IS 15916

: 2011

Precast Concrete Components - General Requirements for Production and Delivery

CurrentSpecializedSpecificationBIMStructural Engineering · Precast and Prefabricated Concrete
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This standard specifies the general requirements for materials, production, delivery, and quality control of factory-made precast concrete components. It covers aspects like concrete grades, manufacturing tolerances, curing, handling, storage, and marking to ensure consistency and quality in prefabricated construction.

Specifies general requirements for the production, quality control, handling, storage, and delivery of precast concrete components.

Quick Reference Values
Minimum grade of concrete for precast componentsM25
Minimum curing period (OPC, normal weather)7 days
Tolerance on overall length (L < 6m)±10 mm
Tolerance on cross-sectional dimensions (up to 500mm)±5 mm
Tolerance on straightness or bowLength/750
Tolerance on cover to reinforcement±5 mm
Practical Notes
Strict adherence to dimensional tolerances specified in Clause 9 and Table 4 is critical for successful on-site erection and avoiding costly rework during assembly.
Proper curing as per Clause 7.6 and Table 3 is essential to achieve the required strength for early stripping, handling, and long-term durability.
Ensure lifting hooks/inserts are designed and placed correctly as per approved drawings, as improper handling is a common cause of damage to precast elements.