IS 4832 Part 31968AI Search Enabled✦ AI Generated

chemical resistant mortars, Part III: Sulphur type

IS 4832 Part 3 (1968) specifies requirements for sulphur type chemical resistant mortars used primarily for bonding chemical resistant masonry units. This standard details the composition, physical properties, chemical resistance, sampling, testing, packing, and marking of sulphur mortars, which are inorganic compounds of sulphur and inert fillers. It is essential for engineers and manufacturers involved in acid-resistant flooring, lining of tanks, and industrial installations requiring durable chemical resistance, especially against most acids except concentrated oxidizing acids and alkalies.

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1968Edition
Flooring Wall Finishing and RoofingCategory
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What This Standard Covers

IS 4832 Part 3 (1968) specifies requirements for sulphur type chemical resistant mortars used primarily for bonding chemical resistant masonry units. This standard details the composition, physical properties, chemical resistance, sampling, testing, packing, and marking of sulphur mortars, which are inorganic compounds of sulphur and inert fillers. It is essential for engineers and manufacturers involved in acid-resistant flooring, lining of tanks, and industrial installations requiring durable chemical resistance, especially against most acids except concentrated oxidizing acids and alkalies.

Who Uses This Standard

  • Civil Engineers
  • Chemical Engineers
  • Construction Material Manufacturers
  • Quality Control Engineers
  • Industrial Flooring Specialists
  • Tank and Sump Lining Contractors
  • Research and Development Scientists in Building Materials

Key Topics Covered

Chemical composition of sulphur mortars
Physical property requirements
Chemical resistance characteristics
Sampling and testing procedures
Sieve analysis of inert fillers
Storage and shelf life guidelines
Packing and marking requirements
Bond strength and mechanical properties
Thermal shock resistance
Moisture absorption limits
Aggregate settling tendencies
Compliance and conformity criteria

Table of Contents

0Introduction

IS 4832 Part 3 (1968) - Introduction & Key Specifications

1. Purpose

  • Specifies sulphur type chemical resistant mortars used for acid-resistant brick/tile jointing, flooring, linings.
  • Sulphur mortars resist most acids except concentrated oxidizing acids; poor resistance to alkalies.
  • Refer IS:4442-1967 for usage guidelines.

2. Physical Requirements (Table 1)

PropertyMin/Max ValueUnit
Compressive strength at 43 h280kg/cm²
Tensile strength at 48 h30kg/cm²
Flexural strength at 48 h70kg/cm²
Bond strength at 48 h10kg/cm²
Strength retained after thermal shock test20%
Moisture absorption1.0% max
Aggregate settling variation0.6max (variation from unity)

3. Sieve Analysis for Silica Filler (Clause 3.2)

IS Sieve DesignationMax/Min % Material Retained
425 micron5% Max
150 micron10% Min
75 micron35% Min

4. Additional Notes

  • Sulphur mortar must not be overheated during heating.
  • Chemical resistance guide: IS:4442-1980 Table 1.
  • Testing methods refer IS:4456 (Part II)-1967.

Summary Diagram of Sieve Analysis:

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

This concise summary covers key physical and chemical requirements and sieve analysis per IS 4832 Part 3.

1Scope

Scope & Key Specifications from IS 4832 Part 3 (Sulphur Type Chemical Resistant Mortars)

1. Scope (Clause 2.0 & 3.3)

  • Defines sulphur type chemical resistant mortars.
  • A lot passes if all test requirements are met.

2. Physical Requirements (Table 1, Clause 3.2)

PropertyMinimum / Maximum ValueTest Method Ref (IS:4456 Part II)
Compressive Strength (43 h)≥ 280 kg/cm²Clause 2
Tensile Strength (48 h)≥ 30 kg/cm²Clause 3
Flexural Strength (48 h)≥ 70 kg/cm²Clause 4
Bond Strength (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. Sieve Analysis for Silica Filler (Clause 3.2, Table A-4)

IS Sieve SizeMax % Retained by Mass
425 micron5% max
150 micron10% min
75 micron35% min

4. Additional Notes

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

flowchart TD
    A[Start: Raw Materials] --> B[Sieve Analysis of Silica Filler]
    B -->|Passes Sieve Criteria| C[Mixing with Sulphur]
    C --> D[Physical Tests (Strength, Absorption)]
    D --> E{All Tests Passed?}
    E -->|Yes| F[Lot Accepted]
    E -->|No| G[Re-test or Reject]

This summary covers scope, physical & sieve requirements, and test criteria essential for compliance with IS 4832 Part 3.

2Definitions

IS 4832 Part 3: Definitions & Key Specifications

Key Definitions (Clause 2.0)

  • Defines terms specific to sulphur type chemical resistant mortars.
  • Ensures uniform understanding for testing and quality control.

Physical Requirements (Clause 3.2, Table 1)

PropertyRequirementTest Ref. (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 retained after thermal shock, Min20%Clause 6
Moisture absorption, Max1.0%Clause 7
Aggregate settling tendency, Max variation0.6Clause 9

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

IS Sieve DesignationMax % Retained by Mass
425 micron5% Max
150 micron10% Min
75 micron35% Min

Additional Notes

  • Chemical resistance guide: IS 4442-1980 Table 1.
  • Test sieves as per IS 460 (Part I) - Wire cloth test sieves.
  • Lot acceptance requires all test results to meet specified criteria.

flowchart TD
    A[Raw Materials] --> B[Sieve Analysis]
    B --> C[Physical Tests]
    C --> D{Meets Requirements?}
    D -- Yes --> E[Lot Accepted]
    D -- No --> F[Retest or Reject]

This summarizes definitions, key physical & chemical requirements, and sieve analysis per IS 4832 Part 3.

3Chemical Composition

IS 4832 Part 3: Chemical Composition & Specifications for Sulphur Type Chemical Resistant Mortars


1. Chemical Composition (Clause 3.1)

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

*Inert fillers include silica or other chemically resistant materials.


2. Filler Particle Size Distribution (Clause 3.2)

IS Sieve DesignationMax/Min % Material Retained
425-micronMax 5.0%
150-micronMin 10.0%
75-micronMin 35.0%

3. Physical Requirements (Clause 3.2, Table 1)

PropertyMin/Max ValueUnit
Compressive strength (43 h)Min 280kg/cm²
Tensile strength (48 h)Min 30kg/cm²
Flexural strength (48 h)Min 70kg/cm²
Bond strength (48 h)Min 10kg/cm²
Strength retained after thermal shockMin 20%%
Moisture absorptionMax 1.0%
Aggregate settling tendency (variation)Max 0.6-

4. Notes

  • Sulphur mortar is an inorganic compound of sulphur + inert filler.
  • Small amounts of chemically resistant modifying agents may be added.
  • Testing methods refer to IS:4456 Part II (1967).

flowchart TD
    A[Sulphur (55-70%)] --> C[Mixing]
    B[Inert Filler (30-45%)] --> C
    C --> D[Sulphur Type Chemical Resistant Mortar]
    D --> E[Physical Tests]
    E --> F[Compressive Strength ≥ 280 kg/cm²]
    E --> G[Tensile Strength ≥ 30 kg/cm²]
    E --> H[Flexural Strength ≥ 70 kg/cm
4Physical Requirements

IS 4832 Part 3: Physical Requirements for Sulphur Type Chemical Resistant Mortars

Key Physical Properties (Table 1, Clause 3.2)

PropertyMinimum / Maximum RequirementUnitTest Method Ref. (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

Silica Filler Grading (Clause 3.2)

IS Sieve DesignationMax/Min % Retained by Mass
425 micron≤ 5% Max
150 micron≥ 10% Min
75 micron≥ 35% Min

Additional Notes:

  • Manufacturer must certify filler grading if requested (Clause 3.2.1).
  • Chemical resistance guide: IS 4442-1980 Table 1.
  • Testing per IS: 4456 Part II (1967) methods.

This ensures mortar meets durability, strength, and chemical resistance for industrial use.

5Chemical Resistance Requirements

Chemical Resistance Requirements - IS 4832 Part 3

Key Physical Requirements of Sulphur Type Chemical Resistant Mortars (Clause 3.2, Table 1)

PropertyRequirementUnitTest Ref. (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 Settlement Variation≤ 0.6-Clause 9

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

IS Sieve (Micron)Max/Min % Retained by Mass
425≤ 5%
150≥ 10%
75≥ 35%

Chemical Resistance Testing

  • Chemical resistance limits are mutually agreed between purchaser and supplier.
  • Testing per Clause 10 of IS 4456 (Part II)-1967.
  • Refer to Table 1 of IS 4442-1980 for general chemical resistance guidelines.

Summary Diagram of Key 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[Thermal Shock Retention ≥ 20%]
A --> G[Moisture Absorption ≤ 1%]
A --> H[Aggregate Settlement Variation ≤ 0.6]

Note: Always verify chemical resistance with actual tests as per IS 4456 Part II methods.

6Storage

IS 4832 Part 3: Storage & Physical Requirements for Sulphur Type Chemical Resistant Mortars

Key Physical Properties (Clause 3.2, Table 1)

PropertyMinimum/Maximum ValueUnit
Compressive Strength (at 43 h)280kg/cm²
Tensile Strength (at 48 h)30kg/cm²
Flexural Strength (at 48 h)70kg/cm²
Bond Strength (at 48 h)10kg/cm²
Strength Retained After Thermal Shock20%
Moisture Absorption1.0% (max)
Aggregate Settling Variation0.6max

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

IS Sieve DesignationMax/Min Percentage Retained by Mass
425 micron5% Max
150 micron10% Min
75 micron35% Min

Storage Requirements (Clause 8.2)

  • Mark each package with:
    • Manufacturer’s name/trade-mark
    • Date of manufacture/batch number
    • Net weight
    • Storage instructions (keep dry, avoid direct sunlight, store in cool place)

Additional Notes:

  • Use IS:4456 (Part II) for test methods.
  • Refer IS:4442-1980 for chemical resistance guidance.
  • Proper storage ensures mortar properties are maintained.
flowchart TD
    A[Manufacture] --> B[Packaging]
    B --> C[Marking: Manufacturer, Date, Weight, Storage]
    C --> D[Storage: Dry, Cool, Covered]
    D --> E[Use in Construction]

This ensures mortar quality and durability during storage and use.

7Sampling Procedure for Acceptance Test

Sampling Procedure for Acceptance Test (IS 4832 Part 3)

Key Points from Appendix A (Clause 7.1)

  • Sampling:
    Samples are selected and tested separately for each lot to verify conformity (A-1.2).

  • Tests:
    Samples must be tested for all requirements as per Table 1 of the standard (A-3.2).

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

IS Sieve Designation% Retained by Mass (Max/Min)
425 micron5% Max
150 micron10% Min
75 micron35% Min
  • For other fillers, refer to SI No. (vii) of Table 1.

  • Lot Size:
    The lot size is updated to 5,000 kg (from 2,500 kg).

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


Summary Diagram: Sampling & Testing Flow

flowchart TD
    A[Start: Lot Received] --> B[Select Samples per Lot]
    B --> C[Test for All Requirements (Table 1)]
    C --> D{Sieve Analysis of Silica Filler}
    D -->|425 micron| E[Max 5% Retained]
    D -->|150 micron| F[Min 10% Retained]
    D -->|75 micron| G[Min 35% Retained]
    E & F & G --> H[Evaluate Conformity]
    H --> I{Pass?}
    I -->|Yes| J[Accept Lot]
    I -->|No| K[Reject or Re-test]

Note: For chemical resistance, refer to IS:4442-1980 Table 1 as a guide.

8Packing and Marking

IS 4832 Part 3: Packing and Marking Key Points

Packing and Marking (Clause 8)

  • Marking on each package must include:

    • Manufacturer's name or trademark
    • Date of manufacture or batch number
    • Net weight
    • Storage requirements
  • Optional Marking:

    • Standard Mark (BIS certification) may be applied as per BIS Act 1986, indicating compliance with IS standards and ongoing quality control.

Sampling (Appendix A, Clause 7.1)

  • Samples for acceptance tests must be:
    • Drawn as per Appendix A procedures
    • Stored in moisture-proof, air-tight containers
    • Clearly labeled with supplier name, lot number, sampling date, etc.

Summary Table for Marking Information

Marking ItemDescription
Manufacturer NameName or trademark of producer
Date/Batch No.Manufacturing date or batch number
Net WeightWeight of material in package
Storage RequirementsInstructions for storage
Standard Mark (optional)BIS certification mark
flowchart TD
    A[Package] --> B[Marking]
    B --> C[Manufacturer Name/Trademark]
    B --> D[Date/Batch No.]
    B --> E[Net Weight]
    B --> F[Storage Requirements]
    B --> G[Standard Mark (Optional)]

This ensures traceability, quality assurance, and safe handling of materials per IS 4832 Part 3.

Appendix ASampling Procedure Details

IS 4832 Part 3: Sampling Procedure Details

Key Points from the Code

  • Sampling for Acceptance Test (Appendix A, Clause 7.1):

    • Samples are drawn separately for each lot to verify conformity.
    • Samples must be tested for all requirements listed in Table 1 of the standard (Clause A-3.2).
    • Sampling method and conformity criteria are detailed in Appendix A.
  • Marking (Clause 8.2.1):

    • Each package may bear the Standard Mark, indicating compliance with BIS quality control and inspection.
    • Use of the Standard Mark is regulated by the Bureau of Indian Standards Act, 1986.

Sampling Procedure Summary

StepDescription
Lot DefinitionA lot is a batch of material produced under uniform conditions.
Sample SelectionRepresentative samples drawn randomly from the lot.
Sample SizeAs per Table 1 (refer to IS 4832 Part 3 for exact quantities).
TestingConduct all tests specified in Table 1 on the samples.
Acceptance CriteriaLot accepted if sample test results meet all specified requirements.

Notes

  • Sampling ensures quality control and product conformity.
  • The Standard Mark guarantees ongoing surveillance by BIS.
flowchart TD
    A[Lot of Material] --> B[Draw Representative Samples]
    B --> C[Test Samples as per Table 1]
    C --> D{Do samples meet all requirements?}
    D -- Yes --> E[Accept Lot]
    D -- No --> F[Reject Lot]

For detailed sample sizes and test parameters, refer to Table 1 and Appendix A of IS 4832 Part 3.

Amendment 1Updates and Revisions

IS 4832 Part 3 (1968) - Updates & Revisions Summary

Key Updated Specifications:

1. Sieve Analysis of Silica Filler (Clause 3.2)

IS Sieve DesignationMax/Min % Retained by Mass
425 micron5% Max
150 micron10% Min
75 micron35% Min

Note: For other fillers, refer to Table 1, SI No. (vii).

2. Physical Requirements of Sulphur Type Mortars (Table 1, Clause 3.2)

PropertyRequirement (Min/Max)Unit (kg/cm² or %)
Compressive strength (43 h)280 Minkg/cm²
Tensile strength (48 h)30 Minkg/cm²
Flexural strength (48 h)70 Minkg/cm²
Bond strength (48 h)10 Minkg/cm²
Strength after thermal shock test20% Min retained%
Moisture absorption1.0 Max%
Aggregate settling tendency0.6 Max variation-

3. Retesting Clause (4.1)

  • If initial samples fail Table 1 requirements, retest a new random sample.
  • If second test fails, reject entire batch.

4. Chemical Resistance Guide

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

5. Other Amendments

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

Important References:

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

Summary Flowchart for Retesting Procedure:

Popular Questions About IS 4832 Part 3

?What is the chemical composition range for sulphur and inert fillers in sulphur type mortars?

According to IS 4832 Part 3, Clause 3.1, the chemical composition range for sulphur type chemical resistant mortars is:

ComponentPercentage Range
Sulphur55% to 70%
Inert filler30% to 45%
  • The inert filler typically includes silica or carbon.
  • Small amounts of chemically resistant inert modifying agents may also be added.

This composition ensures the mortar's chemical resistance and physical properties as per the standard.

?What physical properties must sulphur type chemical resistant mortars meet?

According to IS 4832 Part 3, sulphur type chemical resistant mortars must meet the following physical property requirements (Clause 3.2, Table 1):

PropertyMinimum / Maximum ValueUnit
Compressive strength at 43 h280kg/cm²
Tensile strength at 48 h30kg/cm²
Flexural strength at 48 h70kg/cm²
Bond strength at 48 h10kg/cm²
Strength retained after thermal shock test20% (minimum)
Moisture absorption1.0% (maximum)
Aggregate settling tendency (variation)0.6(max)

Key Notes:

  • Mortar is an intimate mixture of sulphur and inert fillers like silica.
  • Small amounts of chemically resistant inert modifiers may be added.
  • Tests are per IS 4456 Part II (1967).

These ensure durability, mechanical strength, and chemical resistance under thermal and moisture exposure.

?How resistant are sulphur mortars to various chemicals, especially acids and alkalies?

Chemical Resistance of Sulphur Mortars (IS 4832 Part 3)

  • Sulphur type chemical resistant mortars are inorganic compounds made of sulphur + inert fillers (e.g., silica, carbon) with possible resistant modifiers.
  • They exhibit excellent resistance to acids and alkalies, making them suitable for aggressive chemical environments.
  • Key physical properties ensuring durability:
    • 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%
  • Sulphur mortars maintain strength after thermal shocks and resist chemical degradation from acids and alkalis better than many conventional cementitious mortars.
  • Storage life is minimum 2 years if kept dry and away from fire (Clause 6.1).

Summary: Sulphur mortars provide robust chemical resistance, especially against strong acids and alkalis, due to their inert composition and low moisture absorption.

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

Storage Conditions and Shelf Life for Sulphur Mortars (IS 4832 Part 3):

  • Shelf Life: Minimum 2 years from the date of manufacture (Clause 6.1).
  • Storage: Must be stored in a dry place, away from fire or any ignition sources (Clause 6.1).
  • Packaging: Packed suitably in wooden cartons to protect from moisture and contamination (Clause 8.1).
  • Batch Size: Maximum lot size is 2,500 kg; inspection samples taken from at least 5% of containers in the lot (Clauses 1.1 & 2.1).

Summary Table

ParameterRequirement
Shelf Life≥ 2 years
Storage EnvironmentDry, fire-safe location
PackagingWooden cartons
Max Lot Size2,500 kg
Sampling for Test≥ 5% containers per lot

This ensures the sulphur mortar retains its chemical resistance and physical properties during storage.

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

To sample and test sulphur mortars per IS 4832 Part 3 (1968):

Sampling Procedure (Clause 2.1)

  • Select ≥ 5% of total containers from the lot.
  • From each selected container, take equal quantities of sulphur mortar.
  • Mix these portions to form a composite sample representing the entire lot.

Testing Requirements

  • Determine sulphur content as per IS 4456 Part II (1967), Clause 8.
  • Test physical and chemical properties according to IS 4456 Part II.
  • Ensure compliance with the requirements in Table 1 of IS 4832 Part 3 (1968).

Packing (Clause 8.1)

  • Mortars should be packed in wooden cartons for transportation and storage.

Summary:

StepDescription
Sampling≥5% containers, equal quantity from each
TestingSulphur content & properties per IS 4456 Part II
ComplianceMeet Table 1 requirements of IS 4832 Part 3
PackingWooden cartons

This ensures representative sampling and standardized testing for quality control.

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