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IS 6072 : 1971autoclaved reinforced cellular concrete wall slabs

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EN 12602 · ASTM C1693 · AS 5146.2
CurrentSpecializedSpecificationBIMMaterials Science · Planning, Housing and Pre-fabricated Construction
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Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues6InternationalTablesFAQ4Related

IS 6072:1971 is the Indian Standard (BIS) for autoclaved reinforced cellular concrete wall slabs. This standard specifies the requirements for materials, dimensions, physical properties, and testing of autoclaved reinforced cellular concrete wall slabs. It covers various grades based on density and compressive strength, intended for use as prefabricated wall panels in building construction.

autoclaved reinforced cellular concrete wall slabs

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Planning, Housing and Pre-fabricated Construction
Type
Specification
International equivalents
EN 12602:2016 · CEN (European Committee for Standardization), EuropeASTM C1693-21 · ASTM International, USAAS 5146.2:2018 · Standards Australia, AustraliaJIS A 5416:2016 · JSA (Japanese Standards Association), Japan
Typically used with
IS 269IS 432IS 1786IS 516
Also on InfraLens for IS 6072
6Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! This code is for reinforced slabs, which are different from the more common non-reinforced AAC blocks specified in IS 2185.
! Proper corrosion protection for the steel reinforcement is critical due to the high porosity of cellular concrete, as mentioned in Clause 3.2.1.
! Handling and storage should be done carefully as per Clause 8 to prevent chipping of edges and cracking of the slabs before installation.
Frequently referenced clauses
Cl. 3MaterialsCl. 4Dimensions and TolerancesCl. 5Physical RequirementsCl. 6TestsCl. 7Marking
Pulled from IS 6072:1971. Browse the full clause & table index below in Tables & Referenced Sections.
autoclaved aerated concretecellular concretesteel reinforcementprecast concrete

International Equivalents

Similar International Standards
EN 12602:2016CEN (European Committee for Standardization), Europe
HighCurrent
Prefabricated reinforced components of autoclaved aerated concrete
Covers requirements and test methods for reinforced AAC wall, floor, and roof panels.
ASTM C1693-21ASTM International, USA
HighCurrent
Standard Specification for Autoclaved Aerated Concrete (AAC)
Specifies requirements for both non-reinforced and reinforced AAC panels, including wall panels.
AS 5146.2:2018Standards Australia, Australia
HighCurrent
Reinforced autoclaved aerated concrete - Part 2: Panels
Provides requirements for the design and specification of reinforced AAC panels for walls and floors.
JIS A 5416:2016JSA (Japanese Standards Association), Japan
MediumCurrent
Autoclaved lightweight aerated concrete panels
Covers autoclaved lightweight concrete panels, including reinforced types for walls and floors.
Key Differences
≠IS 6072 is prescriptive with basic load criteria, whereas modern standards like EN 12602 are performance-based and integrate with comprehensive structural design codes (e.g., Eurocode 2) for analysis.
≠Corrosion protection in IS 6072 is a simple cement slurry. International standards (e.g., ASTM C1693, EN 12602) mandate factory-applied, performance-tested anti-corrosion coatings (e.g., polymer-modified slurry or epoxy).
≠Modern standards specify and require testing for a wider range of performance characteristics, such as fire resistance ratings, thermal conductivity, and acoustic insulation, which are not detailed in IS 6072:1971.
≠International standards use a system of density and compressive strength classes (e.g., D600, AAC 4 in EN 12602) for precise specification, while IS 6072 uses a more limited two-grade system.
Key Similarities
≈All standards are based on the same fundamental material: a mix of cementitious binder, fine siliceous material, water, and an expansion agent, cured via autoclaving.
≈The basic product concept is identical: a factory-made, reinforced, lightweight concrete slab intended for use as a wall element.
≈All standards require steel reinforcement to be embedded within the panels to resist handling, transport, and in-service flexural stresses.
≈All standards define and specify permissible dimensional tolerances for length, width, thickness, and squareness to ensure proper assembly on site.
Parameter Comparison
ParameterIS ValueInternationalSource
Dry Density Range551 - 750 kg/m³ (Grades I & II)Typically 400 - 800 kg/m³ organized in classes (e.g., D500, D600, D700)EN 12602:2016
Compressive Strength (Typical)3.0 - 4.0 N/mm² (average cube strength for Grades I & II)2.5 - 8.0 N/mm² (characteristic strength classes, e.g., AAC 2.5, AAC 4)EN 12602:2016
Reinforcement Corrosion ProtectionProtective film of cement slurryPerformance-tested, factory-applied corrosion-inhibiting coatingASTM C1693-21
Minimum Reinforcement Cover15 mm20 mm (for internal elements, XC1 exposure)EN 12602:2016
Drying ShrinkageNot exceeding 0.05%Not exceeding 0.5 mm/m (0.05%)ASTM C1693-21
Length Tolerance± 5 mm± 3 mm (Tolerance Class A)EN 12602:2016
Thickness Tolerance± 3 mm± 2 mm (Tolerance Class A)EN 12602:2016
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Maximum drying shrinkage0.05 %
Minimum average compressive strength (Grade 50)50 kgf/cm²
Typical oven-dry density (Grade 50)601 to 650 kg/m³
Tolerance on length± 5 mm
Tolerance on width/height± 3 mm
Tolerance on thickness± 2 mm

Tables & Referenced Sections

Key Tables
Table 1 - Dimensions of Wall Slabs
Table 2 - Physical Requirements
Key Clauses
Clause 3 - Materials
Clause 4 - Dimensions and Tolerances
Clause 5 - Physical Requirements
Clause 6 - Tests
Clause 7 - Marking

Related Resources on InfraLens

Cross-Referenced Codes
IS 269:2015Ordinary Portland Cement - Specification
→
IS 432:1982Mild Steel and Medium Tensile Steel Bars and ...
→
IS 1786:2008High Strength Deformed Steel Bars and Wires f...
→
IS 516:2021Methods of Tests for Strength of Concrete - P...
→

Frequently Asked Questions4

What is the main difference between this and IS 2185?+
IS 6072 covers reinforced wall slabs (large panels), while IS 2185 covers unreinforced blocks (masonry units).
How is the strength of a wall slab specified?+
Strength is verified by a transverse breaking load test on a full slab (Clause 6.1) and compressive strength on cubes cut from the slab (Clause 6.2).
What is the maximum allowed drying shrinkage for these slabs?+
The maximum drying shrinkage shall not exceed 0.05 percent (Clause 5.4).
Are there standard thicknesses for these slabs?+
Yes, Table 1 specifies preferred thicknesses of 100, 150, 200, and 250 mm.

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