ASTM D5364-14
(Guide)Standard Guide for Design, Fabrication, and Erection of Fiberglass Reinforced (FRP) Plastic Chimney Liners with Coal-Fired Units
Standard Guide for Design, Fabrication, and Erection of Fiberglass Reinforced (FRP) Plastic Chimney Liners with Coal-Fired Units
SIGNIFICANCE AND USE
4.1 This guide provides information, requirements and recommendations for design professionals, fabricators, installers and end-users of FRP chimney liners. FRP is a cost-effective and appropriate material of construction for liners operating at moderate temperatures in a corrosive chemical environment.
4.2 This guide provides uniformity and consistency to the design, fabrication, and erection of fiberglass-reinforced plastic (FRP) liners for concrete chimneys with coal-fired units. Other fossil fuels will require a thorough review of the operating and service conditions and the impact on material selection.
4.3 This guide is limited specifically to FRP liners within a supporting concrete shell and is not applicable to other FRP cylindrical structures.
SCOPE
1.1 This guide offers direction and guidance to the user concerning available techniques and methods for design, material selection, fabrication, erection, inspection, confirmatory testing, quality control and assurance.
1.2 These minimum guidelines, when properly used and implemented, can help ensure a safe and reliable structure for the industry.
1.3 This guide offers minimum requirements for the proper design of a FRP liner once the service conditions relative to thermal, chemical, and erosive environments are defined. Due to the variability in liner height, diameter, and the environment, each liner must be designed and detailed individually.
1.4 Selection of the necessary resins and reinforcements, composition of the laminate, and proper testing methods are offered.
1.5 Once the material is selected and the liner designed, procedures for proper fabrication of the liner are developed.
1.6 Field erection, sequence of construction, proper field-joint preparation, and alignment are reviewed.
1.7 Quality control and assurance procedures are developed for the design, fabrication, and erection phases. The quality-assurance program defines the proper authority and responsibility, control of design, material, fabrication and erection, inspection procedures, tolerances, and conformity to standards. The quality-control procedures provide the steps required to implement the quality-assurance program.
1.8 Appendix X1 includes research and development subjects to further support recommendations of this guide.
1.9 Disclaimer—The reader is cautioned that independent professional judgment must be exercised when data or recommendations set forth in this guide are applied. The publication of the material contained herein is not intended as a representation or warranty on the part of ASTM that this information is suitable for general or particular use, or freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability arising from such use. The design of structures is within the scope of expertise of a licensed architect, structural engineer, or other licensed professional for the application of principles to a particular structure.
Note 1: There is no known ISO equivalent to this standard.
1.10 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.11 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Section
Introduction and Background
Scope and Objective
1
Referenced Documents
2
ASTM Standards 2.1
2.1
ACI Standard
2.2
NFPA Standard
2.3
ASME Standards
2.4
Terminology
3
ASTM Standard General Definitions
3.1
Applicable Definitions
3.2
Descriptions of Terms Specific to This Sta...
General Information
Relations
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Designation: D5364 − 14 An American National Standard
Standard Guide for
Design, Fabrication, and Erection of Fiberglass Reinforced
1
(FRP) Plastic Chimney Liners with Coal-Fired Units
This standard is issued under the fixed designation D5364; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
INTRODUCTION
Federal and state environmental regulations have imposed strict requirements to clean the gases
leavingachimney.Theseregulationshaveresultedintallerchimneys(600–1000ft(183–305m))and
lower gas temperatures (120–200°F (49–93°C)) due to the use of Air Quality Compliance Systems
(ACQS). These regulations led to the development of fiber reinforced plastics (FRP) chimney liners
in the 1970’s.
Fiberglass-reinforced plastic liners have proven their capability to resist corrosion and carry loads
overlongperiodsoftime.Successfulservicehasbeendemonstratedintheutilityandgeneral-process
industriesforover40years.ThetallerFRPstructuresandlargerdiameters(10–30ft(3–9m))imposed
new design, fabrication, and erection challenges.
The design, fabrication, and erection of FRP liners involves disciplines which must address the
specific characteristics of the material. Areas that have been shown to be of importance include the
following:
(1) Flue-gas characteristics such as chemical composition, water and acid dew points, operating
and excursion temperature, velocity, etc.
(2) Plant operation as it relates to variations in the flue-gas characteristics.
(3) Material selection and laminate design.
(4) Quality control throughout the design, fabrication, and erection process to ensure the integrity
of the corrosion barrier and the structural laminate.
(5) Secondary bonding of attachments, appurtenances, and joints.
(6) Installation and handling.
(7) Inspections and Confirmation Testing.
Chimney components include an outer shell, one or more inner liners, breeching ductwork, and
miscellaneous platforms, elevators, ladders, and miscellaneous components. The shell provides
structural integrity to environmental forces such as wind, earthquake, ambient temperatures, and
supports the liner or liners. The liner or liners inside the shell protects the shell from the thermal,
chemical,andabrasiveenvironmentofthehotboilergases(generally120–560°F(49–293°C)).These
liners have been made of FRP, acid-resistant brick, carbon steel, stainless steel, high-alloy steel,
shotcrete-coated steel, and shotcrete-coated shells. The selection of the material type depends on the
chemical composition and temperature of the flue gas, liner height, diameter, and seismic zone.Also,
variations in flue-gas characteristics and durations of transient temperatures affect material selection
anddesign.ForFRPliners,thefluegasmaximumoperatingtemperatureisgenerallylimitedto200°F
(90°C) for 2 hours and for maximum transient temperatures to 400°F (204°C) for 30 minutes.
1. Scope 1.2 These minimum guidelines, when properly used and
implemented, can help ensure a safe and reliable structure for
1.1 This guide offers direction and guidance to the user
the industry.
concerning available techniques and methods for design, ma-
terial selection, fabrication, erection, inspection, confirmatory 1.3 This guide offers minimum requirements for the proper
testing, quality control and assurance. design of a FRP liner once the service conditions relative to
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D5364 − 14
thermal, chemical, and erosive environments are defined. Due
Descriptions of Terms Specific to This Standard 3.3
Symbols 3.4
tothevariabilityinlinerheight,diameter,andtheenvironment,
Significance and Use 4
each liner must be designed and detailed individually.
Service and Operating Environments 5
Service Conditions 5.1
1.4 Selection of the necessary resins and reinforcements,
Environmental Severity 5.2
composition of the laminate, and proper testing methods are
Chemical Environment 5.3
Erosion/Abrasion Environment 5.4
offered.
Operating Temperature Environment 5.5
1.5 Once the material is selected and the liner designed,
Abnormal Environments 5.6
Other Operating and Service Environments 5.7
procedures for proper fabrication of the liner are developed.
Static Electricity Build-Up 5.8
1.6 Field erection, sequence of construction, proper field- Flame Spread 5.9
Materials 6
joint preparation, and alignment are reviewed.
Raw Materials 6.1
Laminate Composition 6.2
1.7 Quality control and assurance procedures are developed
Laminate Properties 6.3
for the design, fabrica
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
´1
Designation: D5364 − 08 D5364 − 14 An American National Standard
Standard Guide for
Design, Fabrication, and Erection of Fiberglass Reinforced
1
(FRP) Plastic Chimney Liners with Coal-Fired Units
This standard is issued under the fixed designation D5364; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1
ε NOTE—Table 1 and Figure 1 were editorially corrected in March 2010.
INTRODUCTION
Federal and state environmental regulations have imposed strict requirements to clean the gases
leaving a chimney. These regulations have resulted in taller chimneys (600–1000 ft (183–305 m)) and
lower gas temperatures (120–200°F (49–93°C)) due to the use of Air Quality Compliance Systems
(ACQS). These regulations led to the development of fiber reinforced plastics (FRP) chimney liners
in the 1970’s.
Fiberglass-reinforced plastic liners have proven their capability to resist corrosion and carry loads
over long periods of time. Successful service has been demonstrated in the utility and general-process
industries for over 40 years. The taller FRP structures and larger diameters (10–30 ft (3–9 m)) imposed
new design, fabrication, and erection challenges.
The design, fabrication, and erection of FRP liners involves disciplines which must address the
specific characteristics of the material. Areas that have been shown to be of importance include the
following:
(1) Flue-gas characteristics such as chemical composition, water and acid dew points, operating
and excursion temperature, velocity, etc.
(2) Plant operation as it relates to variations in the flue-gas characteristics.
(3) Material selection and laminate design.
(4) Quality control throughout the design, fabrication, and erection process to ensure the integrity
of the corrosion barrier and the structural laminate.
(5) Secondary bonding of attachments, appurtenances, and joints.
(6) Installation and handling.
(7) Inspections and Confirmation Testing.
Chimney components include an outer shell, one or more inner liners, breeching ductwork, and
miscellaneous platforms, elevators, ladders, and miscellaneous components. The shell provides
structural integrity to environmental forces such as wind, earthquake, ambient temperatures, and
supports the liner or liners. The liner or liners inside the shell protects the shell from the thermal,
chemical, and abrasive environment of the hot boiler gases (generally 120–560°F (49–293°C)). These
liners have been made of FRP, acid-resistant brick, carbon steel, stainless steel, high-alloy steel,
shotcrete-coated steel, and shotcrete-coated shells. The selection of the material type depends on the
chemical composition and temperature of the flue gas, liner height, diameter, and seismic zone. Also,
variations in flue-gas characteristics and durations of transient temperatures affect material selection
and design. For FRP liners, the flue gas maximum operating temperature is generally limited to 200°F
(90°C) for 2 hours and for maximum transient temperatures to 400°F (204°C) for 30 minutes.
1. Scope
1.1 This guide offers direction and guidance to the user concerning available techniques and methods for design, material
selection, fabrication, erection, inspection, confirmatory testing, quality control and assurance.
1
This guide is under the jurisdiction of ASTM Committee D20 on Plastics and is the direct responsibility of Subcommittee D20.23 on Reinforced Plastic Piping Systems
and Chemical Equipment.
Current edition approved Nov. 1, 2008Oct. 1, 2014. Published November 2008October 2014. Originally approved in 1993. Last previous edition approved in 20022008
ϵ1
as D5364 – 93 (2002).D5364 – 08 . DOI: 10.1520/D5364-08.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D5364 − 14
1.2 These minimum guidelines, when properly used and implemented, can help ensure a safe and reliable structure for the
industry.
1.3 This guide offers minimum requirements for the proper design of a FRP liner once the service conditions relative to thermal,
chemical, and erosive environments are defined. Due to the variability in liner height, diameter, and the environment, each liner
must be designed and detailed individually.
1.4 Selection of the necessary resins and rei
...
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