IS 15786:2008 specifies the requirements, types, dimensions, and test methods for prelaminated cement bonded particle boards used in general and special applications. It covers physical, mechanical, and surface properties including abrasion resistance, water absorption, tensile strength, and resistance to steam and staining. This standard is essential for manufacturers, quality controllers, and engineers involved in the production, testing, and application of durable, decorative cement bonded particle boards in construction and furniture industries.
Overview
IS 15786:2008 specifies the requirements, types, dimensions, and test methods for prelaminated cement bonded particle boards used in general and special applications. It covers physical, mechanical, and surface properties including abrasion resistance, water absorption, tensile strength, and resistance to steam and staining. This standard is essential for manufacturers, quality controllers, and engineers involved in the production, testing, and application of durable, decorative cement bonded particle boards in construction and furniture industries.
Audience
Contents
Structure
Scope Summary:
| Property | Requirement |
|---|---|
| Density, Min | 1250 kg/m³ |
| Water Absorption, Max | 2 h: 13.0%, 24 h: 25.0% |
| Thickness Swelling in Water (2 h) | Max 2.0% |
| Modulus of Rupture (MOR) | Avg: 9.0 N/mm², Min: 7.5 N/mm² |
| Modulus of Elasticity (MOE) | Avg: 3000 N/mm², Min: 2550 N/mm² |
| Tensile Strength Perpendicular | Min 0.2 N/mm² |
| Tensile Strength after Water Test | Min 0.10 N/mm² |
| Screw Withdrawal Strength | Face: 1250 N, Edge: 850 N |
| Abrasion Resistance (Revolutions) | Type I: 450, Type II: 250, Type III: 75 |
flowchart LR
IS 15786 Key References & Specifications
| Property | Requirement |
|---|---|
| Density, Min | 1250 kg/m³ |
| Water Absorption, Max | 2h: 13%, 24h: 25% |
| Thickness Swelling (2h) | Max 2% |
| Modulus of Rupture (MOR) | Avg: 9 N/mm², Min: 7.5 N/mm² |
| Modulus of Elasticity (MOE) | Avg: 3000 N/mm², Min: 2550 N/mm² |
| Tensile Strength Perp. to Surface | Min 0.2 N/mm²; After water resistance test: 0.10 N/mm² |
| Screw Withdrawal Strength | Face: 1250 N; Edge: 850 N |
| Abrasion Resistance (Revolutions) | Type I: 450; Type II: 250; Type III: 75 |
flow
Definitions:
Conditioning Chamber (Clause B-3.2):
Test Specimens (Clause B-4):
Specimen Preparation (Clause B-5):
| Property | Requirement |
|---|---|
| Density, Min (kg/m³) | 1250 |
| Water Absorption, Max (%) | 2 h: 13.0, 24 h: 25.0 |
| Thickness Swelling in Water, Max (%) (2 h) | 2.0 |
| Modulus of Rupture (MOR), N/mm² | Avg: 9.0, Min: 7.5 |
| Modulus of Elasticity (MOE), N/mm² | Avg: 3000, Min: 2550 |
| Tensile Strength Perpendicular, Min (N/mm²) | 0.2 |
| Tensile Strength after Water Resistance, Min (N/mm²) | 0.10 |
| Screw Withdrawal Strength, Min (N) | Face: 1250, Edge: 850 |
| Abrasion Resistance, Min (Revolutions) | Type I: 450, Type II: 250, Type III: 75 |
IS 15786: Prelaminated Cement Bonded Particle Boards (CBPB)
These types are classified based on surface abrasion characteristics as per Table 1 (SI No. viii).
(Exact abrasion values are in IS 15786 Table 1, typically measured by Taber Abrasion Test.)
| Type | Surface Abrasion Resistance | Typical Use |
|---|---|---|
| I | Low | Interior walls, ceilings |
| II | Medium | Moderate wear areas |
| III | High | High wear, industrial areas |
| Thickness (mm) | 6 | 8 | 10 | 12 | 16 | 20 | 25 | 30 | 40 |
|---|
If needed, I can provide the Taber Abrasion Test formula or details on lamination methods.
IS 15786: Key Material Specifications & Tests
| Property | Requirement | Notes |
|---|---|---|
| Density, Min | 1250 kg/m³ | Ensures material compactness |
| Water Absorption, Max | 2h: 13.0%, 24h: 25.0% | IS 2380 (Part 16) test |
| Thickness Swelling (2h) | Max 2.0% | IS 2380 (Part 17) test |
| Modulus of Rupture (MOR) | Avg: 9.0 N/mm², Min: 7.5 N/mm² | Bending strength |
| Modulus of Elasticity (MOE) | Avg: 3000 N/mm², Min: 2550 N/mm² | Stiffness measure |
| Tensile Strength Perp. to Surface | Min 0.2 N/mm² | IS 2380 (Part 5) |
| Tensile Strength After Water Resistance Test | Min 0.10 N/mm² | Specimens boiled 2h, dried to ~12% moisture |
| Screw Withdrawal Strength | Face: 1250 N, Edge: 850 N | Resistance to fastener pull-out |
| Abrasion Resistance (revolutions) | Type I: 450, Type II: 250, Type III: 75 | Surface wear resistance |
flowchart LR
A[Material Sample] --> B[Conditioning (27±2°C, 65±5% RH)]
B --> C[Water Absorption Test (IS 2380 Pt 16)]
B --> D[Tens
IS 15786: Surface Finishes - Key Specifications & Test Methods
| Type | Min. Revolutions |
|---|---|
| Type I | 450 |
| Type II | 250 |
| Type III | 75 |
| Property | Requirement |
|---|---|
| Density (min) | 1250 kg/m³ |
| Water Absorption (max) | 2h: 13%, 24h: 25% |
| Thickness Swelling (max, 2h) | 2.0% |
| Modulus of Rupture (MOR) | Avg: 9.0 N/mm², Min: 7.5 N/mm² |
| Modulus of Elasticity (MOE) | Avg: 3000 N/mm², Min: 2550 N/mm² |
| Tensile Strength Perp. to Surface | Min: 0.2 N/mm² |
| Tensile Strength after Water Test | Min: 0.10 N/mm² |
| Screw Withdrawal Strength | Face: 1250 N, Edge: 850 N |
IS 15786 - General Requirements Summary
| Property | Requirement |
|---|---|
| Density, Min | 1250 kg/m³ |
| Water Absorption, Max | 2 h: 13.0%, 24 h: 25.0% |
| Thickness Swelling in Water, Max (2 h) | 2.0% |
| Modulus of Rupture (MOR) | Avg: 9.0 N/mm², Min: 7.5 N/mm² |
| Modulus of Elasticity (MOE) | Avg: 3000 N/mm², Min: 2550 N/mm² |
| Tensile Strength Perpendicular to Surface | Min: 0.2 N/mm² |
| Tensile Strength after Accelerated Water Resistance Test | Min: 0.10 N/mm² |
| Screw Withdrawal Strength | Face: 1250 N, Edge: 850 N |
| Abrasion Resistance (Revolutions) | Type I: 450, Type II: 250, Type III: 75 |
graph TD
A[Physical Properties] --> B[Density ≥ 1250 kg/m³]
A --> C[Water Absorption ≤ 13% (2h), 25% (24h)]
A --> D[Thickness Swelling ≤ 2% (2h)]
IS 15786: Dimensions and Tolerances for Prelaminated Cement Bonded Particle Boards
| Dimension | Tolerance (mm) |
|---|---|
| Length | ±5 |
| Width | ±5 |
| Thickness: Unsanded boards (6 to 12 mm) | ±1 |
| Thickness: Boards 12 to 20 mm | ±1.5 |
| Thickness: Boards > 20 mm | ±2 |
graph TD
A[Board Dimensions] --> B[Length ±5 mm]
A --> C[Width ±5 mm]
A --> D[Thickness]
D --> D1[Unsanded 6-12 mm ±1 mm]
D --> D2[12-20 mm ±1.5 mm]
D --> D3[>20 mm ±2 mm]
A --> E[Edge Straightness 2 mm/1000 mm]
This ensures dimensional accuracy and quality compliance for cement bonded particle boards per IS 15786.
IS 15786: Sampling and Inspection Key Points
| Lot Size (N) | Number of Boards to be Selected (n) |
|---|---|
| Up to 50 | 2 |
| 51 - 100 | 3 |
| 101 - 200 | 4 |
| 201 - 300 | 5 |
| 301 - 500 | 7 |
| 501 and above | 10 |
| Thickness | Tolerance |
|---|---|
| 12 to 20 mm | ±1.5 mm |
| 20 mm and above | ±2 mm |
flowchart TD
A[Lot Size N] --> B[Select n Boards as per Table]
B --> C{Test Samples}
C -->|Pass all| D[Lot Conforms]
C -->|Fail any| E[Lot Rejected]
This ensures quality control by statistically sampling boards from each lot and verifying conformance before acceptance.
IS 15786: Key Formulas, Tables & Specifications for Tests
| Test Type | Specimen Size (mm) | Quantity |
|---|---|---|
| Abrasion Resistance | Disc Ø130 or square 120×120 (diag 130), hole Ø6 | 3 |
| Density & Moisture Content | 75 × 150 (full thickness) | 3 |
| Water Absorption | 300 × 300 (full thickness) | 3 |
| Swelling in Water | 200 × 100 (full thickness) | 3 |
| Modulus of Rupture & Elasticity | As per IS 2380 (Part 4) | 3 |
| Tensile Strength Perpendicular | 50 × 50 (full thickness) | 3 |
| Screw Withdrawal Strength | As per IS 2380 (Part 14) | 3 |
| Resistance to Steam, Crack, Stain | 100 × 100 (full thickness) | 3 |
| Resistance to Cigarette Burn | 200 × 100 (full thickness) | 3 |
IS 15786 — Marking & Key Specifications
| Property | Requirement |
|---|---|
| Density, Min | 1250 kg/m³ |
| Water Absorption, Max | 2 h: 13.0%, 24 h: 25.0% |
| Thickness Swelling in Water (2 h), Max | 2.0% |
| Modulus of Rupture (MOR) | Avg: 9.0 N/mm², Min: 7.5 N/mm² |
| Modulus of Elasticity (MOE) | Avg: 3000 N/mm², Min: 2550 N/mm² |
| Tensile Strength Perpendicular to Surface | Min: 0.2 N/mm² |
| After Accelerated Water Resistance Test | Min: 0.10 N/mm² |
| Screw Withdrawal Strength | Face: 1250 N, Edge: 850 N |
| Abrasion Resistance (Revolutions) | Type I: 450, Type II: 250, Type III: 75 |
flowchart TD
A[Manufacture Product] --> B[Apply BIS Standard Mark]
B --> C[Physical & Mechanical Tests]
IS 15786: BIS Certification Marking & Key Specifications
| Property | Requirement |
|---|---|
| Density (Min) | 1250 kg/m³ |
| Water Absorption (Max) | 2 h: 13.0%, 24 h: 25.0% |
| Thickness Swelling (Max, 2h) | 2.0% |
| Modulus of Rupture (MOR) | Avg: 9.0 N/mm², Min: 7.5 N/mm² |
| Modulus of Elasticity (MOE) | Avg: 3000 N/mm², Min: 2550 N/mm² |
| Tensile Strength Perp. to Surface (Min) | 0.2 N/mm² |
| Tensile Strength after Accelerated Water Resistance Test (Min) | 0.10 N/mm² |
| Screw Withdrawal Strength (Min) | Face: 1250 N, Edge: 850 N |
| Abrasion Resistance (Min revolutions) | Type I: 450, Type II: 250, Type III: 75 |
| IS No. | Title |
|---|---|
| IS 324:1959 | Specification for ordinary denatured spirit |
| IS 707:1976 | Glossary of terms applicable to timber technology and utilization |
| IS 1500:2005 | Method for Brinell hardness test for metallic materials |
| IS 2380 (Parts 1-4,16,17):1977 | Methods of test for wood particle boards and lignocellulosic materials: preparation, moisture, density, bending strength, water absorption, swelling |
| IS 2794:1979 | Specification for truing/dressing tools, single diamond |
| IS 3400 (Part 2):2003 | Methods of test for vulcanized rubber: hardness determination |
| IS 4905:1968 | Methods of random sampling |
| IS 14276:1995 | Cement bonded particle boards - Specification |
flowchart LR
A[Specimen mounted horizontally] --> B[Rotates under abrasive wheels]
B --> C[Abrasive wheels contact specimen surface]
C --> D[Annular abrasion track formed]
D --> E[Count revolutions to defined abrasion]
E --> F[Measure abrasion resistance]
For detailed test procedures and parameters, refer to the respective IS codes listed above.
IS 15786 - Surface Abrasion Resistance Test (Clause 10.10 & Annex B)
| Type | Minimum Revolutions |
|---|---|
| Type I | 450 |
| Type II | 250 |
| Type III | 75 |
[ \text{Wear Resistance} = \frac{\text{Revolutions at final wear}}{2} ]
flowchart LR
A[Prepare Specimens] --> B[Condition at 27±2℃, 65±5% RH]
B --> C[Clean Surface]
C --> D[Mount Specimen]
D --> E[Abrade with Wheels]
E --> F{Every 25 revolutions}
F -->|Inspect wear| G{95% surface worn?}
G -->|No| E
G -->|Yes| H[Record revolutions]
H --> I[Calculate wear resistance = revolutions/2]
I --> J[Average 3 specimens]
This method ensures reliable, repeatable measurement of decorative surface durability per IS 15786.
IS 15786: Method for Determining Surface Resistance to Steam
| Property | Requirement |
|---|---|
| Density, Min | 1250 kg/m³ |
| Water Absorption (2h / 24h) | Max 13% / 25% |
| Thickness Swelling (2h) | Max 2% |
| Modulus of Rupture (MOR) | Avg 9 N/mm², Min 7.5 |
| Modulus of Elasticity (MOE) | Avg 3000 N/mm², Min 2550 |
| Tensile Strength (perp. surface) | Min 0.2 N/mm² |
| Abrasion Resistance (Type I) | Min 450 revolutions |
flowchart LR
A[Specimen Preparation] --> B[Conditioning at 27±2°C, 65
Frequently Asked
According to IS 15786, prelaminated cement bonded particle boards are classified into three types based on surface abrasion resistance (Clause 4.1 and Table 1):
Type I: High abrasion resistance
Type II: Medium abrasion resistance
Type III: Low abrasion resistance
| Type | Abrasion Resistance | Typical Use |
|---|---|---|
| Type I | High | Flooring, counters, restaurant tops |
| Type II | Medium | Office tables, domestic furniture tops |
| Type III | Low | Wall panels, partitions, false ceilings |
This classification helps select the board type based on expected surface wear and application.
According to IS 15786 Clause 10.9 and Table 1, prelaminated cement bonded particle boards must meet the following physical and mechanical properties:
| Property | Requirement |
|---|---|
| Density (min) | 1250 kg/m³ |
| Water Absorption (max) | 2 h: 13.0% <br> 24 h: 25.0% |
| Thickness Swelling in 2 h (max) | 2.0% |
| Modulus of Rupture (MOR) | Average: 9.0 N/mm² <br> Min: 7.5 N/mm² |
| Modulus of Elasticity (MOE) | Average: 3000 N/mm² <br> Min: 2550 N/mm² |
| Tensile Strength Perpendicular to Surface (min) | 0.2 N/mm² |
| Tensile Strength after Accelerated Water Resistance Test (min) | 0.10 N/mm² |
| Screw Withdrawal Strength (min) | Face: 1250 N <br> Edge: 850 N |
| Abrasion Resistance (min revolutions) | Type I: 450 <br> Type II: 250 <br> Type III: 75 |
Notes:
These ensure durability, mechanical strength, and resistance to moisture and surface wear.
Abrasion Resistance Test (IS 15786 - Clause 10.10 & Annex B):
Test Method:
Result Expression:
Classification by Abrasion Resistance (Table 1):
| Board Type | Min. Revolutions (Wear Resistance) | Typical Use |
|---|---|---|
| Type I | 450 | Horizontal: flooring, counters |
| Type II | 250 | Normal horizontal: furniture |
| Type III | 75 | Vertical: panelling, partitions |
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Summary: IS 15786 abrasion test quantifies surface wear resistance by counting revolutions until 95% wear, classifying boards into Type I, II, or III for appropriate applications.
According to IS 15786, Clause 8.3, the permissible dimensional tolerances for prelaminated cement bonded particle boards are:
| Dimension | Tolerance (mm) |
|---|---|
| Length | ± 5 |
| Width | ± 5 |
| Thickness (Unsanded boards 6-12 mm) | ± 1 |
This ensures dimensional consistency for installation and fabrication purposes.
IS 15786 Marking & Certification Requirements for Manufacturers
Marking (Clause 11.1):
Each prelaminated cement bonded particle board must be legibly and indelibly marked on any edge/surface with:
BIS Certification Mark (Clause 11.2 & 11.2.1):
This marking ensures traceability and quality assurance, while BIS certification confirms adherence to Indian standards.
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