IS 3951 Part 1:2009 specifies the requirements for hollow clay filler tiles used in floors and roofs, focusing on dimensions, quality, strength, and physical properties. It applies to manufacturers, engineers, and construction professionals involved in the production, specification, and use of filler-type hollow clay tiles that provide lightweight, thermal, and sound insulation in building construction.
Overview
IS 3951 Part 1:2009 specifies the requirements for hollow clay filler tiles used in floors and roofs, focusing on dimensions, quality, strength, and physical properties. It applies to manufacturers, engineers, and construction professionals involved in the production, specification, and use of filler-type hollow clay tiles that provide lightweight, thermal, and sound insulation in building construction.
Audience
Contents
Structure
IS 3951 (Part 1): 2009 - Scope Overview
flowchart TD
A[Concrete Construction] --> B[Sampling as per IS 3951 Part 1]
B --> C[Test Fresh Concrete Properties]
C --> D[Workability]
C --> E[Consistency]
C --> F[Other Fresh Concrete Tests]
For detailed test methods, consult IS 3951 Part 1 and IS 2248.
IS 3951 (Part 1) : 2009 - Key References and Specifications
Specimens: Minimum 6 tiles selected randomly.
Drying: Oven dry at 110–115°C till constant mass.
Weights:
Formula:
[ \text{Water Absorption (%)} = \frac{W_2 - W_1}{W_1} \times 100 ]
Result: Average of all specimens' absorption.
This summary covers key test procedures and specifications for clay tiles from IS 3951 (Part 1). For detailed procedures, refer to the full standard.
IS 3951 Part 1: Definitions & Key Specifications
Reference for Definitions:
Definitions used in IS 3951 Part 1 follow IS 2248 (Clay Roofing Tiles).
Tile Dimensions (Clause 5.1.1):
Standard tile sizes (Length × Width × Height in mm):
| Length (mm) | Width (mm) | Height (mm) |
|---|---|---|
| 340 to 740 | 350, 300, 250 or 200 | 80, 90, 100 or 110 |
Measurement Method:
Permissible Deviations:
| Dimension | Permissible Deviation |
|---|---|
| Length | ±5% |
| Width | ±5% |
| Height | ±3% |
This ensures dimensional uniformity and quality control in clay roofing tiles per IS 3951 Part 1.
IS 3951 (Part 1): 2009 – General Requirements Summary
This part of IS 3951 outlines the general requirements for construction and testing of concrete piles. Key points include:
| Parameter | Specification |
|---|---|
| Concrete Grade | As per IS 456 (e.g., M20, M25) |
| Reinforcement | As per IS 1786 (Fe 415 / Fe 500) |
| Minimum Cover | 40 mm (typical) |
| Curing Period | Minimum 7 days |
| Load Testing | Static load test as per IS 2911 |
[ Q_{ult} = Q_s + Q_b ]
Where:
flowchart TD
A[General Requirements] --> B[Materials]
A --> C[Workmanship]
A --> D[Testing]
B --> E[Concrete as per IS 456]
B --> F[Reinforcement as per IS 1786]
D --> G[Load Tests]
D --> H[Integrity Tests]
For detailed design and testing procedures, refer to IS 3951 Part 1 and associated IS codes.
IS 3951 Part 1: Dimensions and Tolerances for Tiles
| Length (mm) | Width (mm) | Height (mm) |
|---|---|---|
| 340 | 350, 300, 250 | 80, 90, 100 |
| 390 | 350, 300, 250 | 80, 90, 100 |
| 440 | 350, 300, 250 | 80, 90, 100 |
| 490 | 350, 300, 250, 200 | 80, 90, 100, 110 |
| 540 | 350, 300, 250, 200 | 80, 90, 100, 110 |
| 590 | 350, 300, 250, 200 | 80, 90, 100, 110 |
| 640 | 350, 300, 250, 200 | 80, 90, 100, 110 |
| 690 | 350, 300, 250, 200 | 80, 90, 100, 110 |
| 740 | 350, 300, 250, 200 | 80, 90, 100, 110 |
Measurement Method:
Permissible Deviations:
| Parameter | Permissible Deviation |
|---|---|
| Length | ±5% of specified length |
| Width | ±5% of specified width |
| Height (thickness) | ±3% of specified height |
IS 3951 Part 1: Physical Properties of Clay Roofing Tiles
Bulk Density (D):
[
D = \frac{w}{v}
]
Breaking Strength:
Water Absorption:
| Dimension | Permissible Deviation |
|---|---|
| Length | ±5% |
| Width | ±5% |
| Height | ±3% |
| Length | Width | Height |
|---|---|---|
| 340-740 | 200, 250, 300, 350 | 80, 90, 100, 110 |
flowchart LR
A[Dry Tile Weight (w)] --> C[Calculate Bulk Density (D = w/v)]
B[Measure Bulk Volume (v)] --> C
C --> D[Check Bulk Density (kg/m³)]
E[Breaking Load Test] --> F[Minimum 10 kgf/cm length]
G[Water Absorption Test] --> H[Max 15% (or 10% agreed)]
This concise summary covers the essential physical property tests and dimensional standards per IS 3951 Part 1.
Breaking Strength of Hollow Clay Filler Tiles (IS 3951 Part 1:2009)
Test Specimen: Minimum 6 tiles, dried at 110°C to constant weight.
Bulk Density (D):
[
D = \frac{w}{v}
]
where
( w ) = dry weight (kg),
( v ) = bulk volume (m³) (external dimensions without grooves).
Expressed in kg/m³ (accuracy 0.1 units).
Breaking Strength Requirement:
Minimum breaking load = 10 kgf/cm length.
Test Setup (Annex A-2.1):
Water Absorption (related quality check):
Max 15% by mass (alternate 10% if agreed).
| Parameter | Value/Method |
|---|---|
| Drying Temperature | 110°C to constant weight |
| Bulk Density (D) | (D = \frac{w}{v}) kg/m³ |
| Breaking Load | ≥ 10 kgf/cm length |
| Load Application | 20 mm wide steel plate |
| Support Condition | Simple support at shell walls |
| Max Water Absorption | 15% (or 10% if specified) |
flowchart LR
A[Tile Sample] --> B[Dry at 110°C]
B --> C[Measure weight (w)]
B --> D[Measure volume (v)]
C & D --> E[Calculate Bulk Density D = w/v]
E --> F[Setup tile on supports]
F --> G[Apply load on 20mm steel plate]
G --> H[Record Breaking Load ≥ 10 kgf/cm length]
This ensures tiles meet structural performance and durability as per IS 3951 Part 1.
IS 3951 Part 1: Water Absorption of Tiles
[ \text{Water Absorption} = \frac{W_2 - W_1}{W_1} \times 100 ]
where:
[ D = \frac{w}{v} ]
| Parameter | Value/Range |
|---|---|
| Drying Temperature | 110°C - 115°C |
| Soaking Temperature | 27 ± 2°C |
| Soaking Duration | 24 hours |
| Max Water Absorption | 15% (10% optional) |
| Bulk Density Range | 900 - 1200 kg/m³ |
flowchart TD
A[Dry Tile at 110-115°C] --> B[Weigh Dry Mass (W1)]
B --> C[Soak in Water at 27±2°C for 24h]
C --> D[Remove & Wipe Surface Water]
D --> E[Weigh Saturated Mass (W2)]
E --> F[Calculate Water Absorption %]
This ensures quality control for tiles per IS 3951
IS 3951 Part 1 (2009) – Sampling for Ceramic Tiles
| Lot Size (Tiles) | Sample Size (Tiles) |
|---|---|
| Up to 2,500 | 25 |
| 2,501 to 5,000 | 50 (25 per 2,500 tiles) |
| 5,001 to 7,500 | 75 |
| ... | ... |
(Sample size = 25 × number of 2,500 tile units or fraction)
flowchart TD
A[Lot of Tiles] --> B{Lot Size ≤ 2500?}
B -- Yes --> C[Select 25 tiles]
B -- No --> D[Divide lot by 2500]
D --> E[Multiply quotient by 25]
E --> F[Select that many tiles]
This ensures statistically valid sampling for quality control.
IS 3951 (Part 1) – Marking Specifications for Hollow Clay Filler Tiles
Each tile shall be clearly and indelibly marked with:
| Marking Element | Description | Reference Clause |
|---|---|---|
| Manufacturer ID | Name or trademark | 10.1 (a) |
| Tile Type | "Filler" or "F" | 10.1 (b) |
| Batch Number | Control unit identification | 10.1 (c) |
| BIS Standard Mark | Optional, under license | 10.2 |
flowchart TD
A[Tile] --> B{Marking}
B --> C[Manufacturer ID]
B --> D[Tile Type ("F" or "Filler")]
B --> E[Batch Number]
B --> F[BIS Standard Mark (Optional)]
This ensures proper identification and compliance with IS 3951 Part 1.
IS 3951 Part 1: Method of Test for Determination of Breaking Strength
Test Specimens: Minimum 6 tiles selected randomly.
Drying: Dry tiles at 110°C to constant weight; cool and weigh.
Bulk Density (D):
[
D = \frac{w}{v}
]
where
( w ) = weight of dry sample (kg),
( v ) = bulk volume (m³) measured excluding grooves.
Breaking Strength Requirement:
Minimum breaking load = 10 kgf/cm length.
| Parameter | Value/Method |
|---|---|
| Number of specimens | ≥ 6 |
| Drying temperature | 110°C to constant weight |
| Breaking load | ≥ 10 kgf/cm length |
| Load application | Steel plate, 20 mm wide, central |
| Support | At centers of extreme shell walls |
flowchart LR
A[Test Specimens (≥6)] --> B[Dry at 110°C to constant weight]
B --> C[Measure weight (w) and bulk volume (v)]
C --> D[Calculate bulk density D = w/v]
D --> E[Support tiles at shell wall centers]
E --> F[Apply 10 kgf/cm load via 20 mm steel plate]
F --> G{Tile breaks or cracks?}
G -- No --> H[Pass test]
G -- Yes --> I[Fail test]
This ensures tiles meet minimum structural strength as per IS 3951 (Part 1).
IS 3951 (Part 1) - Water Absorption Test of Tiles
[ \text{Water Absorption} = \frac{W_2 - W_1}{W_1} \times 100 ]
Where:
[ D = \frac{w}{v} ]
Where:
flowchart TD
A[Select 6 Tiles] --> B[Dry at 110-115°C to constant mass]
B --> C[Cool & Weigh dry mass (W1)]
C --> D[Immerse in water at 27±2°C for 24 hrs]
D --> E[Remove, wipe surface, weigh wet mass (W2)]
E --> F[Calculate Water Absorption %]
This test ensures tiles meet durability and quality standards by limiting water absorption, crucial for performance in service conditions.
The Clay Products for Buildings Sectional Committee, CED 30 is responsible for formulating this standard. The composition includes representatives from:
Key Officials:
| Organization / Sector | Role/Representative Example |
|---|---|
| Research Institutes | Dr. Vimal Kumar, Shri Mukesh Mathur |
| Government Departments | Shri R. K. Goel, Shri P. John Victor |
| Industry Associations | Shri George Albuquerque Pai, Shri J. L. Pavamani |
| BIS Officials | Shri A. K. Saini (Head, Civil Eng) |
If you need specific test procedures or formulas (e.g., water absorption), refer to Annex B of the code for detailed calculation methods.
Frequently Asked
IS 3951 Part 1 (2009) - Dimensions and Tolerances for Hollow Clay Filler Tiles
| Dimension | Nominal Size (mm) | Tolerance (± mm) |
|---|---|---|
| Length | 400 - 450 | 3 |
| Width | 200 - 250 | 3 |
| Thickness (Height) | 100 - 150 | 2 |
Note: Refer to the actual IS 3951 Part 1 document for exact nominal sizes and detailed tolerances as per tile type.
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For precise design and procurement, always consult the latest IS 3951 Part 1 standard document.
According to IS 3951 Part 1 (2009), Clause 4.1, the manufacture of filler type hollow clay tiles permits:
Additional requirements:
This ensures lightweight, durable tiles with good thermal and sound insulation properties for floors and roofs.
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According to IS 3951 Part 1 (2009), Annex A, the breaking strength test for hollow clay filler tiles is conducted as follows:
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This ensures structural reliability of hollow clay filler tiles in construction.
According to IS 3951 Part 1, the maximum allowable water absorption for the tiles is:
| Property | Limit |
|---|---|
| Water Absorption | ≤ 15% (standard) |
| Alternate Option | ≤ 10% (if agreed) |
This ensures tiles have adequate resistance to moisture ingress, maintaining structural integrity and durability.
According to IS 3951 Part 1, hollow clay filler tiles must be marked as follows:
Additionally:
This ensures quality control, traceability, and certification compliance for hollow clay filler tiles used in floors and roofs.
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