BENDING OF REINFORCEMENT BARS Sample Clauses

BENDING OF REINFORCEMENT BARS. All the bars should be bent according to the sizes and shapes shown in the detailed working drawings. They shall be bent gradually by machine or other approved means. They shall be bent cold except bars of over 25 mm. in diameter, which may be bent hot, if approved by the Engineer. Bars bent shall not be heated beyond red colour and after bending shall be allowed to cool slowly without quenching. Bars incorrectly bent shall be used only if the means used for straightening and rendering be such as shall not, in the opinion of the Engineer, effect properties of the reinforcement. No reinforcement shall be bent when in position in the work without approval, whether or not it is partially embedded in hardened concrete. Stipulations laid down in IS: 2502 for bending and fixing shall be followed unless otherwise specified herein. Where reinforcement bars are bent aside at construction joints and afterwards bent back into original position, care should taken to ensure that at no time is the radius of the bend less than 4 bar diameter for plain mild steel or 6 bar diameters for deformed bars. Care shall also be taken when bending back the bars, to ensure that the concrete around the bar is not damaged.
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