ASTM F2438-04(2017) Standard Specification for Oil Spill Response Boom Connection Slide Connector.pdf

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1、Designation: F2438 04 (Reapproved 2017)Standard Specification forOil Spill Response Boom Connection: Slide Connector1This standard is issued under the fixed designation F2438; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the yea

2、r of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers design criteria requirements,design geometry, material characteristics, and desirable f

3、ea-tures for oil spill response boom slide connections. Thesecriteria are intended to define minimum mating characteristicsand are not intended to be restricted to a specific configuration.1.2 The specification defines the geometry required to matewith typical Universal slide connectors or Specifica

4、tion F962connectors with web thickness up to 0.3 in. Some veryheavy-duty or PVC connectors may exceed this dimension andnot be compatible.1.3 The values stated in inch-pound units are to be regardedas standard. No other units of measurement are included in thisstandard.1.4 This standard does not pur

5、port to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and to determine theapplicability of regulatory limitations prior to use.1.5 This international standard was develope

6、d in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documen

7、ts2.1 ASTM Standards:2F818 Terminology Relating to Spill Response Booms andBarriersF962 Specification for Oil Spill Response Boom Connec-tion: Z-ConnectorF1523/F1523M Guide for Selection of Booms in Accor-dance With Water Body Classifications3. Material Characteristics3.1 End connector and locking p

8、in materials shall be corro-sion resistant in seawater and such other environments as theintended service may require. If dissimilar metals are used,care shall be used in design to avoid galvanic corrosion.3.2 Any material is acceptable for construction of the boomconnector provided consideration is

9、 given to such factors asweight, mechanical strength, chemical resistance, flexibility,and conditions of the environment in which it is to be used.4. Design Requirements4.1 The minimum tensile strength of a boom-to-boomconnection shall equal or exceed the minimum fabric tensilestrength specified in

10、Table 1 of Guide F1523/F1523M.4.2 The connector design shall ensure distribution or trans-fer of the tension member loads from one boom section to thenext through or around the end connector in such a manner thatthe integrity of the joint is not broken at the fabric connectionor any supplemental ten

11、sion member connection(s).4.3 The connector opening shall be to the right whenlooking at the top of the connector as shown in Fig. 1.4.4 The connector or adapter shall not take more than 0.04in. permanent set when a 250-lb load, distributed over 3 in., isapplied. The load shall be applied at the loc

12、ation that results inmaximum deflection and shall be resisted by supports placed12 in. from each end as shown in Fig. 2.4.5 An end connector shall be long enough to be compatiblewith the particular boom of which it is a part and not be alimiting member as to the functional freeboard or draft of them

13、embrane.4.6 The design shall include a tethered,38 in. diameter,self-locking pin, conforming to the dimensional criteria shownin Fig. 3, to resist vertical movement of joined connectors inrelation to each other.4.6.1 The pins overall length shall be minimized and itsends rounded or chamfered so as t

14、o minimize wear and tear onadjacent stored booms or injury to boom handlers.4.6.2 The pins spring shall be captured or locked to the pinassembly and shall exert a force on the toggle of between 16and 22 lbs when connectors are assembled.1This specification is under the jurisdiction of ASTM Committee

15、 F20 onHazardous Substances and Oil Spill Response and is the direct responsibility ofSubcommittee F20.11 on Control.Current edition approved May 1, 2017. Published May 2017. Originallyapproved in 2004. Last previous edition approved in 2010 as F2438 04(2010).DOI: 10.1520/F2438-04R17.2For referenced

16、 ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Consh

17、ohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Org

18、anization Technical Barriers to Trade (TBT) Committee.14.6.3 When the pins spring is fully compressed, there shallbe a clearance of18 in. between the short end of the toggle andthe mated connector as shown in Fig. 3.4.6.4 The toggle shall turn freely and shall latch in eitherdirection.4.6.5 The asse

19、mbly shall incorporate a ring or lanyard loopof a minimum 112 in. diameter for the convenience of pullingthe pin from the boom connectors.4.6.6 The pin/lanyard assembly shall resist a tensile load of180 lb, placed upon the closed toggle by the test fixture towhich the pins lanyard is attached, witho

20、ut deformation.4.6.7 One pin/lanyard assembly shall be furnished with, andconnected to, each end connector or adapter.4.6.8 Each lanyard shall be long enough to allow the pin tobe inserted into any pinhole in the connector.4.7 Pinholes, designed to accommodate the38 in. diameterself-locking pin, sha

21、ll be incorporated at the design water line(DWL) and, if required, a location as determined in 4.7.1 or4.7.2 and shown in Fig. 4.4.7.1 For any connector with 7.0 to 12.9 in. of connectormaterial below the DWL pinhole, a second pinhole shall belocated 6.000 6 0.015 in. below the DWL pinhole as shown

22、inFig. 4(b).4.7.2 For any connector with 13.0 in. or more of connectormaterial below the DWL pinhole, a second cross-pin hole shallbe located 12.000 6 0.015 in. below the DWL pinhole asshown in Fig. 4(c).4.8 Where one half of a connector set mates with one havingthe geometry defined herein but is of

23、 other dimensions, it shall:4.8.1 Possess adequate mechanical strength.4.8.2 Minimize oil leakage.4.8.3 Be sexless (neither male/female).4.8.4 Be full height of boom of which it is a part.4.8.5 Not impair stability of the boom.4.8.6 Require no special tools for assembly.4.8.7 Not reduce freeboard.5.

24、 Significance and Use5.1 The general design geometry herein defined applies toboth a separate adaptor accessory mating two booms ofdifferent geometry as well as boom end connectors (seeTerminology F818).5.2 Interconnectibility is intended to facilitate mating of oilspill response booms of various si

25、zes, strengths, design, andmanufacture.5.3 The use of this general design geometry in no wayguarantees the effective performance of the linked boomsections, since each booms design and the environmentalconditions at each incident govern overall performance.6. Desirable Features6.1 Desirable features

26、 of the connector design include thefollowing:6.1.1 Speed and ease of connection.6.1.2 Light weight.6.1.3 Connectable in the water.6.1.4 Readily cleaned of sand and debris.6.1.5 Inherently safe to personnel.6.1.6 Easy to install or replace.7. Keywords7.1 boom; boom connection; oil spill responseNOTE

27、 1All drawings in this document are generic and are notintended to depict any manufacturers specific product.FIG. 1 Connector OrientationF2438 04 (2017)2FIG. 2 Slide Connector/AdapterFIG. 3 Self -Locking Pin, Lanyard Assembly, and Lanyard Tensile TestF2438 04 (2017)3NOTE 10.41-in. diameter (+0.00-0.

28、01) drill through for self-locking pinhole(s).NOTE 2Surface of connector is to be defined by manufacturer where shown in dashed lines on this drawing, provided that no part of the surfaceprotrude beyond these dashed lines.NOTE 3All dimensions are stated in inches.NOTE 4All top and bottom corners of

29、each connector shall have a minimum 0.06 in. radius to reduce the possibility of injury to boom handlers.nector ConfigurationF2438 04 (2017)4ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this

30、 standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five year

31、s andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committ

32、ee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428

33、-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 04 (2017)5