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.
Overview
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.
Audience
Contents
Structure
IS 4832 Part 3 (1968) - Introduction & Key Specifications
| Property | Min/Max Value | Unit |
|---|---|---|
| Compressive strength at 43 h | 280 | kg/cm² |
| Tensile strength at 48 h | 30 | kg/cm² |
| Flexural strength at 48 h | 70 | kg/cm² |
| Bond strength at 48 h | 10 | kg/cm² |
| Strength retained after thermal shock test | 20 | % |
| Moisture absorption | 1.0 | % max |
| Aggregate settling variation | 0.6 | max (variation from unity) |
| IS Sieve Designation | Max/Min % Material Retained |
|---|---|
| 425 micron | 5% Max |
| 150 micron | 10% Min |
| 75 micron | 35% Min |
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.
Scope & Key Specifications from IS 4832 Part 3 (Sulphur Type Chemical Resistant Mortars)
| Property | Minimum / Maximum Value | Test Method Ref (IS:4456 Part II) |
|---|---|---|
| Compressive Strength (43 h) | ≥ 280 kg/cm² | Clause 2 |
| Tensile Strength (48 h) | ≥ 30 kg/cm² | Clause 3 |
| Flexural Strength (48 h) | ≥ 70 kg/cm² | Clause 4 |
| Bond Strength (48 h) | ≥ 10 kg/cm² | Clause 5 |
| Strength Retained after Thermal Shock | ≥ 20% | Clause 6 |
| Moisture Absorption | ≤ 1.0% | Clause 7 |
| Aggregate Settling Variation | ≤ 0.6 | Clause 9 |
| IS Sieve Size | Max % Retained by Mass |
|---|---|
| 425 micron | 5% max |
| 150 micron | 10% min |
| 75 micron | 35% min |
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.
IS 4832 Part 3: Definitions & Key Specifications
| Property | Requirement | Test Ref. (IS 4456 Part II) |
|---|---|---|
| Compressive strength (43 h), Min | 280 kg/cm² | Clause 2 |
| Tensile strength (48 h), Min | 30 kg/cm² | Clause 3 |
| Flexural strength (48 h), Min | 70 kg/cm² | Clause 4 |
| Bond strength (48 h), Min | 10 kg/cm² | Clause 5 |
| Strength retained after thermal shock, Min | 20% | Clause 6 |
| Moisture absorption, Max | 1.0% | Clause 7 |
| Aggregate settling tendency, Max variation | 0.6 | Clause 9 |
| IS Sieve Designation | Max % Retained by Mass |
|---|---|
| 425 micron | 5% Max |
| 150 micron | 10% Min |
| 75 micron | 35% Min |
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.
IS 4832 Part 3: Chemical Composition & Specifications for Sulphur Type Chemical Resistant Mortars
| Component | Percentage Range (%) |
|---|---|
| Sulphur | 55 to 70 |
| Inert filler* | 30 to 45 |
*Inert fillers include silica or other chemically resistant materials.
| IS Sieve Designation | Max/Min % Material Retained |
|---|---|
| 425-micron | Max 5.0% |
| 150-micron | Min 10.0% |
| 75-micron | Min 35.0% |
| Property | Min/Max Value | Unit |
|---|---|---|
| Compressive strength (43 h) | Min 280 | kg/cm² |
| Tensile strength (48 h) | Min 30 | kg/cm² |
| Flexural strength (48 h) | Min 70 | kg/cm² |
| Bond strength (48 h) | Min 10 | kg/cm² |
| Strength retained after thermal shock | Min 20% | % |
| Moisture absorption | Max 1.0 | % |
| Aggregate settling tendency (variation) | Max 0.6 | - |
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
IS 4832 Part 3: Physical Requirements for Sulphur Type Chemical Resistant Mortars
| Property | Minimum / Maximum Requirement | Unit | Test Method Ref. (IS:4456 Part II-1967) |
|---|---|---|---|
| Compressive Strength (43 h) | ≥ 280 | kg/cm² | Clause 2 |
| Tensile Strength (48 h) | ≥ 30 | kg/cm² | Clause 3 |
| Flexural Strength (48 h) | ≥ 70 | kg/cm² | Clause 4 |
| Bond Strength (48 h) | ≥ 10 | kg/cm² | Clause 5 |
| Strength Retained after Thermal Shock | ≥ 20% | % | Clause 6 |
| Moisture Absorption | ≤ 1.0 | % | Clause 7 |
| Aggregate Settling Variation | ≤ 0.6 | - | Clause 9 |
| IS Sieve Designation | Max/Min % Retained by Mass |
|---|---|
| 425 micron | ≤ 5% Max |
| 150 micron | ≥ 10% Min |
| 75 micron | ≥ 35% Min |
This ensures mortar meets durability, strength, and chemical resistance for industrial use.
Chemical Resistance Requirements - IS 4832 Part 3
| Property | Requirement | Unit | Test Ref. (IS 4456 Part II-1967) |
|---|---|---|---|
| Compressive Strength (43 h) | ≥ 280 | kg/cm² | Clause 2 |
| Tensile Strength (48 h) | ≥ 30 | kg/cm² | Clause 3 |
| Flexural Strength (48 h) | ≥ 70 | kg/cm² | Clause 4 |
| Bond Strength (48 h) | ≥ 10 | kg/cm² | Clause 5 |
| Strength Retained after Thermal Shock | ≥ 20% | % | Clause 6 |
| Moisture Absorption | ≤ 1.0 | % | Clause 7 |
| Aggregate Settlement Variation | ≤ 0.6 | - | Clause 9 |
| IS Sieve (Micron) | Max/Min % Retained by Mass |
|---|---|
| 425 | ≤ 5% |
| 150 | ≥ 10% |
| 75 | ≥ 35% |
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.
IS 4832 Part 3: Storage & Physical Requirements for Sulphur Type Chemical Resistant Mortars
| Property | Minimum/Maximum Value | Unit |
|---|---|---|
| Compressive Strength (at 43 h) | 280 | kg/cm² |
| Tensile Strength (at 48 h) | 30 | kg/cm² |
| Flexural Strength (at 48 h) | 70 | kg/cm² |
| Bond Strength (at 48 h) | 10 | kg/cm² |
| Strength Retained After Thermal Shock | 20 | % |
| Moisture Absorption | 1.0 | % (max) |
| Aggregate Settling Variation | 0.6 | max |
| IS Sieve Designation | Max/Min Percentage Retained by Mass |
|---|---|
| 425 micron | 5% Max |
| 150 micron | 10% Min |
| 75 micron | 35% Min |
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.
Sampling Procedure for Acceptance Test (IS 4832 Part 3)
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 micron | 5% Max |
| 150 micron | 10% Min |
| 75 micron | 35% 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.
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.
IS 4832 Part 3: Packing and Marking Key Points
Marking on each package must include:
Optional Marking:
| Marking Item | Description |
|---|---|
| Manufacturer Name | Name or trademark of producer |
| Date/Batch No. | Manufacturing date or batch number |
| Net Weight | Weight of material in package |
| Storage Requirements | Instructions 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.
IS 4832 Part 3: Sampling Procedure Details
Sampling for Acceptance Test (Appendix A, Clause 7.1):
Marking (Clause 8.2.1):
| Step | Description |
|---|---|
| Lot Definition | A lot is a batch of material produced under uniform conditions. |
| Sample Selection | Representative samples drawn randomly from the lot. |
| Sample Size | As per Table 1 (refer to IS 4832 Part 3 for exact quantities). |
| Testing | Conduct all tests specified in Table 1 on the samples. |
| Acceptance Criteria | Lot accepted if sample test results meet all specified requirements. |
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.
IS 4832 Part 3 (1968) - Updates & Revisions Summary
| IS Sieve Designation | Max/Min % Retained by Mass |
|---|---|
| 425 micron | 5% Max |
| 150 micron | 10% Min |
| 75 micron | 35% Min |
Note: For other fillers, refer to Table 1, SI No. (vii).
| Property | Requirement (Min/Max) | Unit (kg/cm² or %) |
|---|---|---|
| Compressive strength (43 h) | 280 Min | kg/cm² |
| Tensile strength (48 h) | 30 Min | kg/cm² |
| Flexural strength (48 h) | 70 Min | kg/cm² |
| Bond strength (48 h) | 10 Min | kg/cm² |
| Strength after thermal shock test | 20% Min retained | % |
| Moisture absorption | 1.0 Max | % |
| Aggregate settling tendency | 0.6 Max variation | - |
Frequently Asked
According to IS 4832 Part 3, Clause 3.1, the chemical composition range for sulphur type chemical resistant mortars is:
| Component | Percentage Range |
|---|---|
| Sulphur | 55% to 70% |
| Inert filler | 30% to 45% |
This composition ensures the mortar's chemical resistance and physical properties as per the standard.
According to IS 4832 Part 3, sulphur type chemical resistant mortars must meet the following physical property requirements (Clause 3.2, Table 1):
| Property | Minimum / Maximum Value | Unit |
|---|---|---|
| Compressive strength at 43 h | 280 | kg/cm² |
| Tensile strength at 48 h | 30 | kg/cm² |
| Flexural strength at 48 h | 70 | kg/cm² |
| Bond strength at 48 h | 10 | kg/cm² |
| Strength retained after thermal shock test | 20 | % (minimum) |
| Moisture absorption | 1.0 | % (maximum) |
| Aggregate settling tendency (variation) | 0.6 | (max) |
Key Notes:
These ensure durability, mechanical strength, and chemical resistance under thermal and moisture exposure.
Chemical Resistance of Sulphur Mortars (IS 4832 Part 3)
Summary: Sulphur mortars provide robust chemical resistance, especially against strong acids and alkalis, due to their inert composition and low moisture absorption.
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Storage Conditions and Shelf Life for Sulphur Mortars (IS 4832 Part 3):
| Parameter | Requirement |
|---|---|
| Shelf Life | ≥ 2 years |
| Storage Environment | Dry, fire-safe location |
| Packaging | Wooden cartons |
| Max Lot Size | 2,500 kg |
| Sampling for Test | ≥ 5% containers per lot |
This ensures the sulphur mortar retains its chemical resistance and physical properties during storage.
To sample and test sulphur mortars per IS 4832 Part 3 (1968):
Summary:
| Step | Description |
|---|---|
| Sampling | ≥5% containers, equal quantity from each |
| Testing | Sulphur content & properties per IS 4456 Part II |
| Compliance | Meet Table 1 requirements of IS 4832 Part 3 |
| Packing | Wooden cartons |
This ensures representative sampling and standardized testing for quality control.
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