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4 General Technical Specification of Bhilai Steel Plant, SAIL ...

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© 2007 MECON Limited<br />

All rights reserved<br />

<strong>General</strong> <strong>Technical</strong> <strong>Specification</strong><br />

05. Bends for pipes for oxygen service shall have a radius <strong>of</strong> not less than three times the<br />

nominal pipe dia unless otherwise specified.<br />

06. In general pipes having size 50mm and above, shall be joined by butt welding and 40mm<br />

& below by socket welding / screwed connection. Threaded joints shall have to be seal<br />

welded except for galvanized pipes where teflon sealing tapes shall be used. For<br />

galvanized pipeline, pipe joints which are to be made before galvanising shall be <strong>of</strong><br />

welding type. Those joints which are to be made after galvanising shall be either flanged<br />

or screwed type. As far as practicable, whole fabricated piping assemblies shall be<br />

galvanized at a time in order to minimize the number <strong>of</strong> joints to be made after<br />

galvanising.<br />

07. All pipelines shall be provided with drain connections, generally at the lowest point for<br />

removing accumulated condensate or water and line draining. The drain piping shall<br />

have drain pockets and isolation valves. Trap stations shall be provided where<br />

necessary. Lines shall be given proper slope towards the drain points.<br />

08 Piping coming under the purview <strong>of</strong> Indian Boiler Regulations (IBR) shall be designed in<br />

accordance with such regulations. The design criteria <strong>of</strong> piping coming under the purview<br />

<strong>of</strong> IBR shall have to be approved by "Chief Inspector <strong>of</strong> Boilers" <strong>of</strong> the respective State<br />

prior to manufacture. All welding procedures, stress relieving procedures, inspection /<br />

testing / certificates and all other records shall have to be approved by Chief Inspector <strong>of</strong><br />

Boilers in approved form.<br />

09 Pipes having nominal bore less than 15 mm, shall not be used. Design pressure <strong>of</strong> steam<br />

and all other service pipelines shall be considered as 1.2 times the maximum expected<br />

pressure. However it shall not be less than 4.0 kg/cm 2 gauge for steam services and 3.5<br />

kg/cm 2 gauge for other services. Design temperature for steam services shall be as pr<br />

IBR and for other pipelines shall be 5 deg. above the maximum sustained service<br />

temperature expected.<br />

10 All the piping coming under the purview <strong>of</strong> IBR, shall be designed with the allowable<br />

design stresses as per IBR. For all other piping, the allowable design stress shall not be<br />

more than that specified in ANSI B 31.1 or BS:806 latest revision. Pipe thickness <strong>of</strong> all<br />

pipeline shall be taken as per the pipe thickness schedules. The design and stress<br />

analysis shall take into account the effect <strong>of</strong> internal/external pressures, thermal<br />

expansion, self weight <strong>of</strong> piping, support reactions, shock due to relieving devices, surge<br />

and water hammer, earth quake and wind effect, noise and vibrations, corrosion and<br />

erosion etc. and any other effects dictated by recommended engineering practices.<br />

11 Adequate flexibility shall be provided in the pipelines to keep stress and reactions in the<br />

system arising due to thermal expansion or other effects within limits. Where the piping<br />

terminates at an equipment or at the terminal point <strong>of</strong> a system, the reactions and<br />

thermal movement imposed by piping on the equipment or the system concerned shall<br />

be well within the limits specified.<br />

12 The flexibility analysis <strong>of</strong> steam, condensate and hot service media pipelines shall be<br />

furnished.<br />

02.15 PIPE SUPPORTS, ANCHORS, RESTRAINTS<br />

- In general pipe supports, restraints, braces or anchors shall be located at those<br />

points in the building or outdoor where provision has been made for the loads<br />

imposed. Loads at the supporting points or restraints shall be determined<br />

sufficiently early and provisions shall be made in the building or outdoor structures<br />

for pipe supports. The Tenderer shall locate, design, supply and erect all the<br />

Gases & Liquid Fluids<br />

Page 18 <strong>of</strong> 51<br />

GS-02

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