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ASTM F2438-04

(Specification)

Standard Specification for Oil Spill Response Boom Connection: Slide Connector

Standard Specification for Oil Spill Response Boom Connection: Slide Connector

SCOPE
1.1 This specification covers design criteria requirements, design geometry, material characteristics, and desirable features for oil spill response boom slide connections. These criteria are intended to define minimum mating characteristics and are not intended to be restricted to a specific configuration.
1.2 The specification defines the geometry required to mate with typical Universal slide connectors or Specification F 962 connectors with web thickness up to 0.3 in. Some very heavy-duty or PVC connectors may exceed this dimension and not be compatible.
1.3 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 to determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
31-Oct-2004
ICS
23.020.10 - Stationary containers and tanks
Technical Committee
F20 - Hazardous Substances and Oil Spill Response
Drafting Committee
F20.11 - Control
Current Stage
Ref Project

Relations

Replaced By
ASTM F2438-04(2010) - Standard Specification for Oil Spill Response Boom Connection: Slide Connector
Effective Date
01-Apr-2010

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ASTM F2438-04 - Standard Specification for Oil Spill Response Boom Connection: Slide ConnectorASTM F2438-04 - Standard Specification for Oil Spill Response Boom Connection: Slide Connector
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ASTM F2438-04 - Standard Specification for Oil Spill Response Boom Connection: Slide Connector
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information.
Designation: F2438 – 04
Standard Specification for
Oil Spill Response Boom Connection: Slide Connector
This standard is issued under the fixed designation F2438; 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. Scope weight, mechanical strength, chemical resistance, flexibility,
and conditions of the environment in which it is to be used.
1.1 This specification covers design criteria requirements,
design geometry, material characteristics, and desirable fea-
4. Design Requirements
tures for oil spill response boom slide connections. These
4.1 The minimum tensile strength of a boom-to-boom
criteria are intended to define minimum mating characteristics
connection shall equal or exceed the minimum fabric tensile
and are not intended to be restricted to a specific configuration.
strength specified in Table 1 of Guide F1523.
1.2 The specification defines the geometry required to mate
4.2 The connector design shall ensure distribution or trans-
with typical Universal slide connectors or Specification F962
fer of the tension member loads from one boom section to the
connectors with web thickness up to 0.3 in. Some very
next through or around the end connector in such a manner that
heavy-duty or PVC connectors may exceed this dimension and
the integrity of the joint is not broken at the fabric connection
not be compatible.
or any supplemental tension member connection(s).
1.3 This standard does not purport to address all of the
4.3 The connector opening shall be to the right when
safety concerns, if any, associated with its use. It is the
looking at the top of the connector as shown in Fig. 1.
responsibility of the user of this standard to establish appro-
4.4 The connector or adapter shall not take more than 0.04
priate safety and health practices and to determine the
in. permanent set when a 250-lb load, distributed over 3 in., is
applicability of regulatory limitations prior to use.
applied. The load shall be applied at the location that results in
2. Referenced Documents maximum deflection and shall be resisted by supports placed
⁄2 in. from each end as shown in Fig. 2.
2.1 ASTM Standards:
4.5 An end connector shall be long enough to be compatible
F818 Terminology Relating to Spill Response Barriers
with the particular boom of which it is a part and not be a
F962 Specification for Oil Spill Response Boom Connec-
limiting member as to the functional freeboard or draft of the
tion: Z-Connector
membrane.
F1523 Guide for Selection of Booms in Accordance With
4.6 The design shall include a tethered, ⁄8 in. diameter,
Water Body Classifications
self-locking pin, conforming to the dimensional criteria shown
3. Material Characteristics in Fig. 3, to resist vertical movement of joined connectors in
relation to each other.
3.1 End connector and locking pin materials shall be corro-
4.6.1 The pin’s overall length shall be minimized and its
sion resistant in seawater and such other environments as the
ends rounded or chamfered so as to minimize wear and tear on
intended service may require. If dissimilar metals are used,
adjacent stored booms or injury to boom handlers.
care shall be used in design to avoid galvanic corrosion.
4.6.2 The pin’s spring shall be captured or locked to the pin
3.2 Any material is acceptable for construction of the boom
assembly and shall exert a force on the toggle of between 16
connector provided consideration is given to such factors as
and 22 lbs when connectors are assembled.
4.6.3 When the pin’s spring is fully compressed, there shall
This specification is under the jurisdiction of ASTM Committee F20 on 1
be a clearance of ⁄8 in. between the short end of the toggle and
Hazardous Substances and Oil Spill Response and is the direct responsibility of
the mated connector as shown in Fig. 3.
Subcommittee F20.11 on Control.
4.6.4 The toggle shall turn freely and shall latch in either
Current edition approved Nov. 1, 2004. Published December 2004. DOI:
10.1520/F2438-04.
direction.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.6.5 The assembly shall incorporate a ring or lanyard loop
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
of a minimum 1 ⁄2 in. diameter for the convenience of pulling
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. the pin from the boom connectors.
Copyr
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SIGNIFICANCE AND USE
3.1 The use of this practice for the emergency joining of booms will not guarantee the effective performance of the joined boom sections, since each boom design and the environmental conditions of each incident govern the overall performance.  
3.2 Historically, different types of end connectors have been produced. This practice addresses the operational need to connect different types, during spill incidents. (Warning—Use of this practice with similar or different sizes of boom may cause the transmission of unwanted loading such as, tension loading and bending moments on certain boom parts resulting in possible premature failure of the containment system.)  
3.3 There are a wide range of boom connector configurations presently in use. These connectors were based upon some or all of the following design criteria:  
3.3.1 Connect and transfer tensile loads between boom sections,  
3.3.2 Minimize oil leakage between boom sections,  
3.3.3 Be easily connectable in the presence of dirt, oil or ice, or a combination thereof,  
3.3.4 Be quickly and easily connected and disconnected, in and out of the water,  
3.3.5 Maintain boom performance (freeboard, heave response, conformance, stability, and so forth),  
3.3.6 Be unaffected by temperature extremes,  
3.3.7 Have no protruding parts that could snag, injure, or puncture,  
3.3.8 Be light weight and buoyant,  
3.3.9 Be operatively symmetrical,  
3.3.10 Require no special tools for installation or removal,  
3.3.11 Require no loose parts for connection,  
3.3.12 Extend to the full height and draft of the boom,  
3.3.13 Resist distortion (that is, winding boom on a reel), and  
3.3.14 Be inherently safe to personnel.
SCOPE
1.1 This practice provides a standard practice for the joining of oil spill containment boom connectors in emergencies.  
1.2 The use of this connection method may adversely affect the total tensile strength of the connected booms.  
1.3 These criteria are intended to define mating requirements that will allow the emergency or occasional connection of unlike connectors.  
1.4 This practice is not intended to replace Specification F962.  
1.5 This practice does not address the compatibility of spill control equipment with spill products. It is the user's responsibility to ensure that any equipment selected is compatible with the anticipated spilled material.  
1.6 There is no guarantee that all of the connectors in use today can accept the holes spaced as required without interfering with existing bolt holes or other connector features.  
1.7 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. See Note 5 in Fig. 1—dimensions A and B are critical.
FIG. 1 Side View of a Typical Connector  
1.8 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. For a specific precautionary statement, see 3.2.  
1.9 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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SIGNIFICANCE AND USE
5.1 The general design geometry herein defined applies to both a separate adaptor accessory mating two booms of different geometry as well as boom end connectors (see Terminology F818).  
5.2 Interconnectibility is intended to facilitate mating of oil spill response booms of various sizes, strengths, design, and manufacture.  
5.3 The use of this general design geometry in no way guarantees the effective performance of the linked boom sections, since each boom’s design and the environmental conditions at each incident govern overall performance.
SCOPE
1.1 This specification covers design criteria requirements, design geometry, material characteristics, and desirable features for oil spill response boom slide connections. These criteria are intended to define minimum mating characteristics and are not intended to be restricted to a specific configuration.  
1.2 The specification defines the geometry required to mate with typical Universal slide connectors or Specification F962 connectors with web thickness up to 0.3 in. Some very heavy-duty or PVC connectors may exceed this dimension and not be compatible.  
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1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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SIGNIFICANCE AND USE
3.1 The use of this practice for the emergency joining of booms will not guarantee the effective performance of the joined boom sections, since each boom design and the environmental conditions of each incident govern the overall performance.  
3.2 Historically, different types of end connectors have been produced. This practice addresses the operational need to connect different types, during spill incidents. (Warning—Use of this practice with similar or different sizes of boom may cause the transmission of unwanted loading such as, tension loading and bending moments on certain boom parts resulting in possible premature failure of the containment system.)  
3.3 There are a wide range of boom connector configurations presently in use. These connectors were based upon some or all of the following design criteria:  
3.3.1 Connect and transfer tensile loads between boom sections,  
3.3.2 Minimize oil leakage between boom sections,  
3.3.3 Be easily connectable in the presence of dirt, oil or ice, or a combination thereof,  
3.3.4 Be quickly and easily connected and disconnected, in and out of the water,  
3.3.5 Maintain boom performance (freeboard, heave response, conformance, stability, and so forth),  
3.3.6 Be unaffected by temperature extremes,  
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SCOPE
1.1 This practice provides a standard practice for the joining of oil spill containment boom connectors in emergencies.  
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FIG. 1 Side View of a Typical Connector  
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1.9 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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Standard Specification for Oil Spill Response Boom Connection: Slide Connector

SIGNIFICANCE AND USE
5.1 The general design geometry herein defined applies to both a separate adaptor accessory mating two booms of different geometry as well as boom end connectors (see Terminology F818).  
5.2 Interconnectibility is intended to facilitate mating of oil spill response booms of various sizes, strengths, design, and manufacture.  
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SCOPE
1.1 This specification covers design criteria requirements, design geometry, material characteristics, and desirable features for oil spill response boom slide connections. These criteria are intended to define minimum mating characteristics and are not intended to be restricted to a specific configuration.  
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4.2 Tank System Design and Installation—The first step in environmentally sound management of tank systems is to design and install the tank system so as to minimize the potential for release of regulated substances to the environment. This guide addresses key considerations related to the types of tank systems to be used, compatibility of regulated substances to construction materials, types of spill containment and overfill prevention devices, corrosion protection, leak detection proper installation practices, and system operation.  
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SCOPE
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1.2 This guide addresses principal considerations related to the prevention of, and response to environmental releases from tank systems and is organized in the sections listed below:    
Section 1:  
Scope  
Section 2:  
Lists relevant ASTM Standards and other industry or regulatory guidance documents  
Section 3:  
Defines the key terminology used in this guide  
Section 4:  
Describes the significance and use of this guide  
Section 5:  
Tank System Design and Installation    
Section 6:  
Preventive Maintenance and Inspection Plan    
Section 7:  
Fueling Procedure  
Section 8:  
Dispensing Activities  
Section 9:  
Release Response Plan  
Section 10:  
Corrective Action for Affected Environmental Media  
Section 11:  
Tank System Closure  
Section 12:  
UST Management Practice and Operator Training  
Appendix X1:  
Recurring Release Det...

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