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.
Overview
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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Structure
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.
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.
| Parameter | Values (mm) |
|---|---|
| Length | 2400, 3000, 3600 |
| Width | 900, 1200 |
| Thickness | 4.5, 6, 8, 10, 12, 16 |
Note: Actual table values should be confirmed from the standard.
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.
IS 2095 (Part 3): Key Formulas, Tables & Specs
| Board Type | Thickness (T) mm | Length (L) mm | Width (H) mm | Mass of Plaster (kg/m²) | Density (kg/m³) |
|---|---|---|---|---|---|
| Fibrous Gypsum | 12 | 1200-1800 | 400-1200 | Min 10 | 834 |
| GRG Board | 4.6 - 12 | 2000-3000 | 1000-1200 | 4 - 30 | 2500 |
| Property | Average | Minimum on Either Side |
|---|---|---|
| Flexural Strength (MPa) | 18 | 15 |
| Impact Strength (Nmm/mm²) | 17 | 14 |
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[
IS 2095 Part 3: Key Definitions, Dimensions & Properties
| Board Type | Thickness (T) mm | Length (L) mm | Width (H) mm | Mass of Plaster (kg/m²) | Density (kg/m³) |
|---|---|---|---|---|---|
| Fibrous Gypsum | 12 | 1200,1500,1800,1200 | 400,600,900,1200 | Min 10 | 834 |
| GRG Board | 4, 6 | 2000 | 1000 | 4 - 10 | 2500 |
| 8, 10 | and | 1200 | 6 - 15 | ||
| 12 | 3000 | 8 - 20 | |||
| 10 - 25 | |||||
| 12 - 30 |
| Property | Average Value | Minimum on Either Side |
|---|---|---|
| Flexural Strength (MPa) | 18 | 15 |
| Impact Strength (Nmm/mm²) | 17 | 14 |
This ensures compliance with IS 2095 Part 3 for quality and performance of gypsum boards.
IS 2095 Part 3: Materials Key Data
| Board Type | Thickness (T) mm | Length (L) mm | Width (H) mm | Mass of Plaster (kg/m²) | Density (kg/m³) |
|---|---|---|---|---|---|
| Fibrous Gypsum | 12 | 1200-1800 | 400-1200 | Min 10 | 834 |
| GRG Board | 4.6 to 12 | 2000-3000 | 1000-1200 | 4 - 30 | 2500 |
| Property | Average Value | Minimum on Either Side |
|---|---|---|
| Flexural Strength (MPa) | 18 | 15 |
| Impact Strength (Nmm/mm²) | 17 | 14 |
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.
IS 2095 Part 3: Types of Reinforced Gypsum Boards
| Board Type | Thickness (mm) | Length (mm) | Width (mm) | Mass of Plaster (kg/m²) | Density (kg/m³) |
|---|---|---|---|---|---|
| Fibrous Gypsum Board | 12 | 1200-1800 | 400-1200 | Min 10 | 834 |
| GRG Board | 4.6 - 12 | 2000-3000 | 1000-1200 | 4 - 30 (varies by thickness) | 2500 |
| Property | Average Value | Minimum on Either Side |
|---|---|---|
| Flexural Strength (MPa) | 18 | 15 |
| Impact Strength (Nmm/mm²) | 17 | 14 |
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]
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IS 2095 Part 3 (1996) – Dimensions and Tolerances Summary
| Board Type | Thickness (T) mm | Length (L) mm | Width (H) mm | Mass of Plaster (kg/m²) | Density (kg/m³) |
|---|---|---|---|---|---|
| Fibrous Gypsum | 12 | 1200, 1500, 1800 | 400, 600, 900, 1200 | Min 10 | 834 |
| GRG Board | 4.6, 8, 10, 12 | 2000, 3000 | 1000, 1200 | 4-30 (varies by thickness) | 2500 |
| Property | Average Value | Minimum on Either Side |
|---|---|---|
| Flexural Strength (MPa) | 18 | 15 |
| Impact Strength (Nmm/mm²) | 17 | 14 |
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.
Surface Hardness Test (Clause 8.6 & Annex B):
Test Method:
Acceptance Criteria:
Visual Inspection & Defect Limits (Clause 9.3.1):
Jolting Test (Clause 8.4 & Annex A):
| Parameter | Value |
|---|---|
| Steel Ball Diameter | 10 mm |
| Load Applied | 150 N |
| Load Duration | 5 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.
IS 2095 Part 3: Physical & Mechanical Properties Summary
| Board Type | Thickness (T) mm | Length (L) mm | Width (H) mm | Mass of Plaster (kg/m²) | Density (kg/m³) |
|---|---|---|---|---|---|
| Fibrous Gypsum | 12 | 1200-1800 | 400-1200 | Min 10 | 834 |
| GRG Board | 4.6 - 12 | 2000-3000 | 1000-1200 | 4 - 30 | 2500 |
| Property | Average Value | Minimum on Either Side |
|---|---|---|
| Flexural Strength (MPa) | 18 | 15 |
| Impact Strength (Nmm/mm²) | 17 | 14 |
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).
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.
IS 2095 Part 3: Sampling and Inspection Key Points
| Lot Size (No. of Boards) | Boards to Select | Permissible Defectives | Sub-Sample Size |
|---|---|---|---|
| Up to 100 | 6 | 0 | 3 |
| 101 to 150 | 8 | 0 | 3 |
| 151 to 300 | 13 | 1 | 4 |
| 301 to 500 | 20 | 2 | 5 |
| 501 to 1000 | 32 | 3 | 7 |
| 1001 and above | 50 | 5 | 10 |
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.
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.
IS 2095 Part 3: Packing and Marking - Key Points
| No. of Boards in Lot | Boards to be Selected | Permissible Defectives | Sub-Sample Size |
|---|---|---|---|
| Up to 100 | 6 | 0 | 3 |
| 101 to 150 | 8 | 0 | 3 |
| 151 to 300 | 13 | 1 | 4 |
| 301 to 500 | 20 | 2 | 5 |
| 501 to 1,000 | 32 | 3 | 7 |
| 1,001 and above | 50 | 5 | 10 |
This ensures quality control and eco-friendly packaging in compliance with IS 2095 Part 3.
IS 2095 Part 3: Jolting Test Method Summary
| Step | Description |
|---|---|
| 1 | Cut 3 test pieces (250x250 mm) |
| 2 | Hold horizontally at 75 cm |
| 3 | Drop flat on wooden table |
| 4 | Repeat up to 80 cycles |
| 5 | Inspect for cracks/chipping |
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.
IS 2095 Part 3: Surface Hardness Test Method (Clause 8.6 & Annex B)
| Parameter | Value |
|---|---|
| Steel ball diameter | 10 mm |
| Load applied | 150 N |
| Duration of load | 5 minutes |
| Max impression diameter | 8 mm |
| Number of test points | 3 per sheet |
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.
Frequently Asked
Reinforcing Fibres Specified in IS 2095 Part 3 for Gypsum Plaster Boards:
Natural Fibres:
Quality Requirements:
For Glass Reinforced Gypsum (GRG) Boards:
| Fibre Type | Usage | Quality Requirements |
|---|---|---|
| Sisal | Primary natural fibre | Approved quality, clean, teased |
| Coconut | Max 20% by mass mixed with sisal | Same as sisal |
| Jute or other fibres | Alternative natural fibres | Regular dimensions, clean |
| E-type Glass Fibre | For GRG boards | Good chopping & dispersibility |
This ensures reinforced gypsum boards have improved strength and durability as per IS 2095 Part 3.
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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:
| Parameter | Value (MPa) |
|---|---|
| Average Flexural Strength | 18 MPa |
| Minimum Flexural Strength (either side) | 15 MPa |
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.
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:
| Parameter | Typical Values (mm) |
|---|---|
| Thickness (T) | 4.6, 8, 10, 12 |
| Length (L) | 1200, 1500, 1800, 2000, 3000 |
| Width (H) | 400, 600, 900, 1000, 1200 |
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For precise tolerance limits, refer to the detailed clauses in IS 2095 Part 3 or consult the manufacturer’s datasheet.
IS 2095 Part 3 Testing Methods for Quality & Durability of Boards
Jolting Test (Clause 8.4 & Annex A):
Transverse Bending Test (Clause 9.4):
Surface Hardness Test (Clause 9.4 & Annex B):
Impact Strength (Clause 8.3.2):
| Test | Sample Size | Method Reference | Acceptance Criteria |
|---|---|---|---|
| Jolting Test | 3 pieces, 250x250 mm | Annex A | No cracks/chips before 80 jolts |
| Transverse Bending | Per Table 3 | IS 2542 Part 2/Sec 1-8 (1981) | Meets flexural strength in Table 2 |
| Surface Hardness | Same as bending test | Annex B | As per Annex B procedure |
| Impact Strength | As per Charpy test | Clause 8.3.2 | Flexural strength per Table 2 |
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This ensures boards meet mechanical strength and surface durability requirements.
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:
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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