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.
Overview
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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Contents
Structure
IS 4832 Part 3 (1968) - Overview & Principal Requirements
| Property | Limit Value | Unit |
|---|---|---|
| Compressive strength (after 43 hours) | Minimum 280 | kg/cm² |
| Tensile strength (after 48 hours) | Minimum 30 | kg/cm² |
| Flexural strength (after 48 hours) | Minimum 70 | kg/cm² |
| Bond strength (after 48 hours) | Minimum 10 | kg/cm² |
| Retained strength post thermal shock test | Minimum 20% | Percentage |
| Moisture absorption | Maximum 1.0% | Percentage |
| Variation in aggregate settling | Maximum 0.6 | - |
| IS Sieve Size | Percentage Retained Limits |
|---|---|
| 425 micron | Maximum 5% |
| 150 micron | Minimum 10% |
| 75 micron | Minimum 35% |
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.
Scope & Principal Specifications of IS 4832 Part 3 (Sulphur-Based Chemical Resistant Mortars)
| Property | Minimum / Maximum Value | Reference Test Method (IS:4456 Part II) |
|---|---|---|
| Compressive Strength at 43 h | ≥ 280 kg/cm² | Clause 2 |
| Tensile Strength at 48 h | ≥ 30 kg/cm² | Clause 3 |
| Flexural Strength at 48 h | ≥ 70 kg/cm² | Clause 4 |
| Bond Strength at 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 | Maximum / Minimum Percentage Retained |
|---|---|
| 425 micron | Maximum 5% |
| 150 micron | Minimum 10% |
| 75 micron | Minimum 35% |
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.
Terminology and Definitions in IS 4832 Part 3
| Property | Requirement | Test Reference (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 after thermal shock | At least 20% | Clause 6 |
| Moisture absorption max | 1.0% | Clause 7 |
| Aggregate settling variation | Maximum 0.6 | Clause 9 |
| IS Sieve Size | Maximum Percentage Retained |
|---|---|
| 425 micron | 5% maximum |
| 150 micron | 10% minimum |
| 75 micron | 35% minimum |
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.
Chemical Composition and Specifications for Sulphur-Based Chemical Resistant Mortars (IS 4832 Part 3)
| Component | Percentage Range (%) |
|---|---|
| Sulphur | 55 to 70 |
| Inert Filler* | 30 to 45 |
*Inert fillers typically include silica or other chemically resistant substances.
| IS Sieve Size | Percentage Retained Limits |
|---|---|
| 425 micron | Maximum 5.0% |
| 150 micron | Minimum 10.0% |
| 75 micron | Minimum 35.0% |
| Property | Minimum / Maximum Value | Unit |
|---|---|---|
| Compressive strength (43 hours) | At least 280 | kg/cm² |
| Tensile strength (48 hours) | At least 30 | kg/cm² |
| Flexural strength (48 hours) | At least 70 | kg/cm² |
| Bond strength (48 hours) | At least 10 | kg/cm² |
| Strength retained after thermal shock | At least 20% | % |
| Moisture absorption | Maximum 1.0 | % |
| Aggregate settling variation | Maximum 0.6 | - |
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]
Physical Performance Criteria for Sulphur Type Chemical Resistant Mortars (IS 4832 Part 3)
| Property | Minimum/Maximum Requirement | Unit | Test Reference (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 Post Thermal Shock | ≥ 20% | % | Clause 6 |
| Moisture Absorption | ≤ 1.0 | % | Clause 7 |
| Variation in Aggregate Settling | ≤ 0.6 | - | Clause 9 |
| IS Sieve Size | Maximum / Minimum Percentage Retained |
|---|---|
| 425 micron | ≤ 5% |
| 150 micron | ≥ 10% |
| 75 micron | ≥ 35% |
These requirements guarantee mortar strength, durability, and chemical resistance for industrial applications.
Chemical Resistance Criteria for Sulphur-Based Mortars (IS 4832 Part 3)
| Property | Requirement | Unit | Test Reference (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 Size (Microns) | Maximum / Minimum Percentage Retained |
|---|---|
| 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[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.
Storage and Physical Requirements for Sulphur-Based Chemical Resistant Mortars (IS 4832 Part 3)
| Property | Limit Values | Unit |
|---|---|---|
| Compressive Strength (43 h) | Minimum 280 | kg/cm² |
| Tensile Strength (48 h) | Minimum 30 | kg/cm² |
| Flexural Strength (48 h) | Minimum 70 | kg/cm² |
| Bond Strength (48 h) | Minimum 10 | kg/cm² |
| Strength Retained after Thermal Shock | Minimum 20% | Percentage |
| Moisture Absorption | Maximum 1.0% | Percentage |
| Aggregate Settling Variation | Maximum 0.6 | - |
| IS Sieve Size | Percentage Retained Limits |
|---|---|
| 425 micron | Maximum 5% |
| 150 micron | Minimum 10% |
| 75 micron | Minimum 35% |
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.
Sampling Procedures for Acceptance Testing (IS 4832 Part 3)
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 Size | Percentage Retained Limits |
|---|---|
| 425 micron | Maximum 5% |
| 150 micron | Minimum 10% |
| 75 micron | Minimum 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.
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.
Packaging and Marking Instructions under IS 4832 Part 3
Each package must be clearly marked with:
Optional Marking:
| Marking Item | Description |
|---|---|
| Manufacturer Name | Name or trademark of the producer |
| Date/Batch Number | Manufacture date or batch code |
| Net Weight | Weight of material per package |
| Storage Instructions | Directions 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.
Detailed Sampling Methodology as per IS 4832 Part 3
Acceptance Sampling (Appendix A, Clause 7.1):
Marking (Clause 8.2.1):
| Step | Description |
|---|---|
| Lot Definition | Batch produced under consistent conditions |
| Sample Selection | Random representative samples taken from lot |
| Sample Size | According to Table 1 requirements |
| Testing | All tests per Table 1 conducted on samples |
| Acceptance Criteria | Batch approved if all tests meet criteria |
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.
Summary of Updates to IS 4832 Part 3 (1968 Edition)
| IS Sieve Size | Maximum/Minimum Retained Percentage |
|---|---|
| 425 micron | Maximum 5% |
| 150 micron | Minimum 10% |
| 75 micron | Minimum 35% |
Note: For other fillers, consult Table 1, item (vii).
| Property | Limit (Minimum/Maximum) | Unit (kg/cm² or %) |
|---|---|---|
| Compressive Strength (43 h) | Minimum 280 | kg/cm² |
| Tensile Strength (48 h) | Minimum 30 | kg/cm² |
| Flexural Strength (48 h) | Minimum 70 | kg/cm² |
| Bond Strength (48 h) | Minimum 10 | kg/cm² |
| Strength after Thermal Shock | Minimum 20% retained | % |
| Moisture Absorption | Maximum 1.0 | % |
| Aggregate Settling Variation | Maximum 0.6 | - |
flowchart TD
Frequently Asked
Per IS 4832 Part 3, Clause 3.1, sulphur-based chemical resistant mortars consist of:
| Component | Percentage Range |
|---|---|
| Sulphur | 55% 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.
IS 4832 Part 3 specifies the following physical performance criteria (Clause 3.2, Table 1):
| Property | Minimum/Maximum Value | Unit |
|---|---|---|
| Compressive Strength (43 h) | ≥ 280 | kg/cm² |
| Tensile Strength (48 h) | ≥ 30 | kg/cm² |
| Flexural Strength (48 h) | ≥ 70 | kg/cm² |
| Bond Strength (48 h) | ≥ 10 | kg/cm² |
| Strength Retained after Thermal Shock | ≥ 20% | Percentage |
| Moisture Absorption | ≤ 1.0 | Percentage |
| Aggregate Settling Variation | ≤ 0.6 | - |
These properties ensure sufficient durability, mechanical strength, and resistance to thermal and moisture-induced stresses.
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:
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.
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.
For sampling per IS 4832 Part 3:
Testing involves:
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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