932 Part 5 (1973)

  • Sample Selection:
    Follow IS 712-1973 Clause 7.3 for selecting the sample for analysis.

  • Sample Preparation (Clause 2.1):
    Prepare the sample as per IS 712-1973 Clause 7.2 (typically involves drying, grinding, and sieving).

  • Slaking (Clause 3.1):

    • Slake the sample at 25 ± 2°C (see IS 6932 Part III).
    • Use enough water to form a stiff putty.
    • Dry the slaked sample in vacuum until constant mass is achieved.
  • Chemical Analysis Procedure (Clause 3.6.2.3):

    1. Weigh 2.5 g of sample.
    2. Add 10 ml cold water, stir to break lumps.
    3. Add 20 ml dilute HCl, heat until dissolution.
    4. Filter and wash residue with hot water.
    5. Dilute filtrate to 250 ml, heat to boiling.
    6. Add 10 ml hot barium chloride dropwise with stirring.
    7. Boil 10 min, stand overnight, filter (Whatman No.42).
    8. Incinerate filter paper + precipitate, weigh BaSO4.
    9. Calculate SO3:
      [ \text{SO}_3 = \text{Mass of } \text{BaSO}_4 \times 0.343 ]

Key Formula for SO3 Content

ParameterValue/Formula
Mass of sample2.5 g
Volume of water10 ml
Volume of dilute HCl20 ml
Volume of BaCl210 ml (hot)
Dilution volume250 ml
SO3 Calculation(\text{SO}_3 = \text{Mass of BaSO}_4 \times 0.343)

flowchart TD
    A[Weigh 2.5 g sample]
3Apparatus and Equipment

IS 6932 Part 5: Apparatus and Equipment Key Formulas & Specifications


1. Calculations (Clause 3.6.2.5)

StepFormula / Description
a)Chemically combined water, X = Loss on ignition - CO₂ content
b)CaO equivalents: <br> - CO₂ × 1.275 <br> - SO₃ × 0.700 <br> Remaining CaO water equivalent = Remaining CaO × 0.3213 (r)
c)Remaining combined water, Z = X - Y <br> MgO equivalent = Z × 2.238

2. Autoclave Specifications (Clause 3.3.6)

  • Pressure Gauge: Dial diameter = 114 mm, scale 0 to 40 kg/cm², divisions ≤ 0.5 kg/cm²
  • Operating Pressure: 21 kg/cm² reached within 45–75 minutes
  • Pressure Drop: From 21 kg/cm² to <1 kg/cm² within 12 hours after cutoff
  • Safety: Automatic pressure control, safety valve, vent valve on lid

3. Furnace (Clause 3.3.5)

  • Temperature controllable up to 1100°C - 1400°C
  • Adjustable height using chain mechanism

Summary Diagram: Apparatus Flow

flowchart LR
    LOI[Loss on Ignition]
    CO2[CO₂ Content]
    X[Chemically Combined Water (X)]
    CaO[Calcium Oxide Total]
    SO3[SO₃ Content]
    CaO_eq[CaO Equivalents]
    Y[Water Equivalent of CaO]
    Z[Remaining Combined Water (Z)]
    MgO_eq[MgO Equivalent]

    LOI -->|Subtract CO₂| X
    CO2 -->|×1.275| CaO_eq
    SO3 -->|×0.700| CaO_eq
    CaO -->|Subtract CaO_eq| RemainingCaO
    RemainingCaO -->|×0.3213| Y
    X -->|Subtract Y| Z
    Z -->|×2.238| MgO_eq

4Test Procedure

IS 6932 Part 5: Test Procedure - Key Formulas & Specifications

Sample Preparation

  • Follow Clause 2.1 referencing IS 712:1973, Section 7.2 for sample preparation.

Calculation Procedure (Clause 3.6.2.5)

StepDescriptionFormula/Operation
a)Calculate chemically combined water (X)X = Loss on ignition - CO₂ content
b)Calculate CaO equivalents of CO₂ and SO₃, subtract from total CaOCaO_CO₂ = CO₂ × 1.275<br>CaO_SO₃ = SO₃ × 0.700<br>Remaining CaO = Total CaO - (CaO_CO₂ + CaO_SO₃)<br>Water equivalent = Remaining CaO × 0.3213
c)Calculate remaining combined water (Z) and MgO equivalentZ = X - Water equivalent from b)<br>MgO equivalent = Z × 2.238

Notes

  • This alternative method is included because some labs may lack instruments for the earlier test.
  • Ensure all chemical contents (CO₂, SO₃, CaO) are accurately determined before calculations.

flowchart TD
    A[Loss on Ignition] -->|Subtract CO₂| B[Chemically Combined Water (X)]
    B --> C[Calculate CaO Equivalents]
    C --> D[Subtract CaO Equivalents from Total CaO]
    D --> E[Calculate Water Equivalent]
    E --> F[Subtract from X to get Z]
    F --> G[Calculate MgO Equivalent]

This concise procedure ensures proper evaluation of combined water and oxide equivalents per IS 6932 Part 5.

5Determination of Unhydrated Oxide

IS 6932 Part 5 - Clause 3.6.2.5: Determination of Unhydrated Oxide

Key Calculations for Unhydrated Oxide:

  1. Chemically Combined Water (X):
    [ X = \text{Loss on Ignition} - \text{CO}_2 \text{ content} ]

  2. Calcium Oxide Equivalents:

    • For CO₂: Multiply by 1.275
    • For SO₃: Multiply by 0.700
      Subtract these from total estimated CaO.
  3. Water Equivalent of Remaining CaO (Y):
    [ Y = \text{Remaining CaO} \times 0.3213 ]

  4. Remaining Combined Water (Z):
    [ Z = X - Y ]

  5. Magnesium Oxide Equivalent:
    [ \text{MgO Equivalent} = Z \times 2.238 ]


Summary Table:

ParameterFormula/Multiplier
Chemically Combined Water (X)Loss on Ignition − CO₂
CaO equivalent of CO₂CO₂ × 1.275
CaO equivalent of SO₃SO₃ × 0.700
Water equivalent of remaining CaO (Y)Remaining CaO × 0.3213
Remaining combined water (Z)X − Y
MgO EquivalentZ × 2.238

This method ensures accurate quantification of unhydrated oxides in lime samples by correcting for CO₂ and SO₃ influences and converting water content to oxide equivalents.

6Determination of Sulphur Trioxide Content

IS 6932 Part 5 — Determination of Sulphur Trioxide (SO₃) Content

Procedure Summary (Clause 3.6.2.3)

  • Weigh ~2.5 g sample.
  • Add 10 ml cold water, stir to break lumps.
  • Add 20 ml dilute HCl, heat until dissolved.
  • Filter and wash residue.
  • Dilute filtrate to ~250 ml, boil.
  • Add 10 ml hot barium chloride dropwise with stirring.
  • Boil 10 min, stand overnight.
  • Filter on Whatman No. 42, wash with boiling water.
  • Incinerate filter paper with precipitate in platinum crucible to constant mass (BaSO₄).

Calculation (Clause 3.6.2.4 & 3.6.2.5)

  • SO₃ % by mass = Mass of BaSO₄ × 0.343 / Mass of sample × 100

Additional Calculations (Clause 3.6.2.5)

ParameterFormula
Chemically combined water (X)Loss on ignition − CO₂ content
CaO equivalents of CO₂CO₂ × 1.275
CaO equivalents of SO₃SO₃ × 0.700
Remaining CaO (r)Total CaO − (CaO from CO₂ + CaO from SO₃)
Water equivalent of r (Y)r × 0.3213
Remaining combined water (Z)X − Y
MgO equivalent of ZZ × 2.238

Key Constants

  • BaSO₄ to SO₃ factor: 0.343
  • CO₂ to CaO: 1.275
  • SO₃ to CaO: 0.700
  • CaO to water: 0.3213
  • Water to MgO: 2.238

This method ensures accurate SO₃ quantification essential for quality control in cement and related materials.

7Calculation

IS 6932 Part 5 - Key Formulas for Calculation (Clause 3.6.2.5)

  1. Calculate chemically combined water (X):
    [ X = \text{Loss on Ignition} - \text{Carbon Dioxide (CO}_2) ]

  2. Calculate calcium oxide (CaO) equivalents:

    • For CO₂: multiply by 1.275
    • For Sulphur trioxide (SO₃): multiply by 0.700
      Subtract these from total CaO, then calculate water equivalent of remaining CaO:
      [ \text{Water equivalent} = \text{Remaining CaO} \times 0.3213 ]
  3. Calculate remaining combined water (Z):
    [ Z = X - Y ] where ( Y ) = water equivalent of remaining CaO.

  4. Calculate magnesium oxide (MgO) equivalent:
    [ \text{MgO equivalent} = Z \times 2.238 ]


Summary Table:

ParameterFormula/Factor
Chemically combined water (X)Loss on Ignition − CO₂
CaO equivalent for CO₂CO₂ × 1.275
CaO equivalent for SO₃SO₃ × 0.700
Water equivalent of remaining CaO (Y)Remaining CaO × 0.3213
Remaining combined water (Z)X − Y
MgO equivalentZ × 2.238

This method helps in the chemical analysis-based estimation of lime constituents for quality control.

8Reporting of Results

IS 6932 Part 5: Reporting of Results — Key Formulas & Specifications

Clause 3.6.2.5 Calculations Summary:

StepCalculation DescriptionFormula/Factor
a)Chemically combined water (X) = Loss on ignition - CO₂X = LOI - CO₂
b)Calculate CaO equivalents of CO₂ and SO₃, subtract from total CaO; then water equivalent of remaining CaOCaO_CO₂ = CO₂ × 1.275<br>CaO_SO₃ = SO₃ × 0.700<br>Water_eq = Remaining CaO × 0.3213
c)Remaining combined water (Z) = X - Y; MgO equivalent = Z × 2.238Z = X - Y<br>MgO_eq = Z × 2.238

Notes:

  • X = chemically combined water after removing CO₂.
  • Y = water equivalent of remaining CaO after removing CO₂ and SO₃ effects.
  • Use distilled water as reagent per IS:1077-1960.
  • Rounding off numerical values should follow the revised rules in the code.

Quick Reference Table for Equivalents:

ComponentMultiplier for CaO EquivalentMultiplier for Water EquivalentMultiplier for MgO Equivalent
CO₂1.275--
SO₃0.700--
Remaining CaO-0.3213-
Remaining Water--2.238

This method helps in precise quantification of lime and combined water content in samples, crucial for quality control in building limes.

flowchart TD
    LOI[Loss on Ignition]
    CO2[CO₂ Content]
    SO3[SO₃ Content]
    CaO_Total[Total CaO Estimated]

    LOI -->|Subtract CO₂| X[Chemically Combined Water (X)]
    CO2 -->|×1.275| CaO_CO2[CaO Equivalent of CO₂]
   
9Safety Precautions

IS 6932 Part 5 - Safety Precautions: Key Calculations & Specifications

From Clause 3.6.2.5 (Calculations):

  1. Chemically Combined Water (X):
    [ X = \text{Loss on ignition} - \text{CO}_2 ]

  2. Calcium Oxide Equivalents:

    • For (\text{CO}_2): multiply by 1.275
    • For (\text{SO}_3): multiply by 0.700

    Subtract these from total estimated (\text{CaO}).

  3. Water Equivalent of Remaining (\text{CaO}) (Y):
    [ Y = \text{Remaining } \text{CaO} \times 0.3213 ]

  4. Remaining Combined Water (Z):
    [ Z = X - Y ]

  5. Magnesium Oxide Equivalent:
    [ \text{MgO equivalent} = Z \times 2.238 ]


Additional Specifications:

  • Use distilled water as per IS: 1077-1960 for reagent purposes.
  • Follow rounding rules for numerical values as revised.
  • Refer to IS 6932 Part V for building lime specifications.

Summary Table:

ParameterFormula/Multiplier
Chemically Combined Water (X)Loss on ignition - CO₂
CaO equivalent for CO₂CO₂ × 1.275
CaO equivalent for SO₃SO₃ × 0.700
Water equivalent of CaO (Y)Remaining CaO × 0.3213
Remaining Combined Water (Z)X - Y
MgO EquivalentZ × 2.238

This ensures safe handling and accurate chemical analysis in lime quality control.

10References and Related Standards

IS 6932 Part 5 - References and Related Standards: Key Points

Key Calculations (Clause 3.6.2.5)

  • X = Chemically combined water = Loss on ignition - CO₂ content
  • Calculate CaO equivalents:
    • From CO₂: Multiply CO₂ by 1.275
    • From SO₃: Multiply SO₃ by 0.700
  • Calculate water equivalent of remaining CaO: Multiply remainder CaO by 0.3213
  • Remaining combined water (Z) = X - Y (water equivalent of CaO)
  • MgO equivalent of Z = Z × 2.238

Related IS Standards:

  • IS 1077-1960: Distilled water specification (used as reagent water)
  • IS 6932 (Part V) - 1973: Method for lime testing (instrumentation note)
  • Rules for rounding off numerical values (revised)
  • Specification for building limes (second revision)

Summary Table of Multipliers

ParameterMultiplierPurpose
CO₂ to CaO eq.1.275Convert CO₂ to calcium oxide eq.
SO₃ to CaO eq.0.700Convert SO₃ to calcium oxide eq.
CaO to water eq.0.3213Water equivalent of remaining CaO
Water to MgO eq.2.238MgO equivalent of remaining water

Contact & Offices (for reference)

  • Headquarters: Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002
  • Regional & Branch offices across India (Delhi, Kolkata, Chennai, Mumbai, Bangalore, etc.)

flowchart LR
    LOI(Loss on Ignition)
    CO2(Carbon Dioxide)
    SO3(Sulphur Trioxide)
    CaO(Calcium Oxide)
    X(Chemically Combined Water)
    Y(Water Equivalent of CaO)
    Z(Remaining Combined Water)
    MgO(Magnesium Oxide Equivalent)

    LOI -->|Subtract CO2| X
    CO2 -->|×1.275| CaO
    SO3 -->|

Popular Questions About IS 6932 Part 5

?What is the recommended procedure for preparing lime samples for testing?

Recommended Procedure for Preparing Lime Samples (IS 6932 Part 5):

  1. Sampling

    • Select sample as per IS 712-1973, Clause 7.3.
  2. Slaking

    • Slake the lime sample at 25 ± 2°C (per IS 6932 Part III).
    • Use enough water to form a stiff putty.
  3. Drying

    • Dry about 25 g of the slaked sample in vacuum until mass is constant (Clause 3.2 & 3.1).
  4. Weighing for Analysis

    • Accurately weigh 1.000 g of the dried sample in a platinum crucible (Clause 3.4.2).
  5. Autoclaving

    • Cover with a loosely fitting crucible.
    • Place in autoclave, raise pressure to 20.746 kg/cm² over 3 hours, maintain for 1 hour.
    • Gradually release pressure.
  6. Final Drying and Transfer

    • Dry crucible again in vacuum until constant mass.
    • Transfer contents quantitatively for thermogravimetric analysis.

This ensures consistent moisture content and accurate chemical analysis of hydrated lime samples.

?How is the unhydrated oxide content determined using thermogravimetric analysis?

Determination of Unhydrated Oxide Content by Thermogravimetric Analysis (IS 6932 Part 5):

  1. Sample Preparation:

    • Weigh 1.000 g of dried hydrated magnesium lime in a platinum crucible (Clause 3.4.2).
    • Autoclave at 20.746 kg/cm² for 3 hours, hold 1 hour, then dry in vacuum until constant mass.
  2. Thermogravimetric Analysis (TGA):

    • Heat the sample at a rate < 200°C/h.
    • Stop heating at 380°C and hold until mass stabilizes.
    • Resume heating after 10 min and continue until mass is constant (Clause 1.000).
  3. Calculations (Clause 3.238):

    • Loss between 280°C and 380°C corresponds to Mg(OH)₂ decomposition.

    • Calculate mass of Mg(OH)₂ in original hydrate:

      [ A = \text{Loss}_{280-380} \times 3.238 ]

    • Mass of Mg(OH)₂ in autoclaved hydrate = B.

    • Increase in Mg(OH)₂ mass = ( B - A ) indicates hydration progress.


Summary Table:

StepTemperature RangePurpose
Heating < 200°C/hUp to 380°CDehydrate sample
Hold at 380°CUntil mass stableEnsure complete dehydration
Calculate Mg(OH)₂ content280°C - 380°CDetermine unhydrated oxide
Loading diagram...

This method accurately quantifies unhydrated oxides by correlating mass loss to Mg(OH)₂

?What equipment is required to perform the tests specified in IS 6932 Part 5?

IS 6932 Part 5 (1973) specifies methods of tests for building limes. Although the exact equipment list is not detailed in the provided context, based on standard practices and references to IS 712:1984 and IS 1070:1992, typical equipment includes:

  • Balance: For weighing samples accurately (usually ±0.01 g precision).
  • Sieves: For particle size analysis as per IS 460.
  • Glassware: Beakers, measuring cylinders, and pipettes for reagent handling.
  • Water bath: For maintaining temperature during chemical reactions.
  • pH meter or indicators: For acidity/alkalinity tests.
  • Filtration apparatus: For separating solids from liquids.
  • Reagent grade water: As specified for preparation and dilution.
  • Stirring devices: Magnetic or manual for mixing samples.

Note: Clause 3.6.0 mentions inclusion of a method requiring simpler instruments due to limited availability in some labs.

Summary Table of Equipment

EquipmentPurpose
Analytical BalanceAccurate weighing
SievesParticle size distribution
GlasswareSample preparation and testing
Water BathTemperature control
pH Meter/IndicatorsChemical property measurement
Filtration SetupSeparation of solids/liquids
Reagent Grade WaterSample preparation
StirrerHomogeneous mixing

This aligns with IS 712 and IS 1070 references for lime testing.

?How is sulphur trioxide content measured and calculated in building limes?

Measurement and Calculation of Sulphur Trioxide (SO₃) Content in Building Limes (IS 6932 Part 5)

  1. Sample Preparation:

    • Weigh ~2.5 g of lime sample.
    • Add 10 ml cold water, stir to break lumps.
    • Add 20 ml dilute HCl, heat until dissolved.
    • Filter and wash residue thoroughly with hot water.
  2. Precipitation:

    • Dilute filtrate to ~250 ml.
    • Boil and add 10 ml hot barium chloride solution dropwise with stirring.
    • Boil for 10 minutes, stir, then let stand overnight.
  3. Filtration and Ignition:

    • Filter precipitate (BaSO₄) using Whatman No. 42 filter paper.
    • Wash with boiling water.
    • Place filter paper with precipitate in a weighed platinum crucible.
    • Slowly incinerate to ash without flaming.
    • Ignite to constant weight and weigh BaSO₄.
  4. Calculation:

[ \text{SO}_3 % = \text{Mass of BaSO}_4 \times 0.343 ]

  • 0.343 is the conversion factor from BaSO₄ to SO₃ by mass.

Summary:

StepKey Action
Sample weight2.5 g
ReagentsDilute HCl, BaCl₂ solution
PrecipitateBarium sulphate (BaSO₄)
Calculation factorMultiply BaSO₄ mass by 0.343 to get SO₃ %

Loading diagram...
?What are the temperature and pressure conditions specified for autoclave treatment?

Autoclave Treatment Conditions (IS 6932 Part 5):

  • Pressure:

    • Raise pressure to 20.746 kg/cm² (approx. 21 kg/cm²) in about 3 hours (Clause 3.4.2).
    • Maintain this pressure constant for 1 hour.
    • The autoclave should be capable of reaching 21 kg/cm² in 45 to 75 minutes (Clause 3.3.6).
    • After cutting off steam, pressure must drop from 21 kg/cm² to less than 1 kg/cm² in 12 hours.
  • Temperature:

    • Corresponding steam temperature for 21 kg/cm² gauge pressure is approximately 212°C (saturated steam tables).
    • Slaking temperature before autoclaving: 25 ± 2°C (Clause 3.1).
  • Equipment Features:

    • Autoclave must have thermometer well, automatic pressure control, safety valve, vent valve, and pressure gauge (0-40 kg/cm² scale).

Summary Table:

ParameterValueDuration
Pressure20.746 kg/cm² (~21 kg/cm²)Raise in ~3 hours
Pressure Hold20.746 kg/cm²1 hour
Pressure Drop21 → <1 kg/cm²12 hours
Temperature (steam)~212°C (at 21 kg/cm²)During pressure hold

Loading diagram...

This ensures proper autoclave curing per IS 6932 Part 5.

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