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IS 2185 Part 2 : 1999Concrete Masonry Units - Specifications: Part 2 Lightweight concrete blocks

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IS 2185:1999 Part 2 is the Indian Standard (BIS) for concrete masonry units - specifications: part 2 lightweight concrete blocks. This standard specifies the dimensions, manufacturing requirements, and physical performance criteria for hollow and solid lightweight concrete blocks made from lightweight aggregates. It details testing methods for density, compressive strength, drying shrinkage, and water absorption to ensure quality in masonry construction.

Specifies requirements for lightweight concrete blocks used in masonry construction.

Overview

Status
Current
Usage level
Frequently Used
Domain
Materials Science — Masonry and Bricks
Type
Specification
Typically used with
IS 383IS 456IS 2572IS 9103
Also on InfraLens for IS 2185
6Key values2Tables1Handbook topics3FAQs

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

Practical Notes
! Do not confuse Part 2 (lightweight aggregate blocks) with Part 3 (Autoclaved Aerated Concrete - AAC blocks); they have different densities and testing protocols.
! Ensure blocks are adequately cured and thoroughly dried before use in masonry to minimize drying shrinkage and subsequent wall cracking.
! Due to higher porosity, lightweight blocks may absorb water from the mortar rapidly; pre-wetting or using specific mortar consistencies is highly recommended.
Frequently referenced clauses
Cl. 4Dimensions and TolerancesCl. 5ClassificationCl. 6Physical RequirementsCl. 9Sampling and Criteria for ConformityAnnex C - Method for the Determination of Block DensityAnnex D - Method for the Determination of Compressive Strength
Pulled from IS 2185:1999. Browse the full clause & table index below in Tables & Referenced Sections.
lightweight concretemasonrylightweight aggregatecement

International Equivalents

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Key Values6

Quick Reference Values
maximum block density1500 kg/m³
maximum water absorption20% by mass
maximum drying shrinkage0.08%
maximum moisture movement0.09%
tolerance length± 5 mm
tolerance height and width± 3 mm

Tables & Referenced Sections

Key Tables
Table 1 - Nominal Dimensions of Blocks
Table 2 - Physical Requirements of Lightweight Concrete Blocks
Key Clauses
Clause 4 - Dimensions and Tolerances
Clause 5 - Classification
Clause 6 - Physical Requirements
Clause 9 - Sampling and Criteria for Conformity
Annex C - Method for the Determination of Block Density
Annex D - Method for the Determination of Compressive Strength

Related Resources on InfraLens

Cross-Referenced Codes
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 2572:2005Construction of hollow and solid concrete blo...
→
IS 9103:1999Admixtures for Concrete - Specification
→
Handbook & Design Rules
Handbook Topics
📖Material Quantities per Unit of Work
→

Frequently Asked Questions3

What is the maximum allowed density for lightweight concrete blocks under this code?+
The maximum block density allowed is 1500 kg/m³.
What is the permissible water absorption limit?+
Water absorption should not exceed 20 percent by mass.
What are the standard dimensional tolerances for these blocks?+
The tolerances are ± 5 mm for length, and ± 3 mm for both height and width.

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