IS 4832 Part 1 (1969) specifies the requirements for chemically setting silicate type chemical resistant mortars used primarily for bonding acid-resistant masonry units. This standard is essential for engineers and construction professionals involved in the design and construction of structures exposed to aggressive acidic environments, such as chemical plants, storage tanks, and acid-proof flooring. It defines the composition, physical properties, chemical resistance, sampling, testing methods, and packaging criteria for sodium and potassium silicate-based mortars to ensure durability and performance against acids like nitric, chromic, sulphuric, and hydrochloric acids.
Overview
IS 4832 Part 1 (1969) specifies the requirements for chemically setting silicate type chemical resistant mortars used primarily for bonding acid-resistant masonry units. This standard is essential for engineers and construction professionals involved in the design and construction of structures exposed to aggressive acidic environments, such as chemical plants, storage tanks, and acid-proof flooring. It defines the composition, physical properties, chemical resistance, sampling, testing methods, and packaging criteria for sodium and potassium silicate-based mortars to ensure durability and performance against acids like nitric, chromic, sulphuric, and hydrochloric acids.
Audience
Contents
Structure
IS 4832 Part 1 - Scope & Key Specifications for Silicate Type Chemical Resistant Mortars
| Property | Sodium Silicate | Potassium Silicate | Unit | Test Method (IS 4456 Part I) |
|---|---|---|---|---|
| Working Time | 15 | 20 | Minutes @ 27±2°C | Clause 3 |
| Flexural Strength | ≥ 35 | ≥ 40 | kg/cm² (7 days) | Clause 6 |
| Compressive Strength | ≥ 100 | ≥ 150 | kg/cm² (7 days) | Clause 7 |
| Bond Strength | ≥ 5 | ≥ 5 | kg/cm² | Clause 8 |
| Absorption of Toluene | ≤ 18 | ≤ 18 | % by weight | Clause 9 |
flowchart TD
A[Start: Chemical Resistant Mortar Selection] --> B{Type of Mortar}
B -->|Sodium Silicate| C[Check Physical Properties]
B -->|Potassium Silicate| D[Check Physical Properties]
C --> E[Working Time ≥ 15 min]
C --> F[Flexural Strength ≥ 35 kg/cm²]
C --> G[Compressive Strength ≥ 100 kg/cm²]
C --> H[Bond Strength ≥ 5 kg/cm²]
C --> I[Absorption ≤ 18%]
D --> J[Working Time ≥ 20 min]
D --> K[Flexural Strength ≥ 40 kg/cm²]
D --> L[Compressive Strength ≥ 150 kg/cm²]
D --> M[Bond Strength ≥ 5 kg/cm²]
D --> N[Absorption ≤ 18%]
This concise
IS 4832 Part 1 (1969) – Key Definitions & Specifications
Binders:
Liquid binder is either:
Lot Compliance:
A lot is accepted if all tests meet the specification requirements (Clause 3.2).
| Property | Sodium Silicate Mortar | Potassium Silicate Mortar | Test Method Ref (IS 4456 Part 1) |
|---|---|---|---|
| Working time (min) at 27 ± 2°C | 15 | 20 | Clause 3 |
| Flexural strength (kg/cm²) at 7 days | 35 | 40 | Clause 6 |
| Compressive strength (kg/cm²) at 7 days | 100 | 150 | Clause 7 |
| Bond strength (kg/cm²) | 5 | 5 | Clause 8 |
| Absorption of toluene (%) max | 18 | 18 | Clause 9 |
flowchart TD
A[Binders] --> B[Sodium Silicate (2.5-3.5 ratio)]
A --> C[Potassium Silicate]
B & C --> D[Mortar Properties]
D --> E[Working Time]
D --> F[Flexural Strength]
D --> G[Compressive Strength]
D --> H[Bond Strength]
D --> I[Absorption of Toluene]
This summary provides the essential definitions and physical property requirements per IS 4832 Part 1 for silicate chemical resistant mortars.
(IS 4832 Part 1, Ref: IS 4456 Part I - 1967)
| Property | Sodium Silicate Mortar | Potassium Silicate Mortar | Test Method (IS 4456 Part I) |
|---|---|---|---|
| Working Time (min) | 15 | 20 | Clause 3 |
| Flexural Strength (kg/cm² at 7 days) | 35 | 40 | Clause 6 |
| Compressive Strength (kg/cm² at 7 days) | 100 | 150 | Clause 7 |
| Bond Strength (kg/cm²) | 5 | 5 | Clause 8 |
| Absorption of Toluene (% by weight, max) | 18 | 18 | Clause 9 |
flowchart LR
A[Silicate Solution] --> B[Mixing]
C[Fine Aggregates] --> B
B --> D[Chemical Resistant Mortar]
D --> E{Properties}
E --> F[Working Time]
E --> G[Flexural Strength]
E --> H[Compressive Strength]
E --> I[Bond Strength]
E --> J[Absorption of Toluene]
For detailed mix ratios and additives, refer to IS 4832 Part 1 and IS 4456 Part I tests.
Here are the key physical requirements for Silicate Type Chemical Resistant Mortars as per IS 4832 Part 1, Clause 3.1 and Table 1:
| Property | Sodium Silicate Mortar | Potassium Silicate Mortar | Test Method Ref (IS 4456 Part 1 - 1967) |
|---|---|---|---|
| Working time (min) at 27 ± 2°C | 15 | 20 | Clause 3 |
| Flexural strength (kg/cm²) at 7 days | 35 | 40 | Clause 6 |
| Compressive strength (kg/cm²) at 7 days | 100 | 150 | Clause 7 |
| Bond strength (kg/cm²) | 5 | 5 | Clause 8 |
| Absorption of toluene (%) max | 18 | 18 | Clause 9 |
This table ensures mortar meets durability and chemical resistance for industrial applications.
flowchart LR
A[Mortar Sample] --> B[Test Specimens]
B --> C{Tests per Table 1}
C --> D[Working Time]
C --> E[Flexural Strength]
C --> F[Compressive Strength]
C --> G[Bond Strength]
C --> H[Toluene Absorption]
D & E & F & G & H --> I{Meets Requirements?}
I -->|Yes| J[Lot Accepted]
I -->|No| K[Lot Rejected]
IS 4832 Part 1: Chemical Resistance Requirements for Silicate Type Mortars
| Property | Sodium Silicate | Potassium Silicate | Test Method Ref. (IS 4456 Part I) |
|---|---|---|---|
| Working time (min) | 15 | 20 | Clause 3 |
| Flexural strength (kg/cm²) @ 7 days | ≥ 35 | ≥ 40 | Clause 6 |
| Compressive strength (kg/cm²) @ 7 days | ≥ 100 | ≥ 150 | Clause 7 |
| Bond strength (kg/cm²) | ≥ 5 | ≥ 5 | Clause 8 |
| Absorption of toluene (%) | ≤ 18 | ≤ 18 | Clause 9 |
This ensures mortar selection and acceptance criteria meet project-specific chemical exposure conditions effectively.
IS 4832 Part 1: Sampling and Criteria for Conformity
| Lot Size (Containers) | Minimum Containers to Sample (≥10%) |
|---|---|
| 10 | 1 |
| 50 | 5 |
| 100 | 10 |
flowchart TD
A[Lot of Containers] --> B[Select ≥10% Containers]
B --> C[Take Equal Quantities from Each]
C --> D[Mix Filler & Binder]
D --> E[Prepare Mortar Sample]
E --> F[Test for Conformity]
F --> G{Pass?}
G -->|Yes| H[Accept Lot]
G -->|No| I[Reject Lot]
This ensures representative sampling and reliable conformity assessment as per IS 4832 Part 1.
IS 4832 Part 1 – Packing and Marking Summary
flowchart TD
A[Packing] --> B[Silicate Solution: Airtight Containers]
A --> C[Dry Mix: Proper Packaging]
D[Marking] --> E[Manufacturer Name]
D --> F[Date of Manufacture/Batch No.]
D --> G[Net Weight/Volume]
D --> H[Storage Requirements]
D --> I[Storage Life]
D --> J[Date of Expiry]
D --> K[Standard Mark (Optional)]
This ensures product integrity and traceability per IS 4832 Part 1.
IS 4832 Part 1: Sampling Methods and Conformity Criteria
| Step | Description |
|---|---|
| Lot | Entire batch of material |
| Sample Size | ≥10% containers from lot |
| Sample Preparation | Equal quantities mixed thoroughly |
| Acceptance Criteria | Compliance with IS physical/chemical specs |
| Marking | Standard Mark (if licensed) |
flowchart TD
Lot[Lot of Containers]
Sample[Select ≥10% Containers]
Mix[Mix Equal Quantities]
Test[Test Sample]
Decision{Meets Specs?}
Accept[Accept Lot]
Reject[Reject or Retest]
Lot --> Sample --> Mix --> Test --> Decision
Decision -- Yes --> Accept
Decision -- No --> Reject
This ensures representative sampling and reliable conformity assessment as per IS 4832 Part 1.
| Property | Value |
|---|---|
| Molecular Ratio (SiO₂/Na₂O or SiO₂/K₂O) | 3.0 to 3.7 |
| Specific Gravity | ~1.4 |
| Binder Type | Sodium or Potassium Silicate |
| IS Code | Description |
|---|---|
| IS 4441-1980 | Chemical resistance of silicate type mortars |
flowchart TD
A[Mortar Sample] --> B{Test per Table 1}
B -- Pass --> C[Accept Lot]
B -- Fail --> D[Prepare 2nd Sample]
D --> E{Test 2nd Sample}
E -- Pass --> C
E -- Fail --> F[Reject Lot]
For detailed chemical resistance, consult IS 4441-1980 Table 1 and for binder formulation, follow the molecular ratio and specific gravity as above.
Frequently Asked
Chemical Resistance of Silicate Type Mortars (IS 4832 Part 1)
Resistant to:
Not resistant to:
Applications:
For detailed usage, refer to IS 4441-1967 (Code of Practice for silicate mortars).
| Chemical Type | Resistance of Silicate Mortar |
|---|---|
| Nitric Acid | Resistant |
| Chromic Acid | Resistant |
| Sulphuric Acid | Resistant (Potassium silicate recommended) |
| Hydrochloric Acid | Resistant |
| Hydro-fluoric Acid | Not Resistant |
| Concentrated Ortho-phosphoric Acid | Not Resistant |
| Alkalies (any concentration) | Not Resistant |
| Boiling Water/Steam | Not Resistant |
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This ensures proper selection of silicate mortars for acid-resistant construction as per IS 4832 Part 1.
Key Differences Between Sodium Silicate and Potassium Silicate Mortars (IS 4832 Part 1):
| Property | Sodium Silicate Mortar | Potassium Silicate Mortar |
|---|---|---|
| Working Time | 15 minutes | 20 minutes |
| Flexural Strength | ≥ 35 kg/cm² (7 days) | ≥ 40 kg/cm² (7 days) |
| Compressive Strength | ≥ 100 kg/cm² (7 days) | ≥ 150 kg/cm² (7 days) |
| Bond Strength | ≥ 5 kg/cm² | ≥ 5 kg/cm² |
| Toluene Absorption | ≤ 18% by weight | ≤ 18% by weight |
For detailed usage, refer to IS 4441-1967.
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This table and diagram summarize the mechanical and chemical differences critical for selection in acid-resistant construction.
According to IS 4832 Part 1, the working time and strength of silicate type mortars are specified and tested as follows:
| Property | Sodium Silicate (kg/cm²) | Potassium Silicate (kg/cm²) | Test Clause (IS 4456 Part I) |
|---|---|---|---|
| Flexural Strength | ≥ 35 | ≥ 40 | 6 |
| Compressive Strength | ≥ 100 | ≥ 150 | 7 |
| Bond Strength | ≥ 5 | ≥ 5 | 8 |
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This ensures chemical resistant silicate mortars have adequate setting time and mechanical performance.
According to IS 4832 Part 1, the limitations of silicate type mortars regarding exposure to alkalis and water are:
| Exposure | Resistance of Silicate Mortar |
|---|---|
| Alkalis | Not resistant |
| Boiling water | Not resistant |
| Frequent water washing | Deteriorates |
| Most acids (except HF, ortho-phosphoric) | Resistant |
For detailed application methods, refer to IS 4441-1967.
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Packaging and Marking Requirements per IS 4832 Part 1
To ensure mortar quality during storage and transport:
Packaging:
Marking on Each Package:
Sampling for Quality Control:
This ensures traceability, prevents quality loss, and facilitates conformity checks.
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