ASTM F962-2004 Standard Specification for Oil Spill Response Boom Connection Z-Connector《漏油反应栅连接的标准规范 Z连接器》.pdf

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1、Designation: F 962 04Standard Specification forOil Spill Response Boom Connection: Z-Connector1This standard is issued under the fixed designation F 962; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A

2、number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) 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 fea-tures for oil spil

3、l response boom connections. These criteria areintended to define minimum mating characteristics and are notintended to be restrictive to a specific configuration.2. Referenced Documents2.1 ASTM Standards:2F 818 Terminology Relating to Spill Response BarriersF 1523 Guide for Selection of Booms in Ac

4、cordance withWater Body Classifications3. Material Characteristics3.1 End connector and cross pin materials shall be corrosionresistant in sea water and such other environments as theintended service may require. If dissimilar metals are used,care shall be used in design to avoid galvanic corrosion.

5、3.2 Any material is acceptable for construction of the boomconnector provided consideration is 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

6、 boom-to-boomconnection shall equal or exceed the minimum fabric tensilestrength specified in Table 1 of Guide F 1523.4.2 When the connector is designed as an integral part of theboom, it shall ensure distribution or transfer of the tensionmember loads from one boom section to the next through oraro

7、und the end connector in such a manner that the integrity ofthe joint is not broken.4.3 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 location that results inmaximum deflection and shall

8、 be resisted by supports placed12in. from each end as shown in Fig. 1.4.4 In addition to the dimensional requirements shown inFig. 2, the self-locking cross-pin/lanyard assembly shall havethe following characteristics:4.4.1 Its assembled strength shall resist a tensile load of 180lbs placed upon the

9、 closed toggle by the test fixture to whichthe cross pins lanyard is attached without deformation asshown in Fig. 3.4.4.2 It shall have a ring or lanyard loop of a minimumdiameter of 1-12 in. for the convenience of pulling the pin fromthe boom connectors.4.4.3 The toggle shall turn freely and shall

10、latch in eitherdirection.4.4.4 The cross-pins spring shall be captured or locked tothe assembly and shall exert a force on the toggle of between16 and 22 lbs when connectors are assembled.4.4.5 When the cross-pins spring is compressed fully, thereshall be a clearance of18 in. between the short end o

11、f the toggleand the mated connector as shown in Fig. 2.4.4.6 The cross-pins overall length shall be minimized andits ends rounded or chamfered so as to minimize wear and tearon adjacent stored booms or injury to boom handlers.4.5 Pinholes, designed to accommodate the38 in. diameterself-locking pin,

12、shall be incorporated at the design water line(DWL) and, if required, a location as determined in 4.5.1 or4.5.2 and shown in Fig. 4.4.5.1 For any connector with 7.0 - 12.9 in. of connectormaterial below the DWL pinhole, a second pinhole shall belocated 6.000 6 0.0015 in. below the DWL pinhole as sho

13、wnin Fig. 4(a).4.5.2 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 0.0015 in. below the DWL pinhole asshown in Fig. 4(b).4.6 Where one half of a connector set mates with one havingthe geometry defined herein but i

14、s of other dimensions, it shallmeet the following design requirements:4.6.1 Possess adequate mechanical strength.4.6.2 Minimize oil leakage.4.6.3 Be sexless (neither male/female).4.6.4 Be full height of boom of which it is a part.4.6.5 Not impair stability of the boom.1This specification is under th

15、e jurisdiction of ASTM Committee F20 onHazardous Substances and Oil Spill Response and is the direct responsibility ofSubcommittee F20.11 on Control.Current edition approved Nov. 1, 2004. Published February 2005. Originallyapproved in 1986. Last previous edition approved in 1999 as F 962 99.2For ref

16、erenced 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.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, We

17、st Conshohocken, PA 19428-2959, United States.4.6.6 Require no special tools for assembly. 4.6.7 Not reduce freeboard.NOTE 1All items shown are generic and not intended to depict any manufacturers specific product.FIG. 1 Connector/AdapterFIG. 2 Self Locking Cross Pin / Lanyard AssemblyF9620425. Sign

18、ificance 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 F 818).5.2 Interconnectibility is intended to facilitate mating of oilspill response booms of various sizes,

19、 strengths, design, andmanufacture.FIG. 3 Toggle / Test FixtureF9620435.3 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. Design Cr

20、iteria6.1 The connector shall be of the hook engagement design.The geometry of single hook engagement end connectors shallbe compatible with the requirements shown in Fig. 5.NOTE 1The connector opening shall be to the right when looking atthe top of the connector as shown in Fig. 6.6.2 An end connec

21、tor 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 themembrane.6.3 A hole or holes designed to accommodate a38-in.diameter self-locking cross-pin shall be incorporated as shownin Fig. 2. A sel

22、f-locking cross-pin/lanyard assembly longenough to reach the cross-pin hole(s) meeting the requirementsof Fig. 2 shall be furnished with, and connected to, each endconnector or adapter.6.4 Each connector or adapter will have sufficient bendingstrength so it will not take a permanent set, along its w

23、eakestaxis, if inadvertently stepped on in the field.6.5 Connectors used on permanent booms, such as thoseintended for long-time storage in the water, should have a38-in. (9-mm) hex head cap screws with self-locking nuts forconnections not requiring periodic separation.7. Desirable Features7.1 Desir

24、able features of the connector design include thefollowing:7.1.1 Speed and ease of connection.7.1.2 Light weight.7.1.3 Connectable in the water.7.1.4 Readily cleaned of sand and debris.7.1.5 Inherently safe to personnel.7.1.6 Easy to install or replace.8. Keywords8.1 boom; boom connection; oil spill

25、 responseFIG. 4 Connector hole locationsF962044NOTE 10.41-in. diameter (+0.000.01) drill through for self-locking cross-pin located at the design water line. It is suggested that for all connectorsor adapters shorter than 24 in., a second cross-pin hole be located 6.000 6 0.015 in. below the water l

26、ine pin hole and that for all connectors and adapters24 in. and longer, it be mandatory to locate a second cross-pin hole 12.000 6 0.015 in. below the water line pin hole.NOTE 2Surface of connector is to be defined by manufacturer where shown in dashed lines on this drawing, provided that no part of

27、 the surfaceprotrude beyond these dashed lines.NOTE 3All dimensions are stated in inches.NOTE 4All top and bottom corners of each connector shall be radiused to 0.06 in. to reduce the possibility of injury to boom handlers.NOTE 5All items shown are generic and not intended to depict any manufacturer

28、s specific product.FIG. 5 ASTM End Connector ConfigurationF962045ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any su

29、ch 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 years andif not revised, either reapproved or withdrawn. Your comments are invit

30、ed 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 committee, which you may attend. If you feel that your comments have not received a

31、 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 19428-2959,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).FIG. 6 Connector orientationF962046