IS 6042

: 1969

Code of practice for construction of lightweight concrete block masonry

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This code of practice details the requirements for the construction of masonry using lightweight concrete blocks. It covers the specifications for materials like blocks and mortar, workmanship for laying and jointing, and procedures for curing to ensure structural integrity and durability.

Code of practice for construction of lightweight concrete block masonry

Quick Reference Values
Maximum mortar joint thickness10 mm
Minimum curing period for masonry7 days
Recommended mortar mix for general work (Cement:Sand)1:6 by volume
Minimum depth for raking joints for pointing15 mm
Maximum height of masonry to be built in a day1.5 m
Practical Notes
Ensure blocks are wetted before use but are surface-dry when laid to prevent rapid suction of water from mortar, which leads to poor bond strength.
This is an older code; it is crucial to use it in conjunction with the latest versions of IS 2185 (for block specifications) and IS 1905 (for structural design).
Maintaining a consistent mortar joint thickness, not exceeding 10 mm, is critical for uniform load distribution and achieving a good finish.