IS 4127

: 1983

Code of practice for laying glazed stoneware pipes

CurrentFrequently UsedCode of PracticeBIMEnvironmental · Public Health Engineering
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This code lays down standard practices for the excavation, bedding, laying, jointing, and testing of glazed stoneware pipes used for underground gravity sewers and surface water drains.

Code of practice for laying glazed stoneware pipes

Quick Reference Values
water test pressure1.5 m head of water
max testing section length300 m
cement mortar mix for joints1:1 (Cement:Sand)
yarn depth in jointOne-third of the annular space
trench width for small pipesOuter diameter + 300 mm
Practical Notes
Always lay pipes starting from the lowest point (downstream) moving upstream, with all sockets facing upstream.
The water leak test must be conducted and approved before backfilling the trench.
A concrete cradle or haunching is crucial if the trench is in yielding soil or if the depth of earth cover is less than 1.2 meters.
For straightness testing, place a mirror at one end of the pipeline and a lamp at the other; a full circle of light indicates a straight pipe without obstructions.