IS 14143

: 1994

prefabricated brick panel and partially precast concrete joist for flooring and roofing

CurrentSpecializedSpecificationBIMStructural Engineering · Planning, Housing and Pre-fabricated Construction
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This standard specifies the requirements for a composite flooring and roofing system using prefabricated brick panels supported on partially precast reinforced concrete joists. It covers the materials, dimensions, manufacturing, erection, and design criteria for this rapid construction technology, suitable for residential and commercial buildings.

prefabricated brick panel and partially precast concrete joist for flooring and roofing

Quick Reference Values
Minimum grade of concrete for precast joistsM20
Minimum grade of concrete for in-situ toppingM15
Minimum compressive strength of bricks7.5 N/mm²
Maximum water absorption for bricks20% by weight
Minimum thickness of in-situ structural topping40 mm
Minimum end bearing for joists on support75 mm
Practical Notes
Proper seating of brick panels on joists and complete filling of joints with mortar/concrete is crucial to achieve the intended composite action.
Care must be taken during handling and transportation of the slender precast joists to avoid damage or flexural cracks before installation.
The quality of bricks is critical as their strength directly contributes to the overall strength and stiffness of the composite slab.