Rebar Coupler Mira-Bhayandar
- Location: Mira-Bhayandar, Maharashtra, India
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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