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IS 1344 : 1981Masonry Cement - Specification

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ASTM C91/C91M - 22 · EN 413-1 · BS EN 413-1
CurrentSpecializedSpecificationMaterials Science · Cement
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OverviewValues7InternationalTablesFAQ4Related

IS 1344:1981 is the Indian Standard (BIS) for masonry cement - specification. This standard lays down the requirements for manufacture, physical properties, and chemical properties of masonry cement intended to be used primarily for masonry mortars and plastering.

Specifies requirements for masonry cement, designed for use in masonry mortars and plasters.

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Cement
Type
Specification
Amendments
Amendment 1 (1985); Amendment 2 (1990); Amendment 3 (1993); Amendment 4 (1999)
International equivalents
ASTM C91/C91M - 22 · ASTM International, USAEN 413-1:2011 · CEN (European Committee for Standardization), EuropeBS EN 413-1:2011 · BSI (British Standards Institution), UK
Typically used with
IS 650IS 4031IS 4032IS 4905
Also on InfraLens for IS 1344
7Key values1Tables4FAQs
Practical Notes
! Masonry cement is specially formulated to provide high workability and water retention compared to ordinary Portland cement, making it ideal for bricklaying and plastering.
! It must NEVER be used for structural reinforced concrete (RCC) works like beams, columns, or slabs due to its significantly lower compressive strength.
! Only sand and water need to be added at the site to prepare the masonry mortar.
Frequently referenced clauses
Cl. 4ManufactureCl. 5Chemical RequirementsCl. 6Physical RequirementsCl. 9PackingCl. 10Marking
Pulled from IS 1344:1981. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments4 amendments
1985Amendment 1 (1985)
1990Amendment 2 (1990)
1993Amendment 3 (1993)
1999Amendment 4 (1999)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
masonry cementcementmortarbinder

International Equivalents

Similar International Standards
ASTM C91/C91M - 22ASTM International, USA
HighCurrent
Standard Specification for Masonry Cement
Specifies requirements for three types of masonry cement (N, S, M) for use in masonry mortar.
EN 413-1:2011CEN (European Committee for Standardization), Europe
HighCurrent
Masonry cement - Part 1: Composition, specifications and conformity criteria
Defines and gives specifications for masonry cements based on strength classes for use in masonry.
BS EN 413-1:2011BSI (British Standards Institution), UK
HighCurrent
Masonry cement. Composition, specifications and conformity criteria
The UK's adoption of the European standard EN 413-1 for masonry cements.
AS 1316-1991Standards Australia, Australia
MediumWithdrawn
Masonry cement
Previously specified requirements for masonry cement, now integrated into the broader blended cement standard.
Key Differences
≠IS 1344 specifies a single type of masonry cement, whereas ASTM C91 defines three types (N, S, M) and EN 413-1 defines multiple strength classes (e.g., MC 5, MC 12.5), allowing for more specific performance selection.
≠The air content requirement in IS 1344 is a single range of 8-15%. ASTM C91 has different ranges depending on the cement type (e.g., 12-22% for Type N, 10-18% for Type S), reflecting different workability and durability goals.
≠While IS 1344 allows for inert materials, EN 413-1 provides much more detailed compositional rules, explicitly defining various main constituents (like fly ash, limestone) and their allowed proportions for different classes of masonry cement.
≠IS 1344 requires a minimum fineness of 400 m²/kg (Blaine), making it a mandatory acceptance criterion. In contrast, ASTM C91 does not specify a mandatory Blaine fineness limit in its main table, using it more for ensuring uniformity between batches.
Key Similarities
≈All standards cover a factory-produced hydraulic binder specifically designed for producing masonry mortar, characterized by improved workability, water retention, and air entrainment compared to ordinary Portland cement.
≈All standards specify minimum requirements for key performance properties like compressive strength, water retention, and air content, which are crucial for the performance of masonry mortar.
≈IS 1344, ASTM C91, and EN 413-1 all mandate a test for soundness to ensure the long-term dimensional stability of the hardened mortar. Both IS 1344 and ASTM C91 use the autoclave expansion test with an identical limit of 1.0%.
≈The principle of the water retention test is fundamentally similar across the standards, measuring the mortar's ability to retain water against suction from masonry units, which is critical for proper hydration and bond strength.
Parameter Comparison
ParameterIS ValueInternationalSource
Compressive Strength (28 days)5.0 to 8.0 MPa≥ 5.2 MPa (Type N); ≥ 12.4 MPa (Type S)ASTM C91/C91M - 22
Air Content of Mortar (by volume)8% to 15%12% to 22% (Type N)ASTM C91/C91M - 22
Water Retention (flow after suction)≥ 70% of initial flow≥ 75% of initial flowASTM C91/C91M - 22
Soundness (Autoclave Expansion)≤ 1.0%≤ 1.0%ASTM C91/C91M - 22
Initial Setting Time≥ 90 minutes≥ 120 minutesASTM C91/C91M - 22
Final Setting Time≤ 24 hours (1440 minutes)No specific requirementASTM C91/C91M - 22
Fineness (Blaine)≥ 400 m²/kgNo value specified for acceptance; used for uniformityASTM C91/C91M - 22
Compressive Strength Class (comparison)5.0 - 8.0 MPa at 28 daysCorresponds to Class MC 5 (≥ 5.0 MPa at 28 days)EN 413-1:2011
⚠ Verify details from original standards before use

Key Values7

Quick Reference Values
Minimum 7-day compressive strength2.5 MPa
Minimum 28-day compressive strength5.0 MPa
Minimum initial setting time90 minutes
Maximum final setting time24 hours
Maximum Le Chatelier expansion (Soundness)10 mm
Maximum Autoclave expansion (Soundness)1.0 %
Minimum water retention60 %

Tables & Referenced Sections

Key Tables
Table 1 - Physical Requirements of Masonry Cement
Key Clauses
Clause 4 - Manufacture
Clause 5 - Chemical Requirements
Clause 6 - Physical Requirements
Clause 9 - Packing
Clause 10 - Marking

Related Resources on InfraLens

Cross-Referenced Codes
IS 650:1991Specification for Standard Sand for Testing o...
→
IS 4031:1996Methods of Physical Tests for Hydraulic Cemen...
→
IS 4032:1985Methods of Chemical Analysis of Hydraulic Cem...
→
IS 4905:1968Methods for Random Sampling
→

Frequently Asked Questions4

Can masonry cement be used for RCC structures?+
No, it is strictly intended for masonry mortars and plastering.
What is the minimum 28-day compressive strength of masonry cement?+
5.0 MPa.
What is the initial setting time requirement?+
Not less than 90 minutes.
Why is water retention important in masonry cement?+
It prevents the mortar from drying out too quickly when placed against porous masonry units like bricks, ensuring proper hydration and bond strength.

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