IS 4832 Part 11969AI Search Enabled✦ AI Generated

chemical resistant mortars, Part I: Silicate type

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.

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What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Chemical Plant Designers
  • Construction Material Manufacturers
  • Quality Control Engineers
  • Structural Engineers
  • Industrial Flooring Specialists
  • Refractory Technologists

Key Topics Covered

Scope and application of silicate type chemical resistant mortars
Composition of binders and fillers
Physical property requirements (strength, working time, absorption)
Chemical resistance characteristics and limitations
Sampling and testing procedures for conformity
Criteria for acceptance and rejection of mortar lots
Packaging and marking requirements
Use cases for acid-resistant masonry bonding
Differences between sodium and potassium silicate mortars
Guidelines for storage and shelf life
Compatibility with various acids
Limitations regarding alkalis and water exposure

Table of Contents

1Scope

IS 4832 Part 1 - Scope & Key Specifications for Silicate Type Chemical Resistant Mortars

Scope (Clause 2.0)

  • Defines the applicability of the standard for silicate type chemical resistant mortars.
  • Covers physical and chemical resistance requirements for sodium and potassium silicate mortars.

Key Physical Requirements (Clause 3.1, Table 1)

PropertySodium SilicatePotassium SilicateUnitTest Method (IS 4456 Part I)
Working Time1520Minutes @ 27±2°CClause 3
Flexural Strength≥ 35≥ 40kg/cm² (7 days)Clause 6
Compressive Strength≥ 100≥ 150kg/cm² (7 days)Clause 7
Bond Strength≥ 5≥ 5kg/cm²Clause 8
Absorption of Toluene≤ 18≤ 18% by weightClause 9

Additional Notes

  • Lot acceptance requires all tests to meet these criteria (Clause 3.2).
  • The standard aligns with ASTM C466-1962T for international consistency.

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

2Definitions

IS 4832 Part 1 (1969) – Key Definitions & Specifications

Definitions (Clause 2.0 & 3.1)

  • Binders:
    Liquid binder is either:

    • Sodium silicate solution with soda-silica molecular ratio 2.5 to 3.5
    • Potassium silicate solution
  • Lot Compliance:
    A lot is accepted if all tests meet the specification requirements (Clause 3.2).


Physical Requirements of Silicate Type Chemical Resistant Mortars (Table 1, Clause 3.1)

PropertySodium Silicate MortarPotassium Silicate MortarTest Method Ref (IS 4456 Part 1)
Working time (min) at 27 ± 2°C1520Clause 3
Flexural strength (kg/cm²) at 7 days3540Clause 6
Compressive strength (kg/cm²) at 7 days100150Clause 7
Bond strength (kg/cm²)55Clause 8
Absorption of toluene (%) max1818Clause 9

Notes:

  • Strength values are minimum requirements at 7 days.
  • Working time refers to the usability window of the mortar before setting.
  • Absorption of toluene indicates chemical resistance to organic solvents.

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.

3Composition of Mortars

Composition & Specifications of Silicate Type Chemical Resistant Mortars

(IS 4832 Part 1, Ref: IS 4456 Part I - 1967)

PropertySodium Silicate MortarPotassium Silicate MortarTest Method (IS 4456 Part I)
Working Time (min)1520Clause 3
Flexural Strength (kg/cm² at 7 days)3540Clause 6
Compressive Strength (kg/cm² at 7 days)100150Clause 7
Bond Strength (kg/cm²)55Clause 8
Absorption of Toluene (% by weight, max)1818Clause 9

Key Notes:

  • Mortars are chemically setting silicate types: Sodium Silicate and Potassium Silicate based.
  • Strength values are minimum requirements after 7 days curing.
  • Absorption of toluene indicates chemical resistance.
  • Tests are per IS 4456 (Part I) - 1967.

Typical Composition (General Guide):

  • Silicate solution (Sodium or Potassium silicate)
  • Fine aggregates (graded sand)
  • Additives for workability and chemical resistance

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.

4Physical Requirements

Here are the key physical requirements for Silicate Type Chemical Resistant Mortars as per IS 4832 Part 1, Clause 3.1 and Table 1:

PropertySodium Silicate MortarPotassium Silicate MortarTest Method Ref (IS 4456 Part 1 - 1967)
Working time (min) at 27 ± 2°C1520Clause 3
Flexural strength (kg/cm²) at 7 days3540Clause 6
Compressive strength (kg/cm²) at 7 days100150Clause 7
Bond strength (kg/cm²)55Clause 8
Absorption of toluene (%) max1818Clause 9

Additional Notes:

  • Setting Agent: Fluoride or acid compounds react with silicate binder to form insoluble silica gel (Clause 3.3).
  • Lot Acceptance: All test results must meet these criteria for acceptance (Clause 3.2).

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]
5Chemical Resistance Requirements

IS 4832 Part 1: Chemical Resistance Requirements for Silicate Type Mortars


Key Physical Requirements (Table 1)

PropertySodium SilicatePotassium SilicateTest Method Ref. (IS 4456 Part I)
Working time (min)1520Clause 3
Flexural strength (kg/cm²) @ 7 days≥ 35≥ 40Clause 6
Compressive strength (kg/cm²) @ 7 days≥ 100≥ 150Clause 7
Bond strength (kg/cm²)≥ 5≥ 5Clause 8
Absorption of toluene (%)≤ 18≤ 18Clause 9

Chemical Resistance Limits

  • Clause 5.1: Chemical resistance limits are not fixed; they must be mutually agreed between purchaser and supplier.
  • Testing is done as per IS 4456 (Part I) - 1967 (Methods for silicate and resin type mortars).

Notes:

  • Use IS 4456 (Part I) for detailed chemical resistance test procedures.
  • Refer to related standards for other mortar types: IS 4441, IS 4442, IS 4443, IS 4456 (Part II), IS 4832 (Part III).
  • Results should be rounded as per IS 2-1960.

This ensures mortar selection and acceptance criteria meet project-specific chemical exposure conditions effectively.

6Sampling and Criteria for Conformity

IS 4832 Part 1: Sampling and Criteria for Conformity

Sampling Procedure (Appendix A, Clause 6.1 & A-2.1)

  • Select ≥10% of containers from the lot (filler and binder separately).
  • From each selected container, take equal quantities.
  • Mix filler and binder thoroughly to prepare a representative mortar sample for testing.

Criteria for Conformity (Clause 6.1 & A-3)

  • Samples must conform to the requirements specified in the standard.
  • Testing is done on the prepared mortar sample from the selected containers.
  • Acceptance or rejection of the lot is based on these test results.

Marking (Clause 7.1.1)

  • Each package may carry the Standard Mark as per BIS rules.
  • The Standard Mark certifies compliance under BIS supervision and ongoing quality control.

Summary Table: Sampling

Lot Size (Containers)Minimum Containers to Sample (≥10%)
101
505
10010
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.

7Packing and Marking

IS 4832 Part 1 – Packing and Marking Summary

Packing Requirements (Clause 7.1)

  • Silicate solution: Must be packed in sealed airtight containers.
  • Dry mix: Properly packaged to prevent deterioration during storage.

Mandatory Marking on Each Package:

  • Manufacturer's name
  • Date of manufacture / Batch number
  • Net volume/weight (solution) or Net weight (dry mix)
  • Storage requirements
  • Storage life
  • Date of expiry

Optional Marking (Clause 7.1.1)

  • Standard Mark as per BIS regulations, ensuring compliance with IS standards and quality control.

Sampling (Appendix A, Clause 6.1)

  • Sampling and conformity criteria follow the procedure in Appendix A (detailed in IS 4832 Part 1:1969).

Visual 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.

Appendix ASampling Methods and Conformity Criteria

IS 4832 Part 1: Sampling Methods and Conformity Criteria

Sampling Procedure (Clause 6.1 & Appendix A)

  • Sample Selection:
    • Select samples from each lot separately.
    • For mortar, select ≥10% of containers of filler and binder each.
    • Take equal quantities from selected containers.
    • Mix filler and binder samples thoroughly to prepare the mortar sample.

Conformity Criteria (Appendix A-3)

  • The sample must meet all specified physical and chemical requirements.
  • If test results fall within tolerance limits, the lot is accepted.
  • Non-conformance leads to rejection or retesting as per the standard.

Marking (Clause 7.1.1)

  • Packages may bear the Standard Mark if licensed by BIS.
  • This mark certifies compliance with IS 4832 under BIS supervision.
  • Continuous surveillance ensures ongoing conformity.

Summary Table: Sampling and Testing

StepDescription
LotEntire batch of material
Sample Size≥10% containers from lot
Sample PreparationEqual quantities mixed thoroughly
Acceptance CriteriaCompliance with IS physical/chemical specs
MarkingStandard 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.

AmendmentsAmendment No. 1 - Alterations and Updates

IS 4832 Part 1 - Amendment No. 1 (June 1981) Key Updates

1. Binders Specification (Clause 3.1)

  • Liquid binder: Sodium silicate or potassium silicate solution.
  • Molecular ratio (SiO₂/Na₂O or SiO₂/K₂O): 3 to 3.7.
  • Specific gravity: Approximately 1.4.
  • Binder must form chemical resistant mortar with suitable powder (setting agent + filler).

2. Chemical Resistance Guide (Clause 5.1)

  • Refer to Table 1 of IS 4441-1980 for chemical resistance of silicate mortars against various substances.
  • This table provides a general guide on durability and compatibility with chemicals.

3. Testing & Conformity (Clause 3.3 and A-3.3)

  • Samples tested per Table 1 of IS 4832 Part 1.
  • If initial sample fails, a second sample from the same lot is tested.
  • Failure of second sample leads to rejection of entire lot.

Summary Table: Binder Properties

PropertyValue
Molecular Ratio (SiO₂/Na₂O or SiO₂/K₂O)3.0 to 3.7
Specific Gravity~1.4
Binder TypeSodium or Potassium Silicate

Reference for Chemical Resistance:

IS CodeDescription
IS 4441-1980Chemical 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.

Popular Questions About IS 4832 Part 1

?What are the main chemical resistances provided by silicate type mortars under IS 4832 Part 1?

Chemical Resistance of Silicate Type Mortars (IS 4832 Part 1)

  • Resistant to:

    • Most acids except hydro-fluoric acid and concentrated ortho-phosphoric acid.
    • Specifically effective against nitric, chromic, sulphuric, and hydrochloric acids.
    • Potassium silicate mortars are recommended for resistance to sulphuric acid and its mixtures.
  • Not resistant to:

    • Alkalies of any concentration.
    • Boiling water and steam.
    • Prolonged or frequent exposure to water leads to deterioration.
  • Applications:

    • Jointing acid-proof bricks or tiles.
    • Construction of towers, stacks, tank linings, sumps, drains, and chemical-resistant floors.
  • For detailed usage, refer to IS 4441-1967 (Code of Practice for silicate mortars).


Summary Table of Chemical Resistance

Chemical TypeResistance of Silicate Mortar
Nitric AcidResistant
Chromic AcidResistant
Sulphuric AcidResistant (Potassium silicate recommended)
Hydrochloric AcidResistant
Hydro-fluoric AcidNot Resistant
Concentrated Ortho-phosphoric AcidNot Resistant
Alkalies (any concentration)Not Resistant
Boiling Water/SteamNot Resistant
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This ensures proper selection of silicate mortars for acid-resistant construction as per IS 4832 Part 1.

?What are the key differences between sodium silicate and potassium silicate mortars?

Key Differences Between Sodium Silicate and Potassium Silicate Mortars (IS 4832 Part 1):

PropertySodium Silicate MortarPotassium Silicate Mortar
Working Time15 minutes20 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

Additional Notes:

  • Chemical Resistance: Both resist most acids except hydrofluoric and concentrated ortho-phosphoric acids.
  • Potassium silicate mortar is preferred for resistance against sulphuric acid and acid mixtures.
  • Both are not resistant to alkalies, boiling water, or steam.
  • Potassium silicate solution has a K₂O:SiO₂ molecular ratio of 1.8 to 2.3 and specific gravity ~1.3.

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.

?How is the working time and strength of silicate type mortars specified and tested?

According to IS 4832 Part 1, the working time and strength of silicate type mortars are specified and tested as follows:

Working Time

  • Sodium Silicate Mortar: Minimum 15 minutes at 27 ± 2°C
  • Potassium Silicate Mortar: Minimum 20 minutes at 27 ± 2°C
  • Test Method: Clause 3 of IS 4456 (Part I)-1967

Strength Requirements (at 7 days)

PropertySodium Silicate (kg/cm²)Potassium Silicate (kg/cm²)Test Clause (IS 4456 Part I)
Flexural Strength≥ 35≥ 406
Compressive Strength≥ 100≥ 1507
Bond Strength≥ 5≥ 58

Summary

  • Mortars must meet these minimum physical properties after 7 days curing.
  • Testing follows IS 4456 (Part I)-1967 procedures for consistency and reliability.
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This ensures chemical resistant silicate mortars have adequate setting time and mechanical performance.

?What are the limitations of silicate type mortars regarding exposure to alkalis and water?

According to IS 4832 Part 1, the limitations of silicate type mortars regarding exposure to alkalis and water are:

  • Not resistant to alkalies of any concentration; exposure leads to deterioration.
  • Not resistant to boiling water and steam.
  • Likely to deteriorate with continued exposure or frequent washing with water.

Key points:

  • Silicate mortars resist most acids except hydro-fluoric and concentrated ortho-phosphoric acids.
  • Potassium silicate mortars are preferred for sulfuric acid resistance.
  • For alkalis and water exposure, silicate mortars are unsuitable due to chemical breakdown.

Summary Table (Resistance):

ExposureResistance of Silicate Mortar
AlkalisNot resistant
Boiling waterNot resistant
Frequent water washingDeteriorates
Most acids (except HF, ortho-phosphoric)Resistant

For detailed application methods, refer to IS 4441-1967.

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?What packaging and marking requirements ensure mortar quality during storage and transport?

Packaging and Marking Requirements per IS 4832 Part 1

To ensure mortar quality during storage and transport:

  • Packaging:

    • Silicate solution must be in sealed airtight containers to prevent contamination and deterioration.
    • Dry mix should be packaged to prevent moisture ingress and deterioration.
  • Marking on Each Package:

    • Manufacturer's name
    • Date of manufacture / Batch number
    • Net volume/weight (solution) or Net weight (dry mix)
    • Storage requirements (e.g., temperature, humidity)
    • Storage life (duration for which quality is maintained)
    • Date of expiry
  • Sampling for Quality Control:

    • Select at least 10% of containers from a lot.
    • Take equal quantities from selected containers to prepare mortar samples.

This ensures traceability, prevents quality loss, and facilitates conformity checks.

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