IS 2095 Part 31996AI Search Enabled✦ AI Generated

gypsum plaster boards, Part 3: Reinforced Gypsum plasterboards

IS 2095 Part 3: 1996 specifies the requirements, manufacturing methods, and testing procedures for reinforced gypsum plaster boards, including fibrous and glass fibre reinforced types. This standard applies to gypsum plaster boards used as lining materials for ceilings, walls, door panels, and partitions, ensuring quality, strength, and durability for construction and interior applications.

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81Clauses Indexed
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1996Edition
Building Limes and Gypsum ProductsCategory
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What This Standard Covers

IS 2095 Part 3: 1996 specifies the requirements, manufacturing methods, and testing procedures for reinforced gypsum plaster boards, including fibrous and glass fibre reinforced types. This standard applies to gypsum plaster boards used as lining materials for ceilings, walls, door panels, and partitions, ensuring quality, strength, and durability for construction and interior applications.

Who Uses This Standard

  • Civil Engineers
  • Architects
  • Construction Contractors
  • Building Material Manufacturers
  • Quality Control Inspectors
  • Interior Designers
  • Structural Engineers

Key Topics Covered

Manufacturing methods for reinforced gypsum plaster boards
Material composition including gypsum plaster and reinforcing fibres
Physical and mechanical properties such as flexural strength and surface hardness
Dimensional tolerances and board sizes
Sampling and testing procedures for quality assurance
Visual inspection criteria for defects and imperfections
Moisture absorption and swelling limits
Marking, packing, and labelling requirements
Environmental considerations and ECO Mark optional requirements
Use of by-product gypsum conforming to IS 12679
Testing for fibre content and distribution
Certification and compliance with BIS standards

Table of Contents

1Scope

IS 2095 (Part 3): 1996 — Scope Overview

This part of IS 2095 covers specifications for asbestos-cement boards, focusing on their dimensions, properties, and quality control.

Key Clauses:

  • Clause 3.1 (Definitions): Defines terms related to asbestos-cement boards for clarity.

  • Clause 6.2 (Dimensions): Specifies length, width, and thickness as per Table 1.

  • Clause 10.1 (General Requirements): Covers general quality and performance criteria.

  • Clause 10.2 (Specific Requirements): Details additional technical requirements for boards.


Table 1: Typical Dimensions (as per Clause 6.2)

ParameterValues (mm)
Length2400, 3000, 3600
Width900, 1200
Thickness4.5, 6, 8, 10, 12, 16

Note: Actual table values should be confirmed from the standard.


General Notes:

  • Boards must meet mechanical strength, water absorption, and fire resistance criteria.
  • Thickness tolerance and dimensional stability are critical.
  • Quality tests include flexural strength and impact resistance.

flowchart LR
    A[IS 2095 Part 3] --> B[Definitions (Clause 3.1)]
    A --> C[Dimensions (Clause 6.2)]
    C --> D[Length, Width, Thickness (Table 1)]
    A --> E[General Requirements (Clause 10.1)]
    A --> F[Specific Requirements (Clause 10.2)]

For detailed formulas or test methods, refer directly to IS 2095 Part 3 text.

2References

IS 2095 (Part 3): Key Formulas, Tables & Specs


1. Dimensions & Properties (Clause 6.2, 6.3, Table 1)

Board TypeThickness (T) mmLength (L) mmWidth (H) mmMass of Plaster (kg/m²)Density (kg/m³)
Fibrous Gypsum121200-1800400-1200Min 10834
GRG Board4.6 - 122000-30001000-12004 - 302500

2. Mechanical Strength (Clause 8.3.2, Table 2)

PropertyAverageMinimum on Either Side
Flexural Strength (MPa)1815
Impact Strength (Nmm/mm²)1714

3. Test Procedure (Clause 1.1, Table B-1)

  • Indentation Test:
    • Steel ball diameter: 10 mm
    • Load: 150 N
    • Duration: 5 minutes on undamaged board surface
    • Measure diameter of impression after removal.

Notes:

  • Length, width, and thickness must conform to Table 1.
  • Mass of plaster varies with board thickness and type.
  • GRG boards have higher density and strength than fibrous gypsum boards.
  • Refer to IS 2095 Part 3 for detailed test methods and quality control.

flowchart TD
    A[Start] --> B[Select Board Type]
    B --> C{Fibrous Gypsum or GRG?}
    C -->|Fibrous Gypsum| D[Use Table 1 Dimensions & Density]
    C -->|GRG| E[Use Table 1 Dimensions & Density]
    D --> F[Check Flexural & Impact Strength (Table 2)]
    E --> F
    F --> G[Test Indentation (Clause 1.1)]
    G --> H[Quality Compliance]
    H --> I[
3Definitions

IS 2095 Part 3: Key Definitions, Dimensions & Properties

Definitions (Clause 3.1)

  • Standard terms related to fibrous gypsum plaster board and Glass Reinforced Gypsum (GRG) board as per IS 2095 Part 3 apply.

Dimensions & Specifications (Clause 6.2, Table 1)

Board TypeThickness (T) mmLength (L) mmWidth (H) mmMass of Plaster (kg/m²)Density (kg/m³)
Fibrous Gypsum121200,1500,1800,1200400,600,900,1200Min 10834
GRG Board4, 6200010004 - 102500
8, 10and12006 - 15
1230008 - 20
10 - 25
12 - 30

Mechanical Properties (Clause 8.3.2, Table 2)

PropertyAverage ValueMinimum on Either Side
Flexural Strength (MPa)1815
Impact Strength (Nmm/mm²)1714

Summary:

  • Board sizes vary by type; fibrous gypsum boards have fixed thickness 12 mm, GRG boards range 4-12 mm.
  • Density: Fibrous gypsum ~834 kg/m³, GRG ~2500 kg/m³.
  • Strength: Flexural strength ≥15 MPa minimum; Impact strength ≥14 Nmm/mm² minimum.

This ensures compliance with IS 2095 Part 3 for quality and performance of gypsum boards.

4Materials

IS 2095 Part 3: Materials Key Data

1. Dimensions & Properties of Boards (Clause 6.2 & Table 1)

Board TypeThickness (T) mmLength (L) mmWidth (H) mmMass of Plaster (kg/m²)Density (kg/m³)
Fibrous Gypsum121200-1800400-1200Min 10834
GRG Board4.6 to 122000-30001000-12004 - 302500

2. Mechanical Properties (Clause 8.3.2, Table 2)

PropertyAverage ValueMinimum on Either Side
Flexural Strength (MPa)1815
Impact Strength (Nmm/mm²)1714

3. Surface Hardness Test (Clause 8.6 & Annex B)

  • Test: Steel ball (Ø 10 mm, load 150 N) pressed for 5 min.
  • Maximum impression diameter ≤ 8 mm.

Summary:

  • Use Table 1 for board dimensions and densities.
  • Check Table 2 for flexural and impact strength minimums.
  • Surface hardness ensures durability with max 8 mm indentation.
flowchart TD
    A[Material Selection] --> B[Check Dimensions & Density (Table 1)]
    B --> C[Verify Flexural & Impact Strength (Table 2)]
    C --> D[Conduct Surface Hardness Test]
    D --> E{Impression ≤ 8 mm?}
    E -- Yes --> F[Material Accepted]
    E -- No --> G[Material Rejected]

This concise data helps ensure compliance with IS 2095 Part 3 for gypsum and GRG boards.

5Types of Reinforced Gypsum Boards

IS 2095 Part 3: Types of Reinforced Gypsum Boards

1. Types:

  • Fibrous Gypsum Plaster Board
  • Glass Reinforced Gypsum (GRG) Board

2. Key Specifications (from Table 1):

Board TypeThickness (mm)Length (mm)Width (mm)Mass of Plaster (kg/m²)Density (kg/m³)
Fibrous Gypsum Board121200-1800400-1200Min 10834
GRG Board4.6 - 122000-30001000-12004 - 30 (varies by thickness)2500

3. Mechanical Properties (Table 2):

PropertyAverage ValueMinimum on Either Side
Flexural Strength (MPa)1815
Impact Strength (Nmm/mm²)1714

4. Definitions:

  • Fibrous Gypsum Board: Gypsum plaster reinforced with fibrous material.
  • GRG Board: Gypsum plaster reinforced with glass fibers, enhancing strength and durability.

Summary:

  • GRG boards have higher density (~2500 kg/m³) and better flexural & impact strength than fibrous boards.
  • Thickness varies from 4.6 mm to 12 mm for GRG boards.
  • Length and width are standardized for ease of installation.

flowchart TD
    A[Gypsum Boards] --> B[Fibrous Gypsum Board]
    A --> C[Glass Reinforced Gypsum (GRG) Board]
    B --> D[Thickness: 12 mm]
    B --> E[Density: 834 kg/m³]
    C --> F[Thickness: 4.6 - 12 mm]
    C --> G[Density: 2500 kg/m³]
    C --> H[Flexural Strength: 15-18 MPa]
    C --> I[Impact Strength: 14-17 Nmm/mm²]
``
6Dimensions and Tolerances

IS 2095 Part 3 (1996) – Dimensions and Tolerances Summary

1. Dimensions (Clause 6.2 & Table 1)

Board TypeThickness (T) mmLength (L) mmWidth (H) mmMass of Plaster (kg/m²)Density (kg/m³)
Fibrous Gypsum121200, 1500, 1800400, 600, 900, 1200Min 10834
GRG Board4.6, 8, 10, 122000, 30001000, 12004-30 (varies by thickness)2500

2. Tolerances (Clause 6.5)

  • Length: +0 mm (no positive tolerance)
  • Width: +0 mm (no positive tolerance)

3. Mechanical Properties (Table 2 - Clause 8.3.2)

PropertyAverage ValueMinimum on Either Side
Flexural Strength (MPa)1815
Impact Strength (Nmm/mm²)1714

Notes:

  • Thickness, length, and width are strictly controlled for quality.
  • Mass of plaster per m² increases with thickness.
  • GRG boards have higher density and strength due to glass fiber reinforcement.
  • No positive tolerance means actual size cannot exceed specified dimensions.
flowchart LR
    A[Board Type] --> B[Thickness (mm)]
    B --> C[Length (mm)]
    C --> D[Width (mm)]
    D --> E[Mass of Plaster (kg/m²)]
    E --> F[Density (kg/m³)]
    F --> G[Mechanical Properties]

For detailed design, refer to IS 2095 Part 3 Tables 1 & 2 for exact values.

7Appearance and Surface Quality

IS 2095 Part 3: Appearance and Surface Quality - Key Specifications & Test

Surface Hardness Test (Clause 8.6 & Annex B):

  • Test Method:

    • Use a steel ball of 10 mm diameter.
    • Apply a load of 150 N gently on the undamaged sheet surface.
    • Maintain the load for 5 minutes.
    • Remove the ball and measure the diameter of the impression.
  • Acceptance Criteria:

    • Diameter of impression shall not exceed 8 mm for both materials tested.

Visual Inspection & Defect Limits (Clause 9.3.1):

  • A lot passes if the number of defective pieces is within permissible limits as per Table 3 (refer IS 2095 Part 3 for exact numbers).

Jolting Test (Clause 8.4 & Annex A):

  • Cut three samples 250 x 250 mm from different board areas.
  • Drop each horizontally from 75 cm height onto a hard wooden table.
  • Ensure no impact on edges or corners.

Summary Table for Surface Hardness Test

ParameterValue
Steel Ball Diameter10 mm
Load Applied150 N
Load Duration5 minutes
Max Impression Dia.8 mm
flowchart TD
    A[Place 10 mm steel ball on surface] --> B[Apply 150 N load]
    B --> C[Maintain load for 5 minutes]
    C --> D[Remove ball and load]
    D --> E[Measure impression diameter]
    E --> F{Diameter ≤ 8 mm?}
    F -->|Yes| G[Pass surface hardness test]
    F -->|No| H[Fail surface hardness test]

This ensures surface quality and durability per IS 2095 Part 3 requirements.

8Physical and Mechanical Properties

IS 2095 Part 3: Physical & Mechanical Properties Summary

1. Dimensions & Density (Clause 6.2, Table 1)

Board TypeThickness (T) mmLength (L) mmWidth (H) mmMass of Plaster (kg/m²)Density (kg/m³)
Fibrous Gypsum121200-1800400-1200Min 10834
GRG Board4.6 - 122000-30001000-12004 - 302500

2. Flexural & Impact Strength (Clause 8.3.2, Table 2)

PropertyAverage ValueMinimum on Either Side
Flexural Strength (MPa)1815
Impact Strength (Nmm/mm²)1714

3. Test Methods

  • Jolting Test (Clause 8.4, Annex A):
    Drop 250x250 mm sample from 75 cm height horizontally on wooden table to check durability.

  • Surface Hardness Test (Clause 8.6, Annex B):
    Performed to assess surface durability (details in Annex B).


Key Notes:

  • Use Table 1 for board sizing and density.
  • Use Table 2 for minimum mechanical strength requirements.
  • Jolting and surface hardness tests ensure board robustness.
flowchart LR
    A[Board Samples] --> B{Tests}
    B --> C[Jolting Test]
    B --> D[Flexural & Impact Strength]
    B --> E[Surface Hardness Test]
    C --> F[Drop from 75 cm]
    D --> G[Measure Flexural & Impact Strength]
    E --> H[Assess Surface Durability]

This concise summary aids in design and quality control per IS 2095 Part 3.

9Sampling and Inspection

IS 2095 Part 3: Sampling and Inspection Key Points

  • Sampling Size (Clause 9.2 & Table 3):
    Number of boards to select depends on lot size:
Lot Size (No. of Boards)Boards to SelectPermissible DefectivesSub-Sample Size
Up to 100603
101 to 150803
151 to 3001314
301 to 5002025
501 to 10003237
1001 and above50510
  • Inspection Criteria (Clause 9.3.1):
    A lot is conforming if the number of defectives ≤ permissible defectives in Table 3.

  • Sampling Procedure (Clause 9.1.1):
    Samples must be selected and inspected separately from each lot.


Summary Diagram: Sampling & Inspection Flow

flowchart TD
    A[Start: Identify Lot Size] --> B{Lot Size?}
    B -->|≤100| C[Select 6 Boards]
    B -->|101-150| D[Select 8 Boards]
    B -->|151-300| E[Select 13 Boards]
    B -->|301-500| F[Select 20 Boards]
    B -->|501-1000| G[Select 32 Boards]
    B -->|>1000| H[Select 50 Boards]
    C --> I[Inspect Boards]
    D --> I
    E --> I
    F --> I
    G --> I
    H --> I
    I --> J{Defectives ≤ Permissible?}
    J -->|Yes| K[Lot Conforms]
    J -->|No| L[Lot Does Not Conform]

Use this sampling plan to ensure quality compliance during inspection per IS 2095 Part 3.

10Packing and Marking

IS 2095 Part 3: Packing and Marking - Key Points

Sampling & Quality Control (Clause 9.3.1, Table 3)

No. of Boards in LotBoards to be SelectedPermissible DefectivesSub-Sample Size
Up to 100603
101 to 150803
151 to 3001314
301 to 5002025
501 to 1,0003237
1,001 and above50510
  • Lot acceptance: All boards tested for transverse bending and surface hardness must individually pass (Clause 9.4.1).
  • Packing material: Must be recyclable, reusable, or biodegradable (Clause 10.1.4).
  • Dimensions: Length, width, thickness per Table 1 (Clause 6.2).

Summary

  • Sampling size and defect limits depend on lot size.
  • Strict individual board testing for key mechanical properties.
  • Environmentally responsible packing materials mandated.
  • Dimensions per standard specifications.

This ensures quality control and eco-friendly packaging in compliance with IS 2095 Part 3.

Annex AJolting Test Method

IS 2095 Part 3: Jolting Test Method Summary

Test Purpose:

  • To check surface integrity of boards under repeated impact (jolting).

Key Specifications (Clause 8.4 & Annex A):

  • Sample Size: 3 pieces, each 250 mm x 250 mm, cut from different board locations.
  • Test Setup:
    • Hold sample horizontally at 75 cm height above a hard wooden table.
    • Drop the sample flat on the table (avoid edges/corners impact).
  • Acceptance Criteria:
    • No cracks or chipping on the surface before 80 jolting cycles.

Procedure Summary:

StepDescription
1Cut 3 test pieces (250x250 mm)
2Hold horizontally at 75 cm
3Drop flat on wooden table
4Repeat up to 80 cycles
5Inspect for cracks/chipping

Related Surface Hardness Test (Clause 8.6 & Annex B):

  • Steel Ball Diameter: 10 mm
  • Load: 150 N
  • Duration: 5 minutes contact
  • Max Impression Diameter: 8 mm

flowchart TD
    A[Cut 3 samples 250x250 mm] --> B[Hold horizontally 75 cm above wooden table]
    B --> C[Drop sample flat on table]
    C --> D[Repeat for 80 cycles]
    D --> E{Any crack or chipping?}
    E -- No --> F[Test Passed]
    E -- Yes --> G[Test Failed]

This test ensures durability against repeated impact, critical for structural and surface quality assurance.

Annex BSurface Hardness Test Method

IS 2095 Part 3: Surface Hardness Test Method (Clause 8.6 & Annex B)

Test Procedure (Annex B, Clause 1.1)

  • Use an undamaged sheet; test at three points on the surface.
  • Place a steel ball of 10 mm diameter on the surface.
  • Apply a load of 150 N gently on the ball.
  • Keep the load and ball in position for 5 minutes.
  • Remove the load and ball; measure the diameter of the impression.

Key Specification

  • The diameter of any impression shall not exceed 8 mm for both materials.

Summary Table: Surface Hardness Test

ParameterValue
Steel ball diameter10 mm
Load applied150 N
Duration of load5 minutes
Max impression diameter8 mm
Number of test points3 per sheet

Additional Notes

  • Test ensures surface resistance to indentation.
  • Impression diameter > 8 mm indicates failure.
  • Test is non-destructive except for minor surface marks.
flowchart TD
    A[Place steel ball (10 mm dia)] --> B[Apply 150 N load]
    B --> C[Keep for 5 minutes]
    C --> D[Remove load and ball]
    D --> E[Measure impression diameter]
    E --> F{Diameter ≤ 8 mm?}
    F -->|Yes| G[Pass Surface Hardness Test]
    F -->|No| H[Fail Surface Hardness Test]

This test is crucial for quality control of boards per IS 2095 Part 3.

Popular Questions About IS 2095 Part 3

?What types of reinforcing fibres are specified for gypsum plaster boards under IS 2095 Part 3?

Reinforcing Fibres Specified in IS 2095 Part 3 for Gypsum Plaster Boards:

  • Natural Fibres:

    • Sisal
    • Coconut (up to 20% by mass mixed with sisal)
    • Jute or other fibres of regular dimensions
  • Quality Requirements:

    • Fibres must be of approved quality, thoroughly teased, and free from dust, grease, or contaminants that reduce strength.
  • For Glass Reinforced Gypsum (GRG) Boards:

    • Use E-type glass fibres known for good chopping and dispersibility characteristics.

Summary Table

Fibre TypeUsageQuality Requirements
SisalPrimary natural fibreApproved quality, clean, teased
CoconutMax 20% by mass mixed with sisalSame as sisal
Jute or other fibresAlternative natural fibresRegular dimensions, clean
E-type Glass FibreFor GRG boardsGood chopping & dispersibility

This ensures reinforced gypsum boards have improved strength and durability as per IS 2095 Part 3.

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?What are the minimum flexural strength requirements for glass reinforced gypsum boards?

According to IS 2095 Part 3 (Clause 8.3.1 and Table 2), the minimum flexural strength requirements for Glass Reinforced Gypsum (GRG) boards tested as per IS 2542 (Part 2/Sec 4):1981 are:

ParameterValue (MPa)
Average Flexural Strength18 MPa
Minimum Flexural Strength (either side)15 MPa

Key Points:

  • Flexural strength is measured on either side of the board.
  • The test method is as per IS 2542 (Part 2/Sec 4):1981.
  • GRG boards typically have thicknesses ranging from 4 to 12 mm with densities around 2500 kg/m³.
  • Impact strength values are also specified but are separate from flexural strength.

This ensures the board can withstand bending stresses during handling and installation.

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Summary:
Minimum flexural strength on either side must be 15 MPa, with an average of 18 MPa for compliance.

?How are the dimensions and tolerances of reinforced gypsum plaster boards defined?

According to IS 2095 Part 3 (1996), the dimensions and tolerances for reinforced gypsum plaster boards are specified in Clause 6.3 and Table 1:

Dimensions of Reinforced Gypsum Plaster Boards:

ParameterTypical Values (mm)
Thickness (T)4.6, 8, 10, 12
Length (L)1200, 1500, 1800, 2000, 3000
Width (H)400, 600, 900, 1000, 1200

Mass of Plaster per m²:

  • Ranges from 4 to 30 kg/m² depending on thickness and type.

Density:

  • Fibrous Gypsum Board: ~834 kg/m³
  • GRG Board: ~2500 kg/m³

Tolerances:

  • The standard implies tight control on thickness, length, and width to ensure fit and finish.
  • Exact tolerance values are typically ±1 mm for thickness and ±5 mm for length/width (common industry practice, though check specific IS clauses for exact figures).

Summary:

  • Boards come in standard sizes with thickness from 4.6 to 12 mm.
  • Lengths up to 3 m and widths up to 1.2 m.
  • Mass and density ensure consistent mechanical properties.
  • Tolerances maintain dimensional stability for installation.
Loading diagram...

For precise tolerance limits, refer to the detailed clauses in IS 2095 Part 3 or consult the manufacturer’s datasheet.

?What testing methods are used to ensure the quality and durability of these boards?

IS 2095 Part 3 Testing Methods for Quality & Durability of Boards

  1. Jolting Test (Clause 8.4 & Annex A):

    • Cut three 250x250 mm samples from different board areas.
    • Drop each horizontally from 75 cm height onto a hard wooden table.
    • No cracks or chipping allowed before 80 jolting cycles.
  2. Transverse Bending Test (Clause 9.4):

    • Random samples selected per Table 3.
    • Tested as per IS 2542 (Part 2/Sec 1 to 8):1981.
    • Ensures flexural strength meets specified values (see Table 2).
  3. Surface Hardness Test (Clause 9.4 & Annex B):

    • Conducted on boards passing visual and dimensional checks.
    • Method detailed in Annex B of IS 2095 Part 3.
  4. Impact Strength (Clause 8.3.2):

    • Charpy impact test to verify flexural strength per Table 2.

Summary Table

TestSample SizeMethod ReferenceAcceptance Criteria
Jolting Test3 pieces, 250x250 mmAnnex ANo cracks/chips before 80 jolts
Transverse BendingPer Table 3IS 2542 Part 2/Sec 1-8 (1981)Meets flexural strength in Table 2
Surface HardnessSame as bending testAnnex BAs per Annex B procedure
Impact StrengthAs per Charpy testClause 8.3.2Flexural strength per Table 2
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This ensures boards meet mechanical strength and surface durability requirements.

?Are there any environmental or eco-friendly requirements included in this standard?

IS 2095 Part 3 includes optional eco-friendly requirements aligned with the ECO Mark scheme by BIS and the Ministry of Environment and Forests (MEF).

Key points:

  • ECO Mark: A label combining the ISI Mark with an ECO logo, indicating environmental friendliness.
  • Optional Compliance: Manufacturers may choose to meet these additional eco-friendly criteria; otherwise, only the ISI Mark is mandatory.
  • Product Packaging: Clause 10.1.3 allows brief display of the environmental criteria on the product or packaging.
  • Wood Substitutes: The standard includes amendments (Gazette Notification No. 170, 1996) specifying eco-friendly requirements for wood substitute products.

This approach encourages sustainable manufacturing without making it compulsory.

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Summary: IS 2095 Part 3 supports eco-friendly labeling but does not mandate it.

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