IS 4832 PART 31968AI Search Enabled✦ AI Generated

chemical resistant mortars, Part III: Sulphur type
1968 Edition

IS 4832 Part 3 (1968) outlines the specifications for sulphur-based chemical resistant mortars primarily used for bonding acid-resistant masonry units. This standard covers the chemical makeup, physical characteristics, resistance to chemicals, sampling protocols, testing methods, as well as packaging and labeling requirements. It is crucial for professionals involved in acid-resistant flooring, tank linings, and industrial setups where chemical durability is critical, especially against most acids but excluding concentrated oxidizing acids and alkalis.

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What This Standard Covers

IS 4832 Part 3 (1968) outlines the specifications for sulphur-based chemical resistant mortars primarily used for bonding acid-resistant masonry units. This standard covers the chemical makeup, physical characteristics, resistance to chemicals, sampling protocols, testing methods, as well as packaging and labeling requirements. It is crucial for professionals involved in acid-resistant flooring, tank linings, and industrial setups where chemical durability is critical, especially against most acids but excluding concentrated oxidizing acids and alkalis.

Who Uses This Standard

  • Structural Engineers
  • Chemical Process Engineers
  • Manufacturers of Construction Materials
  • Quality Assurance Specialists
  • Industrial Flooring Experts
  • Contractors Specializing in Tank and Sump Linings
  • Materials Research Scientists

Key Topics Covered

Chemical formulation of sulphur mortars
Physical performance criteria
Resistance to chemical agents
Procedures for sampling and testing
Particle size distribution analysis of fillers
Guidelines on storage and shelf life
Packaging and marking protocols
Bonding strength and mechanical behavior
Resistance to thermal shock
Limits on moisture absorption
Behavior of filler settlement
Conformity and compliance standards

Table of Contents

0Overview and Essential Specifications

IS 4832 Part 3 (1968) - Overview & Principal Requirements

1. Objective

  • Defines the use of sulphur-based chemical resistant mortars for acid-proof brickwork, flooring, and linings.
  • These mortars resist most acids except concentrated oxidizing acids and are not suitable against alkalies.
  • For application guidelines, refer to IS:4442-1967.

2. Physical Criteria (Table 1)

PropertyLimit ValueUnit
Compressive strength (after 43 hours)Minimum 280kg/cm²
Tensile strength (after 48 hours)Minimum 30kg/cm²
Flexural strength (after 48 hours)Minimum 70kg/cm²
Bond strength (after 48 hours)Minimum 10kg/cm²
Retained strength post thermal shock testMinimum 20%Percentage
Moisture absorptionMaximum 1.0%Percentage
Variation in aggregate settlingMaximum 0.6-

3. Particle Size Distribution for Silica Filler (Clause 3.2)

IS Sieve SizePercentage Retained Limits
425 micronMaximum 5%
150 micronMinimum 10%
75 micronMinimum 35%

4. Additional Remarks

  • Avoid overheating sulphur mortar during preparation.
  • Chemical resistance details: IS:4442-1980 Table 1.
  • Testing procedures as per IS:4456 (Part II)-1967.

Sieve Analysis Summary Diagram:

graph LR
A[Silica Filler] --> B[425 micron sieve: ≤5% retention]
A --> C[150 micron sieve: ≥10% retention]
A --> D[75 micron sieve: ≥35% retention]

This section highlights the primary physical and chemical requirements alongside sieve analysis as per IS 4832 Part 3.

1Scope and Core Specifications

Scope & Principal Specifications of IS 4832 Part 3 (Sulphur-Based Chemical Resistant Mortars)

1. Scope (Clauses 2.0 & 3.3)

  • Defines the sulphur-type chemical resistant mortars.
  • A batch is accepted only when all tests meet the specified criteria.

2. Physical Performance Standards (Table 1, Clause 3.2)

PropertyMinimum / Maximum ValueReference Test Method (IS:4456 Part II)
Compressive Strength at 43 h≥ 280 kg/cm²Clause 2
Tensile Strength at 48 h≥ 30 kg/cm²Clause 3
Flexural Strength at 48 h≥ 70 kg/cm²Clause 4
Bond Strength at 48 h≥ 10 kg/cm²Clause 5
Strength Retained After Thermal Shock≥ 20%Clause 6
Moisture Absorption≤ 1.0%Clause 7
Aggregate Settling Variation≤ 0.6Clause 9

3. Silica Filler Sieve Analysis (Clause 3.2, Table A-4)

IS Sieve SizeMaximum / Minimum Percentage Retained
425 micronMaximum 5%
150 micronMinimum 10%
75 micronMinimum 35%

4. Additional Information

  • Chemical resistance reference: IS 4442-1980 Table 1.
  • Test sieves conform to IS 460 (Part I) - 1978.
  • Minimum batch quantity updated to 5000 kg.

flowchart TD
    A[Raw Materials] --> B[Silica Filler Sieve Analysis]
    B -->|Meets Criteria| C[Mixing with Sulphur]
    C --> D[Physical Testing (Strength, Absorption)]
    D --> E{All Tests Passed?}
    E -->|Yes| F[Batch Accepted]
    E -->|No| G[Retest or Reject]

This segment covers the scope, physical and sieve requirements, and testing criteria vital for adherence to IS 4832 Part 3.

2Terminology and Definitions

Terminology and Definitions in IS 4832 Part 3

Key Terminology (Clause 2.0)

  • Clarifies terms related specifically to sulphur-based chemical resistant mortars.
  • Establishes a standardized understanding for testing and quality control.

Physical Criteria (Clause 3.2, Table 1)

PropertyRequirementTest Reference (IS 4456 Part II)
Compressive strength (43 h) min280 kg/cm²Clause 2
Tensile strength (48 h) min30 kg/cm²Clause 3
Flexural strength (48 h) min70 kg/cm²Clause 4
Bond strength (48 h) min10 kg/cm²Clause 5
Strength after thermal shockAt least 20%Clause 6
Moisture absorption max1.0%Clause 7
Aggregate settling variationMaximum 0.6Clause 9

Sieve Analysis for Silica Filler (Clause 3.2, Table A-4)

IS Sieve SizeMaximum Percentage Retained
425 micron5% maximum
150 micron10% minimum
75 micron35% minimum

Additional Notes

  • Chemical resistance guidelines are in IS 4442-1980 Table 1.
  • Testing sieves are as per IS 460 (Part I) wire cloth standards.
  • Acceptance of each batch depends on passing all specified tests.

flowchart TD
    A[Raw Material] --> B[Sieve Analysis]
    B --> C[Physical Tests]
    C --> D{Conformity?}
    D -- Yes --> E[Batch Approved]
    D -- No --> F[Retest or Reject]

This section summarizes definitions, crucial physical and chemical requirements, and sieve analysis according to IS 4832 Part 3.

3Chemical Composition Details

Chemical Composition and Specifications for Sulphur-Based Chemical Resistant Mortars (IS 4832 Part 3)


1. Chemical Constituents (Clause 3.1)

ComponentPercentage Range (%)
Sulphur55 to 70
Inert Filler*30 to 45

*Inert fillers typically include silica or other chemically resistant substances.


2. Particle Size Distribution of Fillers (Clause 3.2)

IS Sieve SizePercentage Retained Limits
425 micronMaximum 5.0%
150 micronMinimum 10.0%
75 micronMinimum 35.0%

3. Physical Performance Criteria (Clause 3.2, Table 1)

PropertyMinimum / Maximum ValueUnit
Compressive strength (43 hours)At least 280kg/cm²
Tensile strength (48 hours)At least 30kg/cm²
Flexural strength (48 hours)At least 70kg/cm²
Bond strength (48 hours)At least 10kg/cm²
Strength retained after thermal shockAt least 20%%
Moisture absorptionMaximum 1.0%
Aggregate settling variationMaximum 0.6-

4. Additional Information

  • Sulphur mortar is an inorganic mixture of sulphur and inert fillers.
  • Small quantities of chemically resistant inert additives may be included.
  • Testing procedures are referenced in IS:4456 Part II (1967).

flowchart TD
    A[Sulphur (55-70%)] --> C[Blending Process]
    B[Inert Fillers (30-45%)] --> C
    C --> D[Final Sulphur-Based Chemical Resistant Mortar]
    D --> E[Physical Testing]
    E --> F[Compressive Strength ≥ 280 kg/cm²]
    E --> G[Tensile Strength ≥ 30 kg/cm²]
    E --> H[Flexural Strength ≥ 70 kg/cm²]
4Physical Performance Requirements

Physical Performance Criteria for Sulphur Type Chemical Resistant Mortars (IS 4832 Part 3)

Essential Physical Properties (Table 1, Clause 3.2)

PropertyMinimum/Maximum RequirementUnitTest Reference (IS:4456 Part II-1967)
Compressive Strength (43 h)≥ 280kg/cm²Clause 2
Tensile Strength (48 h)≥ 30kg/cm²Clause 3
Flexural Strength (48 h)≥ 70kg/cm²Clause 4
Bond Strength (48 h)≥ 10kg/cm²Clause 5
Strength Retained Post Thermal Shock≥ 20%%Clause 6
Moisture Absorption≤ 1.0%Clause 7
Variation in Aggregate Settling≤ 0.6-Clause 9

Grading of Silica Filler (Clause 3.2)

IS Sieve SizeMaximum / Minimum Percentage Retained
425 micron≤ 5%
150 micron≥ 10%
75 micron≥ 35%

Additional Details:

  • Manufacturers must certify filler grading if requested (Clause 3.2.1).
  • For chemical resistance, refer to IS 4442-1980 Table 1.
  • Testing is performed according to IS: 4456 Part II (1967).

These requirements guarantee mortar strength, durability, and chemical resistance for industrial applications.

5Chemical Resistance Specifications

Chemical Resistance Criteria for Sulphur-Based Mortars (IS 4832 Part 3)

Primary Physical Properties (Clause 3.2, Table 1)

PropertyRequirementUnitTest Reference (IS 4456 Part II-1967)
Compressive Strength (43 h)≥ 280kg/cm²Clause 2
Tensile Strength (48 h)≥ 30kg/cm²Clause 3
Flexural Strength (48 h)≥ 70kg/cm²Clause 4
Bond Strength (48 h)≥ 10kg/cm²Clause 5
Strength Retained After Thermal Shock≥ 20%%Clause 6
Moisture Absorption≤ 1.0%Clause 7
Aggregate Settling Variation≤ 0.6-Clause 9

Sieve Analysis for Silica Filler (Clause 3.2, Table A-4)

IS Sieve Size (Microns)Maximum / Minimum Percentage Retained
425≤ 5%
150≥ 10%
75≥ 35%

Chemical Resistance Testing

  • Limits for chemical resistance are established mutually between buyer and supplier.
  • Testing follows Clause 10 of IS 4456 (Part II)-1967.
  • Consult Table 1 of IS 4442-1980 for general chemical resistance guidance.

Summary Diagram of Essential Properties

graph LR
A[Physical Properties] --> B[Compressive Strength ≥ 280 kg/cm²]
A --> C[Tensile Strength ≥ 30 kg/cm²]
A --> D[Flexural Strength ≥ 70 kg/cm²]
A --> E[Bond Strength ≥ 10 kg/cm²]
A --> F[Retained Strength After Thermal Shock ≥ 20%]
A --> G[Moisture Absorption ≤ 1%]
A --> H[Aggregate Settling Variation ≤ 0.6]

Note: Always confirm chemical resistance through tests adhering to IS 4456 Part II methods.

6Storage Conditions and Packaging

Storage and Physical Requirements for Sulphur-Based Chemical Resistant Mortars (IS 4832 Part 3)

Key Physical Properties (Clause 3.2, Table 1)

PropertyLimit ValuesUnit
Compressive Strength (43 h)Minimum 280kg/cm²
Tensile Strength (48 h)Minimum 30kg/cm²
Flexural Strength (48 h)Minimum 70kg/cm²
Bond Strength (48 h)Minimum 10kg/cm²
Strength Retained after Thermal ShockMinimum 20%Percentage
Moisture AbsorptionMaximum 1.0%Percentage
Aggregate Settling VariationMaximum 0.6-

Silica Filler Particle Size Distribution (Clause 3.2, Table A-4)

IS Sieve SizePercentage Retained Limits
425 micronMaximum 5%
150 micronMinimum 10%
75 micronMinimum 35%

Storage Instructions (Clause 8.2)

  • Each package should be labeled with:
    • Manufacturer’s name or trademark
    • Manufacture date or batch number
    • Net weight
    • Storage directions (keep dry, avoid sunlight, store in cool place)

Additional Remarks:

  • Testing methods per IS:4456 (Part II).
  • Chemical resistance references in IS:4442-1980.
  • Appropriate storage preserves mortar quality and performance.
flowchart TD
    A[Manufacturing] --> B[Packaging]
    B --> C[Labeling: Manufacturer, Date, Weight, Storage]
    C --> D[Storage: Dry, Cool, Covered]
    D --> E[Utilization in Construction]

This section ensures the maintenance of mortar quality and longevity during storage and usage.

7Sampling Methodology for Quality Assurance

Sampling Procedures for Acceptance Testing (IS 4832 Part 3)

Highlights from Appendix A (Clause 7.1)

  • Sampling Approach: Samples must be drawn independently from each batch for conformity verification (A-1.2).

  • Testing Requirements: Samples must undergo all tests specified in Table 1 of the standard (A-3.2).

  • Sieve Analysis Limits for Silica Filler (Clause 3.2, Table A-4):

IS Sieve SizePercentage Retained Limits
425 micronMaximum 5%
150 micronMinimum 10%
75 micronMinimum 35%
  • For other fillers, refer to item (vii) in Table 1.

  • Batch Size: Updated to 5,000 kg from the previous 2,500 kg.

  • Test Sieves: Use wire cloth sieves complying with IS:460 (Part I) - 1978.


Sampling and Testing Process Flowchart

flowchart TD
    A[Received Batch] --> B[Select Samples from Batch]
    B --> C[Conduct All Required Tests (Table 1)]
    C --> D{Sieve Analysis for Silica Filler}
    D -->|425 micron| E[Max 5% Retention]
    D -->|150 micron| F[Min 10% Retention]
    D -->|75 micron| G[Min 35% Retention]
    E & F & G --> H[Assess Compliance]
    H --> I{Pass?}
    I -->|Yes| J[Accept Batch]
    I -->|No| K[Reject or Retest]

Note: For chemical resistance evaluation, consult IS:4442-1980 Table 1.

8Packaging and Labeling Requirements

Packaging and Marking Instructions under IS 4832 Part 3

Packaging and Marking Details (Clause 8)

  • Each package must be clearly marked with:

    • Manufacturer’s name or trademark
    • Date of manufacture or batch identification number
    • Net weight of the contents
    • Storage instructions
  • Optional Marking:

    • The Standard Mark (BIS certification) may be applied as per BIS Act 1986 to indicate compliance with IS standards and ongoing quality surveillance.

Sampling (Appendix A, Clause 7.1)

  • Samples for acceptance testing must be:
    • Collected following procedures in Appendix A
    • Stored in moisture-proof, airtight containers
    • Clearly labeled with supplier details, lot number, and sampling date

Marking Information Summary Table

Marking ItemDescription
Manufacturer NameName or trademark of the producer
Date/Batch NumberManufacture date or batch code
Net WeightWeight of material per package
Storage InstructionsDirections for safe storage
Standard Mark (Optional)BIS certification mark
flowchart TD
    A[Package] --> B[Marking]
    B --> C[Manufacturer Name/Trademark]
    B --> D[Date/Batch Number]
    B --> E[Net Weight]
    B --> F[Storage Instructions]
    B --> G[Standard Mark (Optional)]

This ensures traceability, quality assurance, and proper handling in accordance with IS 4832 Part 3.

Appendix ADetails of Sampling Procedure

Detailed Sampling Methodology as per IS 4832 Part 3

Key Provisions

  • Acceptance Sampling (Appendix A, Clause 7.1):

    • Samples are drawn separately for each batch to verify conformance.
    • All tests listed in Table 1 must be conducted on these samples (Clause A-3.2).
    • Sampling method and acceptance criteria are fully described in Appendix A.
  • Marking (Clause 8.2.1):

    • Packages may bear the Standard Mark, indicating BIS certification and compliance.
    • The use of the Standard Mark is governed by the Bureau of Indian Standards Act, 1986.

Sampling Process Summary

StepDescription
Lot DefinitionBatch produced under consistent conditions
Sample SelectionRandom representative samples taken from lot
Sample SizeAccording to Table 1 requirements
TestingAll tests per Table 1 conducted on samples
Acceptance CriteriaBatch approved if all tests meet criteria

Notes

  • Sampling plays a critical role in quality control and ensuring product compliance.
  • The Standard Mark confirms ongoing BIS surveillance.
flowchart TD
    A[Batch of Material] --> B[Draw Representative Samples]
    B --> C[Test Samples per Table 1]
    C --> D{Do Samples Meet All Criteria?}
    D -- Yes --> E[Accept Batch]
    D -- No --> F[Reject Batch]

Refer to Table 1 and Appendix A of IS 4832 Part 3 for detailed sampling sizes and testing requirements.

Amendment 1Revisions and Updates Summary

Summary of Updates to IS 4832 Part 3 (1968 Edition)

Major Revised Specifications:

1. Silica Filler Particle Size Analysis (Clause 3.2)

IS Sieve SizeMaximum/Minimum Retained Percentage
425 micronMaximum 5%
150 micronMinimum 10%
75 micronMinimum 35%

Note: For other fillers, consult Table 1, item (vii).

2. Physical Property Requirements (Table 1, Clause 3.2)

PropertyLimit (Minimum/Maximum)Unit (kg/cm² or %)
Compressive Strength (43 h)Minimum 280kg/cm²
Tensile Strength (48 h)Minimum 30kg/cm²
Flexural Strength (48 h)Minimum 70kg/cm²
Bond Strength (48 h)Minimum 10kg/cm²
Strength after Thermal ShockMinimum 20% retained%
Moisture AbsorptionMaximum 1.0%
Aggregate Settling VariationMaximum 0.6-

3. Retesting Protocol (Clause 4.1)

  • In case initial sample testing fails Table 1 requirements, a second random sample must be tested.
  • Failure in the second test results in rejection of the entire batch.

4. Chemical Resistance Reference

  • Consult IS:4442-1980 Table 1 for chemical resistance details of sulphur mortars.

5. Other Amendments

  • Test sieve standards updated to IS:460 (Part I)-1978 (wire cloth sieves).
  • Batch size increased from 2,500 kg to 5,000 kg.

Important Reference Standards:

  • IS:4442-1980: Chemical resistance guide.
  • IS:4456 (Part II)-1967: Testing methods.
  • IS:460 (Part I)-1978: Test sieve specifications.

Retesting Procedure Flowchart:

flowchart TD

Popular Questions About IS 4832 PART 3

?What is the range of chemical composition for sulphur and inert fillers in sulphur-based mortars?

Per IS 4832 Part 3, Clause 3.1, sulphur-based chemical resistant mortars consist of:

ComponentPercentage Range
Sulphur55% to 70%
Inert filler*30% to 45%

*Typically includes silica or carbon inert fillers, with possible small additions of chemically resistant modifiers. This formulation ensures the mortar meets required chemical and physical performance standards.

?Which physical properties are required for sulphur type chemical resistant mortars?

IS 4832 Part 3 specifies the following physical performance criteria (Clause 3.2, Table 1):

PropertyMinimum/Maximum ValueUnit
Compressive Strength (43 h)≥ 280kg/cm²
Tensile Strength (48 h)≥ 30kg/cm²
Flexural Strength (48 h)≥ 70kg/cm²
Bond Strength (48 h)≥ 10kg/cm²
Strength Retained after Thermal Shock≥ 20%Percentage
Moisture Absorption≤ 1.0Percentage
Aggregate Settling Variation≤ 0.6-

These properties ensure sufficient durability, mechanical strength, and resistance to thermal and moisture-induced stresses.

?How effective are sulphur mortars against acids and alkalis?

Sulphur mortars, composed of sulphur and inert fillers like silica or carbon, exhibit excellent resistance to a wide range of acids and alkalis, making them suitable for harsh chemical environments. Key attributes include:

  • Compressive strength ≥ 280 kg/cm² at 43 hours
  • Tensile strength ≥ 30 kg/cm² at 48 hours
  • Flexural strength ≥ 70 kg/cm² at 48 hours
  • Bond strength ≥ 10 kg/cm² at 48 hours
  • Moisture absorption ≤ 1%

They maintain strength under thermal shock and resist chemical degradation better than many traditional cementitious mortars. Their minimum shelf life is two years if stored dry and away from ignition sources.

?What are the recommended storage conditions and shelf life for sulphur mortars?

According to IS 4832 Part 3, sulphur mortars should be stored in a dry, cool place away from fire or ignition sources to maintain their properties. The packaging usually involves wooden cartons to protect against moisture and contamination. The shelf life is a minimum of two years from the manufacturing date. Typical batch sizes are limited to 2,500 kg with sampling from at least 5% of containers per lot to ensure quality.

?How should sulphur mortars be sampled and tested for compliance with IS 4832 Part 3?

For sampling per IS 4832 Part 3:

  • Select at least 5% of containers randomly from the batch.
  • Take equal quantities from each selected container and combine to form a composite sample.

Testing involves:

  • Determining sulphur content as per IS 4456 Part II (1967), Clause 8.
  • Conducting all physical and chemical tests outlined in Table 1 of IS 4832 Part 3.

Mortars should be packed in wooden cartons to maintain integrity during storage and transport. This procedure ensures representative sampling and consistent quality compliance.

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