IS 11447

: 1985

Code of practice for construction with large panel prefabricates

CurrentSpecializedCode of PracticeBIMStructural Engineering · Planning, Housing and Pre-fabricated Construction
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This code of practice outlines the requirements for the design, manufacture, and construction of buildings using large prefabricated concrete panels. It covers materials, dimensional tolerances, joint design, structural considerations, handling, and erection procedures to ensure safety and quality in precast construction.

Code of practice for construction with large panel prefabricates

Quick Reference Values
Minimum grade of concrete for precast elementsM20
Permissible deviation in length/height of panel (up to 3m)±5 mm
Permissible deviation in thickness of panel±5 mm
Maximum deviation from plumb for full height of building30 mm
Minimum thickness of load bearing wall panel100 mm
Minimum thickness of floor/roof slab100 mm
Practical Notes
Joint design is the most critical aspect of large-panel construction; pay close attention to details for load transfer, weatherproofing, and fire resistance.
Strict adherence to manufacturing and erection tolerances (Table 1 & 4) is non-negotiable for proper assembly and structural integrity.
The code was reaffirmed in 2021, confirming its validity despite its original publication date. It should be read in conjunction with the latest versions of IS 456 and IS 875.