InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel
InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel

IS 2222 : 1991Specification for burnt clay perforated building bricks

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
BS EN 771-1 · ASTM C652 · AS/NZS 4455.1
CurrentSpecializedSpecificationMaterials Science · Clay and Stabilized Soil Products
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues6InternationalTablesFAQ4Related

IS 2222:1991 is the Indian Standard (BIS) for burnt clay perforated building bricks. This standard lays down the specifications for dimensions, quality requirements, and testing of burnt clay perforated building bricks. It covers parameters like compressive strength, water absorption, efflorescence, and the specific geometry of perforations to ensure structural adequacy and thermal efficiency.

Specification for burnt clay perforated building bricks

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Clay and Stabilized Soil Products
Type
Specification
International equivalents
BS EN 771-1:2011+A1:2015 · BSI / CEN (United Kingdom / European Union)ASTM C652-21 · ASTM International (USA)AS/NZS 4455.1:2008 · Standards Australia / Standards New ZealandSANS 227:2007 · SABS (South African Bureau of Standards)
Typically used with
IS 1077IS 3495IS 5454
Also on InfraLens for IS 2222
6Key values1Tables4FAQs
Practical Notes
! Perforated bricks should generally be laid with their perforations vertical to maximize load-bearing capacity.
! They offer better thermal insulation and reduced dead weight compared to solid bricks but require careful handling to prevent edge breakages.
! Ensure mortar does not completely fill the perforations during masonry construction, as it defeats the insulation and weight reduction purposes.
Frequently referenced clauses
Cl. 4Dimensions and TolerancesCl. 5.1PerforationsCl. 6.1Compressive StrengthCl. 6.2Water AbsorptionCl. 6.3Efflorescence
Pulled from IS 2222:1991. Browse the full clause & table index below in Tables & Referenced Sections.
burnt clayperforated bricksmasonryclay products

International Equivalents

Similar International Standards
BS EN 771-1:2011+A1:2015BSI / CEN (United Kingdom / European Union)
HighCurrent
Specification for masonry units - Part 1: Clay masonry units
Specifies requirements for fired clay masonry units, including perforated types, for use in masonry construction.
ASTM C652-21ASTM International (USA)
HighCurrent
Standard Specification for Hollow Brick (Hollow Masonry Units Made From Clay or Shale)
Covers requirements for hollow brick (equivalent to perforated brick) made from fired clay or shale for general masonry.
AS/NZS 4455.1:2008Standards Australia / Standards New Zealand
MediumCurrent
Masonry units, pavers, flags and segmental retaining wall units - Part 1: Masonry units
Provides a framework for all masonry units, with specific provisions applicable to perforated clay bricks.
SANS 227:2007SABS (South African Bureau of Standards)
HighCurrent
Burnt clay masonry units
Specifies requirements for solid, perforated, and hollow burnt clay masonry units for general building purposes.
Key Differences
≠IS 2222 classifies bricks into predefined strength classes (e.g., Class 10 for 10 N/mm²), whereas EN 771-1 uses a declarative system where the manufacturer states the compressive strength, which is not tied to fixed classes.
≠IS 2222 specifies a single maximum water absorption limit of 20% by weight. ASTM C652 has different limits based on weathering grades (e.g., Grade SW avg. 17%, Grade MW avg. 22%) determined by a 5-hour boil test, which is more severe than the 24-hour cold soak in IS 2222.
≠IS 2222 provides prescriptive limits for perforation geometry, requiring a minimum shell thickness of 15 mm and web thickness of 10 mm. In contrast, EN 771-1 and ASTM C652 focus on the overall percentage of voids to classify the brick (e.g., ASTM defines hollow brick as >25% voids).
≠The approach to efflorescence differs; IS 2222 uses a subjective visual assessment ('Slight', 'Moderate'). EN 771-1 provides a more quantitative approach by categorizing units based on their active soluble salt content (S0, S1, S2).
Key Similarities
≈All standards specify units made from the same fundamental material: fired clay, shale, or similar earthen materials.
≈The primary intended use across all standards is for the construction of load-bearing or non-load-bearing masonry walls.
≈All standards identify compressive strength, water absorption, and dimensional tolerances as critical performance characteristics for quality control.
≈The fundamental methodology for determining compressive strength—applying a uniaxial compressive load to a brick specimen until failure—is consistent across all standards, though test conditions may vary.
Parameter Comparison
ParameterIS ValueInternationalSource
Compressive Strength (Typical Class)Class 10: Average strength ≥ 10.0 N/mm²Declared mean compressive strength (e.g., 10 N/mm²). Not based on predefined classes.BS EN 771-1
Water Absorption (24h Cold Soak)≤ 20% by weightNo absolute limit specified; manufacturer must declare the value for design consideration.BS EN 771-1
Perforation Area15% to 50% of the gross areaDefined as a 'Hollow Brick' if voids are > 25% of the gross area.ASTM C652
Minimum Shell Thickness15 mmGrade SW: 19 mm (3/4 in); Grade MW: 13 mm (1/2 in) for cells > 6.5 cm² (1 in²).ASTM C652
Efflorescence TestVisual rating: 'Slight' or 'Moderate' acceptableCategorized by soluble salt content (e.g., S1, S2), a quantitative measurement.BS EN 771-1
Dimensional Tolerance (on 190 mm length)± 6 mmTolerance Category 'Tm' (mean deviation from work size): ±2.5 mm for a 190mm brick.BS EN 771-1
WarpageMaximum 3% of length (e.g., 5.7 mm on a 190 mm brick)Type HBX: Max 1.6 mm (1/16 in.) on a nominal 200 mm (8 in.) brick.ASTM C652
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
minimum compressive strength7.0 N/mm²
total perforation area20% to 45% of gross area
max area of single perforation500 mm²
minimum web thickness15 mm
maximum water absorption15% by weight
maximum efflorescenceSlight

Tables & Referenced Sections

Key Tables
Table 1 - Classes and Compressive Strength
Key Clauses
Clause 4 - Dimensions and Tolerances
Clause 5.1 - Perforations
Clause 6.1 - Compressive Strength
Clause 6.2 - Water Absorption
Clause 6.3 - Efflorescence

Related Resources on InfraLens

Cross-Referenced Codes
IS 1077:1992Common Burnt Clay Building Bricks - Specifica...
→
IS 3495:1992Methods of Tests of Burnt Clay Building Brick...
→
IS 5454:1978Methods of sampling of clay building bricks
→

Frequently Asked Questions4

What is the allowable percentage of perforations?+
The total area of perforations should be between 20% and 45% of the gross area of the brick face (Clause 5.1).
What is the minimum compressive strength required for perforated bricks?+
The minimum compressive strength should not be less than 7.0 N/mm² (Clause 6.1).
What is the maximum allowed water absorption?+
The water absorption shall not exceed 15 percent by weight after 24 hours of cold water immersion (Clause 6.2).
Which code is used for testing the compressive strength and water absorption?+
Testing procedures are strictly specified in IS 3495 (Parts 1 to 4).

QA/QC Inspection Templates

📋
QA/QC templates coming soon for this code.
Browse all 300 templates →