IS 1838 Part 21984AI Search Enabled✦ AI Generated

preformed fillers for expansion joints in concrete pavement and structure (non-extruding and resilient type) Part 2 CNSL Aldehyde resin and coconut pith - Specification

IS 1838 Part 2 (1984) specifies the requirements for preformed fillers made from cashewnut shell liquid (CNSL) aldehyde resin and coconut pith used in expansion joints of concrete pavements, runways, bridges, and other concrete structures. This standard covers the material composition, manufacturing process, physical properties, testing methods, and packaging for non-extruding, resilient joint fillers to ensure durability and performance under compression and weathering conditions.

10Sections
105Clauses Indexed
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1984Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
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What This Standard Covers

IS 1838 Part 2 (1984) specifies the requirements for preformed fillers made from cashewnut shell liquid (CNSL) aldehyde resin and coconut pith used in expansion joints of concrete pavements, runways, bridges, and other concrete structures. This standard covers the material composition, manufacturing process, physical properties, testing methods, and packaging for non-extruding, resilient joint fillers to ensure durability and performance under compression and weathering conditions.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Pavement Designers
  • Construction Material Suppliers
  • Quality Control Engineers
  • Bridge and Highway Engineers
  • Infrastructure Project Managers

Key Topics Covered

Material composition of CNSL aldehyde resin and coconut pith fillers
Manufacturing process and curing methods
Physical properties including compression and recovery
Testing procedures for strength and weathering resistance
Dimensional tolerances and packaging requirements
Sampling and quality control measures
Application in concrete pavements, runways, and bridges
Non-extruding and resilient filler characteristics
Use of additives like rubber latex and hardeners
Marking and certification guidelines
Compatibility with sealing compounds (IS 1834)

Table of Contents

1Scope

IS 1838 (Part 2) - Scope & Key Specifications Summary

  • Scope:
    Covers hot applied sealing compounds for joints in concrete, including dimensional and performance criteria for fillers used in expansion joints in paving and structural construction.

  • Key Specifications:

    • Compression (Clause 4.3):
      Load to compress specimen to 50% thickness:
      [ 0.7 \text{ to } 5.3 , \text{N/mm}^2 ]
      Mass loss after compression ≤ 5%.

    • Dimensions (Clause 5.1):
      Fillers must conform to dimensions specified in the contract/order.

  • Rounding Off (Clause 0.5):
    Final test values rounded as per IS 2:1960, maintaining the same significant figures as the specified values.


Summary Table: Compression Requirements

PropertyValue RangeReference
Compression Load0.7 to 5.3 N/mm²IS 1838 (Part 2), 4.3
Mass Loss After Test≤ 5%IS 1838 (Part 2), 4.3

flowchart LR
    A[Joint in Concrete] --> B[Hot Applied Sealing Compound]
    B --> C[Compression Test]
    C --> D[Load: 0.7 - 5.3 N/mm²]
    C --> E[Mass Loss ≤ 5%]
    B --> F[Dimension as per Contract]

This ensures sealing compounds meet mechanical and dimensional standards for durability and performance in concrete joints.

2Materials

IS 1838 (Part 2) - 1984: Key Material Specifications & Formulas

Clause 4.3: Compression Test for Preformed Fillers

  • Compression Load: 0.7 to 5.3 N/mm² to compress specimen to 50% thickness.
  • Mass Loss: After compression, mass loss ≤ 5% of original mass.
  • Reference Standard: IS 10566-1983 for test specimen preparation.

Clause 7.3: Testing Requirements

  • Test 5 specimens for:
    • Physical properties (as per Clause 4).
    • Dimensional tolerances (see Clause 5).
  • Lot acceptance if all specimens meet criteria.

Important Notes:

  • Materials include bitumen-impregnated fibre fillers (Part 1).
  • Hot-applied sealing compounds and resilient fillers are covered.
  • Compression strength and durability under load are critical.

Summary Table for Compression Requirements

ParameterValue
Compression Load0.7 to 5.3 N/mm²
Compression Thickness50% of original
Max Mass Loss5% after compression

flowchart LR
    A[Specimen Preparation] --> B[Compression Test]
    B --> C{Load Applied}
    C -->|0.7 to 5.3 N/mm²| D[Thickness reduced to 50%]
    D --> E[Check Mass Loss]
    E -->|≤5%| F[Pass]
    E -->|>5%| G[Fail]

Use IS 10566-1983 for detailed specimen preparation and test procedures. This ensures compliance with IS 1838 (Part 2) standards.

3Manufacture

IS 1838 Part 2 - Manufacture: Key Specifications

  • Compression Test (Clause 4.3):

    • Load to compress specimen to 50% thickness: 0.7 to 5.3 N/mm² (per IS 10566-1983).
    • Post-compression mass loss: ≤ 5% of original mass.
  • Rounding Off (General Clause):

    • Final test values must be rounded as per IS 2-1960.
    • Retain the same significant figures as specified values.

Summary Table: Compression Requirements

ParameterValue
Compression Load Range0.7 to 5.3 N/mm²
Compression Thickness Reduction50% of original thickness
Maximum Mass Loss after Test5%

Notes:

  • Compression test ensures material durability under load.
  • Mass loss limit indicates chemical stability or binder retention.
  • Follow IS 10566-1983 for detailed test procedure.
flowchart TD
    A[Specimen Preparation] --> B[Compression Test]
    B --> C{Load Applied}
    C -->|0.7 to 5.3 N/mm²| D[Thickness reduced to 50%]
    D --> E[Measure Mass Loss]
    E --> F{Mass Loss ≤ 5%?}
    F -->|Yes| G[Pass]
    F -->|No| H[Fail]

This ensures quality control during manufacture of sealing compounds and related materials per IS 1838 Part 2.

4Properties

IS 1838 Part 2 (1984) – Key Properties & Specifications Summary

1. Compression Test (Clause 4.3)

  • Compression Load: 0.7 to 5.3 N/mm² applied to compress specimen to 50% thickness.
  • Mass Loss: After compression, mass loss must not exceed 5% of original mass.
  • Reference: Test method per IS 10566-1983.

2. Rounding Off (General Clause)

  • Follow IS 2-1960 for rounding numerical values.
  • Retain the same number of significant digits as specified values.

3. Material Types Covered

  • Preformed fillers for expansion joints (non-extruding, resilient).
  • Hot-applied sealing compounds for concrete joints.
  • Specifications for chemical materials like CNSL, phosphoric acid, paraformaldehyde, quick lime, and hydrated lime.

Summary Table: Compression Test Requirements

PropertyValue/RangeNotes
Compression Load0.7 to 5.3 N/mm²Applied to 50% thickness reduction
Maximum Mass Loss≤ 5%After compression test

flowchart LR
    A[Specimen Preparation] --> B[Apply Compression Load (0.7-5.3 N/mm²)]
    B --> C[Reduce Thickness to 50%]
    C --> D[Measure Mass Loss]
    D --> E{Mass Loss ≤ 5%?}
    E -- Yes --> F[Pass]
    E -- No --> G[Fail]

This ensures the filler material's resilience and durability under compression in concrete joints.

5Dimensions and Tolerances

IS 1838 Part 2 — Dimensions and Tolerances Summary

Key Tolerances (Clause 5.2)

  • Thickness: +2.5 mm
  • Depth: +5 mm
  • Length: ±7.5 mm

Dimensions (Clause 5.1)

  • Fillers' dimensions must conform to the contract or order specifications.

Rounding Off (Clause 0.5)

  • Follow IS 2-1960 for rounding test or analysis results.
  • Retain the same number of significant digits as specified values.

Quick Reference Table

ParameterTolerance
Thickness+2.5 mm
Depth+5 mm
Length±7.5 mm

Notes:

  • These tolerances ensure proper fit and performance of fillers in construction joints.
  • Always verify contract/order for any special dimension requirements.
  • Rounding rules ensure consistency in reporting test results.
flowchart LR
    A[Contract/Order] --> B[Specify Dimensions]
    B --> C[Manufacture Fillers]
    C --> D[Apply Tolerances]
    D --> E[Thickness +2.5 mm]
    D --> F[Depth +5 mm]
    D --> G[Length ±7.5 mm]
    E & F & G --> H[Final Product]

This concise guide helps maintain dimensional accuracy and quality control as per IS 1838 Part 2.

6Marking and Packaging

IS 1838 Part 2: Marking and Packaging Key Points

  • Clause 6.1: Marking Requirements

    • Packages must be marked with:
      • Manufacturer's name or trademark (if any)
      • Size of the product
  • Clause 6.2: BIS Certification Marking

    • Products may carry the BIS Standard Mark to indicate conformity.

Additional Notes:

  • No specific formulas or tables are provided in these clauses.
  • Marking ensures traceability and size identification.
  • Packaging should protect the product and maintain marking legibility.
  • Rounding off numerical values should follow IS rounding rules (usually nearest whole number or decimal place as per product requirement).

Summary Table for Marking:

Marking ElementDescription
Manufacturer's NameFull name or trademark
SizeNominal size (e.g., diameter)
BIS Standard Mark (optional)Indicates IS compliance

If you need packaging specifications or sealing compound details, please specify the exact clause or part.

7Sampling and Testing

IS 1838 Part 2 - Sampling and Testing Key Points

Sampling

  • Number of Samples (Clause 7.1):

    • One representative sample per 100 m² of material of the same thickness.
    • Sampling must be random to ensure representativeness.
  • Sample Size (Clause 7.2):

    • Each sample must be large enough to produce five test pieces of 100 mm x 100 mm.

Testing and Evaluation

  • Compression Test (Clause 4.3):
    • Compress specimen to 50% of original thickness.
    • Required load range: 0.7 to 5.3 N/mm².
    • Mass loss after compression should not exceed 5%.

Rounding Off Results

  • Follow IS 2-1960 for rounding off test results.
  • Retain the same number of significant figures as the specified value.

Summary Table

ParameterSpecification
Sample Area per Sample100 m²
Test Piece Size100 mm × 100 mm
Number of Test Pieces5
Compression Load Range0.7 to 5.3 N/mm²
Compression Thickness Reduction50% of original thickness
Max Mass Loss After Compression5%
Rounding Off StandardIS 2-1960

flowchart TD
    A[Sampling] --> B[Select 1 sample per 100 m²]
    B --> C[Sample size: Enough for 5 pieces 100x100 mm]
    C --> D[Compression Test]
    D --> E[Compress to 50% thickness]
    E --> F[Load between 0.7 - 5.3 N/mm²]
    F --> G[Mass loss ≤ 5%]
    G --> H[Round off results as per IS 2-1960]

This ensures consistent, reliable testing and compliance with IS 1838 Part 2.

8Certification and Standard Mark

IS 1838 Part 2 – Certification and Standard Mark (Clause 6.2 & 6.2.1)

  • Standard Mark Usage:
    The Standard Mark is a certification mark granted by BIS under the Bureau of Indian Standards Act, 1986. It signifies compliance with the relevant Indian Standard.

  • Licensing Conditions:
    Manufacturers or producers must obtain a license from BIS to use the Standard Mark. This license is granted based on compliance with the product specifications and quality control requirements.

  • Key Points:

    • The Standard Mark indicates conformity to IS 1838 Part 2.
    • Use of the mark is strictly regulated by BIS rules and licensing agreements.
    • Details on licensing procedures, conditions, and fees are available directly from BIS.
  • No explicit formulas or tables are provided in Clause 6.2 or 6.2.1 for certification marking.


For practical purposes, always consult the latest BIS licensing handbook or contact BIS for detailed application and compliance requirements.

9Application and Usage Guidelines

IS 1838 Part 2 - Application and Usage Guidelines: Key Points

  • Compression Test (Clause 4.3):

    • Load to compress specimen to 50% thickness: 0.7 to 5.3 N/mm² (per IS 10566-1983).
    • After compression, mass loss must be ≤ 5% of original mass.
  • Rounding Off Numerical Values:

    • Follow IS 2-1960 for rounding rules.
    • Retain the same number of significant digits as specified values.
  • Material Specifications:

    • Hot applied sealing compounds for concrete joints must meet compression and mass loss criteria.
    • Related materials: cashewnut shell liquid (CNSL), paraformaldehyde, quick lime, hydrated lime (chemical industry grade).

Summary Table: Compression Test Limits

ParameterValue
Compression Load0.7 to 5.3 N/mm²
Compression Thickness Reduction50%
Maximum Mass Loss After Test≤ 5%

flowchart LR
    A[Sealing Compound Sample] --> B[Compression Test]
    B --> C{Load Applied}
    C -->|0.7-5.3 N/mm²| D[Thickness reduced to 50%]
    D --> E[Check Mass Loss]
    E -->|≤ 5% mass loss| F[Pass]
    E -->|> 5% mass loss| G[Fail]

Note: Always verify material compliance with IS 1838 Part 2 and related IS codes for specific applications.

10References

IS 1838 Part 2 - Key References & Specifications Summary

  • Compression Test (Clause 4.3):

    • Load to compress specimen to 50% thickness: 0.7 to 5.3 N/mm² (per IS 10566-1983).
    • Post-compression mass loss: ≤ 5%.
  • Rounding Rules (IS:2-1960):

    • Final test/calculated values must be rounded off to the same significant figures as specified in the standard.
  • Related Specifications Referenced:

    • Hot applied sealing compounds for concrete joints (first revision).
    • Cashewnut Shell Liquid (CNSL) specification (revised).
    • Paraformaldehyde specification.
    • Quick lime and hydrated lime for chemical industries (Part 2 Hydrated lime, second revision).
    • Safety code for phosphoric acid.
    • Test methods for preformed fillers for expansion joints.

Rounding Off (IS 2-1960) Example:

Observed ValueSpecified ValueRounded Value
0.67890.680.68
123.456120120

flowchart LR
    A[Test Specimen] --> B[Compression Load Applied]
    B --> C{Load = 0.7 to 5.3 N/mm²?}
    C -- Yes --> D[Specimen compressed to 50% thickness]
    D --> E[Mass loss ≤ 5%?]
    E -- Yes --> F[Pass]
    E -- No --> G[Fail]
    C -- No --> G

This ensures sealing compounds meet mechanical and durability criteria per IS 1838 Part 2.

Popular Questions About IS 1838 Part 2

?What materials are used in the CNSL aldehyde resin and coconut pith fillers?

Materials used in CNSL Aldehyde Resin and Coconut Pith Fillers (IS 1838 Part 2):

  • Cashewnut Shell Liquid (CNSL): Polymerized by heating with acid (phosphoric acid).
  • Coconut Pith: Acts as filler.
  • Calcium Hydroxide: Used as a filler and stabilizer.
  • Paraformaldehyde & Furfuraldehyde: Serve as hardeners for resin polymerization.
  • Rubber Latex: Added to reduce crumbling and improve flexibility.
  • Baby Fibre (optional): Partial replacement of filler to increase flexural strength.

Process Summary:

  • CNSL is polymerized with phosphoric acid.
  • Mixed with coconut pith, calcium hydroxide, paraformaldehyde, and furfuraldehyde.
  • Mixture pressed into wooden molds at ~450 g/mm³ density.
  • Slabs of 12 mm thickness are cured (possibly in warm chamber) for strength.

This combination yields a strong, flexible composite panel.

Loading diagram...
?How is the filler manufactured and cured to achieve required strength?

Manufacturing and Curing of Filler (IS 1838 Part 2)

  • Polymerization: CNSL (Cashew Nut Shell Liquid) is polymerized by heating with acid to a suitable consistency.
  • Mixing: Polymerized CNSL is mixed with:
    • Coconut pith (filler)
    • Calcium hydroxide
    • Hardeners: paraformaldehyde and furfuraldehyde
  • Moulding: The mixture is filled into wooden moulds and pressed to a density of about 450 g/cm³.
  • Slab Thickness: Slabs of 12 mm thickness are formed.
  • Curing: Slabs are allowed to harden naturally or accelerated by curing in a warm chamber to achieve required strength.
  • Strength Enhancement:
    • Replace part of filler with baby fibre to increase flexural strength.
    • Add rubber latex to reduce crumbling under compression.

This process ensures a non-extruding, resilient filler suitable for expansion joints in concrete pavements and structures.

Loading diagram...
?What are the key physical properties such as compression and recovery?

According to IS 1838 Part 2 (1984), the key physical properties of expansion joint fillers are:

  • Recovery (Clause 4.2):
    The specimen must recover at least 70% of its original thickness after compression, tested per IS 10566-1983.

  • Compression (Clause 4.3):
    The load to compress the specimen to 50% of its original thickness should be between 0.7 to 5.3 N/mm².
    After compression, the specimen must not lose more than 5% of its original mass.

  • Extrusion (Clause 4.4):
    When compressed to 50% thickness with three edges restrained, the extrusion of the specimen edge shall not exceed 6.5 mm.

  • Handling (Clause 4.1):
    The filler must resist deformation or breakage under twisting, bending, or atmospheric exposure.


Summary Table

PropertyRequirementTest Reference
Recovery≥ 70% thickness recoveryIS 10566-1983
Compression0.7 to 5.3 N/mm² at 50% thicknessIS 10566-1983
Mass Loss≤ 5% after compressionIS 10566-1983
Extrusion≤ 6.5 mm edge extrusionIS 10566-1983
DurabilityNo deformation/breakage on handlingIS 1838 Part 2 (1984)

This ensures joint fillers maintain elasticity, load resistance, and durability in structural applications.

?What dimensional tolerances are allowed for these preformed fillers?

According to IS 1838 Part 2 for preformed fillers (non-extruding and resilient type) used in expansion joints:

  • Dimensions must conform to the contract or order specifications (Clause 5.1).
  • Permissible dimensional tolerances (Clause 5.2) are:
    • Thickness: +2.5 mm
    • Depth: +5 mm
    • Length: ±7.5 mm

These tolerances ensure proper fit and performance of fillers in expansion joints, accommodating minor manufacturing variations without compromising joint functionality.

?How should these fillers be tested to ensure compliance with the standard?

To ensure compliance of preformed fillers for expansion joints as per IS 1838 Part 2, the following testing approach is recommended:

Testing Requirements for Fillers (Non-Extruding, Resilient Type)

  • Dimensional Check: Verify dimensions against contract/order specifications (Clause 5.1).
  • Material Properties:
    • Resilience: Test compression recovery to ensure the filler recovers its shape after load.
    • Non-Extrusion: Confirm the filler does not extrude or deform excessively under compression.
  • Physical Tests:
    • Density and Hardness: Measure to confirm consistency with specified material standards.
    • Water Absorption: Should be minimal to prevent deterioration.
  • Durability:
    • Exposure to temperature cycles and moisture to simulate field conditions.
    • Resistance to aging and weathering.

Typical Test Methods Referenced:

  • Compression test (ASTM D3575 or equivalent)
  • Water absorption test (ASTM D570 or equivalent)

Loading diagram...

Summary: Test fillers for dimensional accuracy, resilience, non-extrusion, water absorption, and durability per IS 1838 Part 2 and relevant ASTM standards to ensure compliance.

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