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Rebar Coupler Mira-Bhayandar

Published date: November 12, 2025
  • Location: Mira-Bhayandar, Maharashtra, India
Rebar Coupler
Rebar Coupler

There are different code specification in India for Rebar Coupler which is given below


1. ACI: 318-2008


Type 1: As per this code joint should be required to achieve 1.25Fy as a minimum.


Example :- For Fe500 the tensile strength expected is at least 625 N/mm2.


Type 2: As per this code Joint should be required to meet the 1.25Fy requirement and also meet the Tensile Strength of the rebar.


For Example :- For Fe500 the ultimate stress expected from the same is at least 700 N/mm2.


 


2. BS 8110-Part 1, Section 3, 1989


In this Code Specification testing of the rebar coupler of a precise type, the permanent elongation after loading to 0.6fy should not exceed 0.1mm.


For Example :- For grade 460 the tensile strength should exceed 497 N/mm2.


 


3. IS 1786-2008


In this Specification for Fe500 Rebar is considered acceptable for use anywhere in the structure if meets the ultimate strength of 545 N/mm2 which is much lesser than the 1.25Fy.


In this case, the Condition becomes at least 625 N/mm2 as well.


 


4. IS 16172-2014


Coupler to be designed for Fe550 grade.


The only tests recommended for acceptance on projects are static tensile tests.


Example :- Fe500 rebar breaking at a stress of 580 N/mm2 is acceptable as per IS 1786 requirement of 545 N/mm2.


 


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