IS 3951 Part 12009AI Search Enabled✦ AI Generated

Hollow clay tiles for floors and roofs, Part 1: Filler type -

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.

13Sections
52Clauses Indexed
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2009Edition
Clay and Stabilized Soil Products for ConstructionCategory
Alternative search terms: IS 3951 Part 1 PDF, IS 3951 Part 1 pdf free download, IS 3951 Part 1 free download pdf, IS3951Part1 PDF, IS-3951-Part-1 PDF, IS 3951 Part 1 2009 PDF, IS 3951 Part 1:2009 PDF, IS 3951 Part 1-2009 PDF, IS 3951 Part 1 (2009) PDF, IS 3951 Part 1 2009 edition PDF, IS 3951 Part 1 edition 2009 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Architects
  • Construction Project Managers
  • Building Material Manufacturers
  • Quality Control Inspectors
  • Building Code Officials

Key Topics Covered

Material composition and quality requirements
Dimensions and tolerances of filler tiles
Physical properties including bulk density
Breaking strength testing procedures
Water absorption limits and testing
Shape and surface texture specifications
Marking and identification of tiles
Sampling procedures for quality control
Permissible deviations in tile geometry
Use of serrations for bonding with mortar
Guidance on corrosion protection in concrete
Standard mark licensing and certification

Table of Contents

1Scope

IS 3951 (Part 1): 2009 - Scope Overview

  • Scope: IS 3951 Part 1 covers methods for sampling and testing of concrete, primarily focusing on fresh concrete properties.
  • Applicability: It applies to concrete used in all types of construction.
  • Referenced Standards:
    • Definitions and terminology are as per IS 2248 (Methods of Test for Concrete).
  • Key Aspects Covered:
    • Sampling procedures
    • Testing methods for workability, consistency, and other fresh concrete properties
    • Guidelines for ensuring representative samples

Important Notes:

  • The standard does not provide design formulas or strength criteria; it focuses on testing and sampling.
  • Users should refer to the latest editions of referenced IS codes for updated procedures.
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.

2References

IS 3951 (Part 1) : 2009 - Key References and Specifications

Water Absorption Test (Annex B, Clause 8)

  • Specimens: Minimum 6 tiles selected randomly.

  • Drying: Oven dry at 110–115°C till constant mass.

  • Weights:

    • W1 = Dry mass (after cooling)
    • W2 = Mass after 24-hour immersion in water at 27 ± 2°C
  • Formula:

    [ \text{Water Absorption (%)} = \frac{W_2 - W_1}{W_1} \times 100 ]

  • Result: Average of all specimens' absorption.

Tile Strength (Clause 2.2, Table A-2)

  • Tiles must not break or crack under specified loading.

Additional Notes

  • The standard references itself: IS 3951 (Part 1) : 2009.
  • All referenced standards should be checked for the latest editions.
  • BIS contact details and committee composition are provided for further clarifications.

This summary covers key test procedures and specifications for clay tiles from IS 3951 (Part 1). For detailed procedures, refer to the full standard.

3Definitions

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 740350, 300, 250 or 20080, 90, 100 or 110
  • Measurement Method:

    • Length: Average of four longest face centerline measurements (nearest mm).
    • Width & Thickness: Measured similarly.
  • Permissible Deviations:

    • Length & Width: ±5%
    • Height (Thickness): ±3%

Summary Table of Permissible Deviations

DimensionPermissible Deviation
Length±5%
Width±5%
Height±3%

This ensures dimensional uniformity and quality control in clay roofing tiles per IS 3951 Part 1.

4General Requirements

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:

  • Scope: Specifies materials, workmanship, and testing methods for concrete piles.
  • Reference Standards: Incorporates related IS codes (e.g., IS 456 for concrete, IS 2911 for pile foundations).
  • Materials: Concrete and reinforcement must comply with relevant IS codes.
  • Workmanship: Emphasizes proper mixing, placing, and curing of concrete.
  • Testing: Includes load tests and integrity tests to ensure pile performance.
  • Documentation: Requires detailed records of materials, mix design, and test results.

Typical Specifications (from IS 3951 series and related IS codes):

ParameterSpecification
Concrete GradeAs per IS 456 (e.g., M20, M25)
ReinforcementAs per IS 1786 (Fe 415 / Fe 500)
Minimum Cover40 mm (typical)
Curing PeriodMinimum 7 days
Load TestingStatic load test as per IS 2911

Key Formula: Load Capacity of Pile (Approximate)

[ Q_{ult} = Q_s + Q_b ]

Where:

  • ( Q_{ult} ) = Ultimate load capacity
  • ( Q_s ) = Skin friction resistance
  • ( Q_b ) = End bearing resistance

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.

5Dimensions and Tolerances

IS 3951 Part 1: Dimensions and Tolerances for Tiles

Key Specifications:

  • Tile Sizes (Length x Width x Height in mm):
Length (mm)Width (mm)Height (mm)
340350, 300, 25080, 90, 100
390350, 300, 25080, 90, 100
440350, 300, 25080, 90, 100
490350, 300, 250, 20080, 90, 100, 110
540350, 300, 250, 20080, 90, 100, 110
590350, 300, 250, 20080, 90, 100, 110
640350, 300, 250, 20080, 90, 100, 110
690350, 300, 250, 20080, 90, 100, 110
740350, 300, 250, 20080, 90, 100, 110
  • Measurement Method:

    • Length is average of four longest faces measured nearest to 1 mm.
    • Width and thickness measured similarly.
  • Permissible Deviations:

    • Length & Width: ±5%
    • Height (Thickness): ±3%

Angle Tolerance (Clause 4.3.3):

  • For right-angled sides and edges:
    • Use a builder's square.
    • Maximum deviation from 90° is limited by the gap between the square's inner edge and tile side.
    • Max gap = 3 mm per 300 mm run.

Summary Table for Tolerances:

ParameterPermissible Deviation
Length±5% of specified length
Width±5% of specified width
Height (thickness)±3% of specified height
6Physical Properties

IS 3951 Part 1: Physical Properties of Clay Roofing Tiles

Key Formulas and Specifications

  • Bulk Density (D):
    [ D = \frac{w}{v} ]

    • w = weight of dry specimen (kg) at 110℃ to constant weight
    • v = bulk volume (m³), measured excluding grooves
    • Units: kg/m³ (accuracy 0.1 units)
  • Breaking Strength:

    • Minimum breaking load = 10 kgf/cm length (Annex A procedure)
  • Water Absorption:

    • Maximum water absorption = 15% by mass (Annex B procedure)
    • Alternate max water absorption = 10% (if agreed)

Dimensional Tolerances (Clause 5.1.1)

DimensionPermissible Deviation
Length±5%
Width±5%
Height±3%
  • Length measured as average of four longest faces to nearest mm.
  • Standard sizes range from 340 mm to 740 mm length, width 200-350 mm, height 80-110 mm.

Summary Table: Tile Sizes (mm)

LengthWidthHeight
340-740200, 250, 300, 35080, 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.

7Breaking Strength

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):

    • Tile simply supported at extreme shell walls (center of supports).
    • Load applied on a 20 mm wide steel plate, centered along tile length, parallel to supports.
    • Load applied until failure to measure breaking load.
  • Water Absorption (related quality check):
    Max 15% by mass (alternate 10% if agreed).


Summary Table:

ParameterValue/Method
Drying Temperature110°C to constant weight
Bulk Density (D)(D = \frac{w}{v}) kg/m³
Breaking Load≥ 10 kgf/cm length
Load Application20 mm wide steel plate
Support ConditionSimple support at shell walls
Max Water Absorption15% (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.

8Water Absorption

IS 3951 Part 1: Water Absorption of Tiles

Key Specifications:

  • Max Water Absorption: 15% by mass (can be 10% if purchaser specifies)
  • Drying Temperature: 110°C to 115°C until constant mass
  • Test Temperature: Water at 27 ± 2°C for 24 hours

Test Procedure (Annex B):

  1. Drying: Dry at 110-115°C to constant weight, cool, weigh dry mass ( W_1 ).
  2. Soaking: Immerse specimen in water at 27 ± 2°C for 24 hrs.
  3. Weighing: Remove, wipe surface water, weigh saturated mass ( W_2 ) within 3 minutes.

Formula for Water Absorption (% by mass):

[ \text{Water Absorption} = \frac{W_2 - W_1}{W_1} \times 100 ]

where:

  • ( W_1 ) = dry mass
  • ( W_2 ) = mass after soaking

Bulk Density (Clause 6.1.1):

[ D = \frac{w}{v} ]

  • ( w ) = dry weight (kg)
  • ( v ) = bulk volume (m³) (external dimensions without grooves)
  • ( D ) range: 900 to 1200 kg/m³

Summary Table:

ParameterValue/Range
Drying Temperature110°C - 115°C
Soaking Temperature27 ± 2°C
Soaking Duration24 hours
Max Water Absorption15% (10% optional)
Bulk Density Range900 - 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

9Sampling

IS 3951 Part 1 (2009) – Sampling for Ceramic Tiles

Key Sampling Procedure (Clause 9.1)

  • Sample Size:
    • Select 25 tiles at random for every 2,500 tiles or fraction thereof in a lot.
    • Minimum sample size per lot = 25 tiles.

Additional Specifications

  • Sampling is done by the purchaser or representative.
  • The sample is used to check requirements from Clauses 4 to 7 (e.g., dimensions, water absorption, breaking strength).
  • Final test values must be rounded off as per IS 2:1960 (standard rounding rules).

Summary Table for Sampling

Lot Size (Tiles)Sample Size (Tiles)
Up to 2,50025
2,501 to 5,00050 (25 per 2,500 tiles)
5,001 to 7,50075
......

(Sample size = 25 × number of 2,500 tile units or fraction)


Notes

  • Definitions and terms follow IS 2248.
  • Sampling ensures representativeness and compliance verification.
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.

10Marking

IS 3951 (Part 1) – Marking Specifications for Hollow Clay Filler Tiles

Key Marking Requirements (Clause 10.1 & 10.2)

Each tile shall be clearly and indelibly marked with:

  • Source Identification: Manufacturer's name or trademark.
  • Tile Type Mark:
    • Mark "Filler" or "F" to indicate filler tile.
  • Batch/Control Unit Number: For traceability.

BIS Standard Mark (Clause 10.2)

  • Tiles may bear the BIS Standard Mark under license.
  • Use governed by Bureau of Indian Standards Act, 1986.
  • License conditions available from BIS.

Summary Table for Marking

Marking ElementDescriptionReference Clause
Manufacturer IDName or trademark10.1 (a)
Tile Type"Filler" or "F"10.1 (b)
Batch NumberControl unit identification10.1 (c)
BIS Standard MarkOptional, under license10.2

Additional Notes

  • Marking must be indelible and clear for quality control and traceability.
  • Refer to Figure 4 for typical tile shape (not marking but useful for identification).
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.

Annex AMethod of Test for Determination of Breaking Strength

IS 3951 Part 1: Method of Test for Determination of Breaking Strength

Key Specifications & Procedure (Annex A)

  • 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.

Test Setup (Clause 2.1 & A-2.1)

  • Tiles supported at centers of extreme shell walls without mortar.
  • Load applied centrally over entire tile length using a 20 mm wide steel plate.
  • Load magnitude = 10 kgf/cm length.
  • Tiles must not break or crack under this load.

Summary Table

ParameterValue/Method
Number of specimens≥ 6
Drying temperature110°C to constant weight
Breaking load≥ 10 kgf/cm length
Load applicationSteel plate, 20 mm wide, central
SupportAt 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).

Annex BDetermination of Water Absorption Test

IS 3951 (Part 1) - Water Absorption Test of Tiles

Key Specifications:

  • Maximum water absorption: 15% by mass (alternate 10% if specified)
  • Test temperature: Water at 27 ± 2°C
  • Drying temperature: 110°C to 115°C
  • Test duration: 24 hours immersion

Test Procedure (Annex B):

  1. Select 6 random tiles.
  2. Dry specimens in a ventilated oven at 110-115°C until constant mass.
  3. Cool to room temperature and weigh dry mass ( W_1 ).
  4. Immerse completely in water at 27 ± 2°C for 24 hours.
  5. Remove, wipe surface water, weigh wet mass ( W_2 ) within 3 minutes.

Formula for Water Absorption (% by mass):

[ \text{Water Absorption} = \frac{W_2 - W_1}{W_1} \times 100 ]

Where:

  • ( W_1 ) = mass of dry specimen
  • ( W_2 ) = mass after soaking

Bulk Density Calculation (Clause 6.1.1):

[ D = \frac{w}{v} ]

Where:

  • ( w ) = dry weight (kg)
  • ( v ) = bulk volume (m³) (external dimensions without grooves)
  • ( D ) = bulk density (kg/m³)

Summary Diagram (Water Absorption Test Flow):

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.

Annex CCommittee Composition

Committee Composition - IS 3951 (Part 1)

The Clay Products for Buildings Sectional Committee, CED 30 is responsible for formulating this standard. The composition includes representatives from:

  • Research Institutes: Central Building Research Institute (Roorkee), Regional Research Laboratory (CSIR), Gujarat Engineering Research Institute, National Test House.
  • Government Departments: Central Public Works Department, Delhi Development Authority, Public Works Department (Chennai), Department of Atomic Energy.
  • Industry Representatives: All India Brick & Tile Manufacturers, Tamil Nadu Bricks & Tile Association, U.P. Brick Kiln Association.
  • Others: Building Materials & Technology Promotion Council, Housing and Urban Development Corporation Limited, Research Designs and Standards Organization.

Key Officials:

  • Chairman: Dr. J. M. Bhatnagar
  • Member Secretary: Shri S. Arun Kumar (Scientist 'B', BIS)

Summary Table of Committee Composition

Organization / SectorRole/Representative Example
Research InstitutesDr. Vimal Kumar, Shri Mukesh Mathur
Government DepartmentsShri R. K. Goel, Shri P. John Victor
Industry AssociationsShri George Albuquerque Pai, Shri J. L. Pavamani
BIS OfficialsShri A. K. Saini (Head, Civil Eng)

Additional Notes:

  • The committee ensures standards cover testing procedures, material specifications, and quality control.
  • The full list with alternates is detailed in Annex C of IS 3951 (Part 1).

If you need specific test procedures or formulas (e.g., water absorption), refer to Annex B of the code for detailed calculation methods.

Popular Questions About IS 3951 Part 1

?What are the specified dimensions and tolerances for hollow clay filler tiles under IS 3951 Part 1?

IS 3951 Part 1 (2009) - Dimensions and Tolerances for Hollow Clay Filler Tiles

  • Tile Type: Hollow clay filler tiles with perforations parallel to length, for floors and roofs.
  • Typical Shape: Refer to Fig. 4 in the standard for the typical tile shape.
  • Dimensions: The standard specifies nominal dimensions (length, width, height) based on tile type, but exact values depend on manufacturer and application.
  • Tolerances: Generally, dimensional tolerances are ±3 mm for length and width, and ±2 mm for thickness (height).
  • Perforations: Uniformly spaced holes parallel to length to reduce weight and improve insulation.
  • Strength: Tiles must meet minimum breaking strength as per Annex A, tested on at least six random samples.

Summary Table (Typical values)

DimensionNominal Size (mm)Tolerance (± mm)
Length400 - 4503
Width200 - 2503
Thickness (Height)100 - 1502

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.

?What materials and additives are permitted in the manufacture of filler type hollow clay tiles?

According to IS 3951 Part 1 (2009), Clause 4.1, the manufacture of filler type hollow clay tiles permits:

  • Primary material: Suitable clay.
  • Additives: Pulverized coal ash varieties (fly ash, pond ash, mound ash, bottom ash), crushed stone sand dust, etc.
  • These additives must be used in suitable proportions to meet the standard's quality and strength requirements.

Additional requirements:

  • Tiles must be well burnt and of fairly uniform color.
  • They should be free from cracks, flaws, and deleterious inclusions like lime nodules or soluble salts.
  • The tiles' porous nature requires proper concrete or mortar cover to protect embedded steel from corrosion.

This ensures lightweight, durable tiles with good thermal and sound insulation properties for floors and roofs.

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?How is the breaking strength of hollow clay filler tiles tested according to this standard?

According to IS 3951 Part 1 (2009), Annex A, the breaking strength test for hollow clay filler tiles is conducted as follows:

Test Procedure for Breaking Strength:

  • Specimens: Select at least 6 tiles randomly from the sample.
  • Drying: Dry the tiles at 110°C until constant weight is achieved, then cool and weigh.
  • Test Setup: The breaking load is applied along the tile length, parallel to the perforations.
  • Requirement: The breaking load per unit length must be ≥ 10 kgf/cm length.

Key Points:

  • Bulk density is calculated as ( D = \frac{w}{v} ), where:
    • ( w ) = dry weight of the tile
    • ( v ) = bulk volume (external dimensions without grooves)
  • The test ensures tiles meet minimum strength for floors and roofs.

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This ensures structural reliability of hollow clay filler tiles in construction.

?What is the maximum allowable water absorption for these tiles?

According to IS 3951 Part 1, the maximum allowable water absorption for the tiles is:

  • Not more than 15% by mass (Clause 8).
  • Alternatively, a stricter limit of 10% maximum can be agreed upon if specified by the purchaser.

Key points:

  • Water absorption is tested as per the procedure in Annex B.
  • The limit was revised from an earlier 20% to improve quality.
  • Water absorption affects durability and strength, so lower values are preferred for better performance.

Summary Table:

PropertyLimit
Water Absorption≤ 15% (standard)
Alternate Option≤ 10% (if agreed)

This ensures tiles have adequate resistance to moisture ingress, maintaining structural integrity and durability.

?How should hollow clay filler tiles be marked for identification and certification?

According to IS 3951 Part 1, hollow clay filler tiles must be marked as follows:

  • Identification of Manufacturer: Clearly indicate the source of manufacture.
  • Filler Mark: Mark the tile with 'Filler' or 'F' to denote it as a filler tile.
  • Batch/Control Number: Include the batch or control unit number for traceability.

Additionally:

  • Tiles may carry the BIS Standard Mark if the manufacturer has obtained the appropriate license under the Bureau of Indian Standards Act, 1986.
  • The marking must be clear and indelible to ensure permanent identification.

This ensures quality control, traceability, and certification compliance for hollow clay filler tiles used in floors and roofs.

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