ISO 4179:2024

International Standard   Current Edition · Approved on 05 February 2024

Ductile iron pipes and fittings for pressure and non-pressure pipelines — Cement mortar lining

ISO 4179:2024 Files

English 12 Pages
Current Edition
75.67 USD

ISO 4179:2024 Scope

This document specifies the nature, the method of application, the surface condition, performance requirements and the minimum thickness of internal linings of cement mortar for ductile iron pipes and fittings for pressure and non-pressure pipelines as defined in ISO 2531, ISO 7186 and ISO 16631.

It covers cement mortar linings which are used to improve the hydraulic properties of pipes and fittings compared to un-lined pipes and fittings and/or to prevent corrosion damage and includes special requirements for linings of gravity sewers operating partially filled.

It also covers linings used for the conveyance of particularly aggressive fluids, where the following solutions can be used either separately or in combination:

a)       an increase in the thickness of the lining;

b)       a change of the type of cement;

c)        a coating over the lining.

Best Sellers

GSO 150-2:2013
 
Gulf Standard
Expiration dates for food products - Part 2 : Voluntary expiration dates
YSMO GSO 150-2:2020
GSO 150-2:2013 
Yemeni Technical Regulation
Expiration dates for food products - Part 2 : Voluntary expiration dates
YSMO GSO 2055-1:2020
GSO 2055-1:2015 
Yemeni Standard
HALAL FOOD - Part 1 : General Requirements
GSO 2055-1:2015
 
Gulf Technical Regulation
HALAL FOOD - Part 1 : General Requirements

Recently Published

ISO 4211-1:2025
 
International Standard
Furniture — Tests for surface finishes — Part 1: Assessment of resistance to cold liquids
ISO 11843-7:2025
 
International Standard
Capability of detection — Part 7: Methodology based on stochastic properties of instrumental noise
ISO 18750:2025
 
International Standard
Intelligent transport systems — Local dynamic map
ISO 4076:2025
 
International Standard
Polyphenylsulfone (PPSU) — Effect of time and temperature on expected strength