ISO 14692-3:2017
Petroleum and natural gas industries — Glass-reinforced plastics (GRP) piping — Part 3: System design
ISO 14692-3:2017 gives guidelines for the design of GRP piping systems. The requirements and recommendations apply to layout dimensions, hydraulic design, structural design, detailing, fire endurance, spread of fire and emissions and control of electrostatic discharge.
This document is intended to be read in conjunction with ISO 14692‑1.
| Get this standard | Prices exclude GST | |
|---|---|---|
| PDF ( Single user document) |
$343.00 NZD
|
|
| HardCopy |
$389.00 NZD
|
|
| Networkable PDF |
Price varies
|
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Layout requirements
4.1 General
4.2 Space requirements
4.3 System supports
4.3.1 General
4.3.2 Pipe-support contact surface
4.4 Isolation and access for cleaning
4.5 Vulnerability
4.5.1 Point loads
4.5.2 Abuse
4.5.3 Dynamic excitation and interaction with adjacent equipment and piping
4.5.4 Exposure to light and ultraviolet radiation
4.5.5 Low temperatures and requirements for insulation
4.6 Fire and blast
5 Hydraulic design
5.1 General
5.2 Flow characteristics
5.3 General velocity limitations
5.4 Erosion
5.4.1 General
5.4.2 Particulate content
5.4.3 Piping configuration
5.4.4 Cavitation
5.5 Water hammer
6 Generation of design envelopes
6.1 Partial factors
6.1.1 Design life
6.1.2 Chemical degradation
6.1.3 Fatigue and cyclic loading
6.2 Part factor, f2
6.3 Combinations of part factor and partial factors
6.4 Design envelope
7 Stress analysis
7.1 Analysis methods
7.2 Pipe stress analysis software
7.3 Analysis requirements
7.4 Flexibility factors
7.5 Stress intensification factors
7.6 Modelling fittings
7.7 Allowable deflections
7.7.1 Vertical deflection in aboveground piping systems
7.7.2 Vertical deflection in buried piping systems
7.8 Allowable stresses
7.9 External pressure
7.10 Axial compressive loading (buckling)
7.10.1 Shell buckling
7.10.2 Euler buckling
7.10.3 Buckling pressure — Buried piping
7.10.4 Upheaval buckling pressure
7.11 Longitudinal pressure expansion
8 Other design aspects
8.1 Fire
8.1.1 General
8.1.2 Fire endurance
8.1.3 Fire reaction
8.1.4 Fire-protective coatings
8.2 Static electricity
9 Installer and operator documentation
Annex A (normative) Cyclic de-rating factor — A3
Annex B (normative) Flexibility factors and stress intensification factors
Bibliography
Previous versions
Keep me up-to-date
Sign up to receive updates when there are changes to this standard
Related Information
Similar Standards
-
AS/NZS 1260:2017
PVC-U pipes and fittings for drain, waste and vent applications -
AS/NZS 1260:2017 A1
PVC-U pipes and fittings for drain, waste and vent applications
-
AS/NZS 1462.1:2006
Methods of test for plastics pipes and fittings - Method for determining the dimensions of pipes and fittings
-
AS/NZS 1462.10:1998
Methods of test for plastics pipes and fittings - Method for hydrostatic pressure testing of fittings and elastomeric seal joints for non-pressure applications
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Layout requirements
4.1 General
4.2 Space requirements
4.3 System supports
4.3.1 General
4.3.2 Pipe-support contact surface
4.4 Isolation and access for cleaning
4.5 Vulnerability
4.5.1 Point loads
4.5.2 Abuse
4.5.3 Dynamic excitation and interaction with adjacent equipment and piping
4.5.4 Exposure to light and ultraviolet radiation
4.5.5 Low temperatures and requirements for insulation
4.6 Fire and blast
5 Hydraulic design
5.1 General
5.2 Flow characteristics
5.3 General velocity limitations
5.4 Erosion
5.4.1 General
5.4.2 Particulate content
5.4.3 Piping configuration
5.4.4 Cavitation
5.5 Water hammer
6 Generation of design envelopes
6.1 Partial factors
6.1.1 Design life
6.1.2 Chemical degradation
6.1.3 Fatigue and cyclic loading
6.2 Part factor, f2
6.3 Combinations of part factor and partial factors
6.4 Design envelope
7 Stress analysis
7.1 Analysis methods
7.2 Pipe stress analysis software
7.3 Analysis requirements
7.4 Flexibility factors
7.5 Stress intensification factors
7.6 Modelling fittings
7.7 Allowable deflections
7.7.1 Vertical deflection in aboveground piping systems
7.7.2 Vertical deflection in buried piping systems
7.8 Allowable stresses
7.9 External pressure
7.10 Axial compressive loading (buckling)
7.10.1 Shell buckling
7.10.2 Euler buckling
7.10.3 Buckling pressure — Buried piping
7.10.4 Upheaval buckling pressure
7.11 Longitudinal pressure expansion
8 Other design aspects
8.1 Fire
8.1.1 General
8.1.2 Fire endurance
8.1.3 Fire reaction
8.1.4 Fire-protective coatings
8.2 Static electricity
9 Installer and operator documentation
Annex A (normative) Cyclic de-rating factor — A3
Annex B (normative) Flexibility factors and stress intensification factors
Bibliography