ASTM F962-2004(2010) 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: F962 04 (Reapproved 2010)Standard Specification forOil Spill Response Boom Connection: Z-Connector1This standard is issued under the fixed designation F962; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of l

2、ast revision.Anumber in parentheses indicates the year of last reapproval.Asuperscriptepsilon () 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 f

3、or oil spill response boom connections. These criteria areintended to define minimum mating characteristics and are notintended to be restrictive to a specific configuration.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconve

4、rsions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:2F818 Terminology Relating to Spill Response BarriersF1523 Guide for Selection of Booms in Accordance WithWater Body Classifications3. Material Characteristics3.1 End co

5、nnector 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.3.2 Any material is acceptable for construction of the boomconnector provide

6、d 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 boom-to-boomconnection shall equal or exceed the minimum fabric tensilestre

7、ngth specified in Table 1 of Guide F1523.4.2 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 oraround the end connector in such a manner that the integrity ofthe joint is not

8、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 be resisted by supports placed12in. from each end as shown in Fig. 1.4.4 In

9、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 closed toggle by the test fixture to whichthe cross pins lanyard is attached

10、 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 latch in eitherdirection.4.4.4 The cross-pins spring shall be captured or loc

11、ked 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 of the toggleand the mated connector as shown in Fig. 2.4.4.6 The cross-pins o

12、verall 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, shall be incorporated at the design water line(DWL) and, if required, a locat

13、ion as determined in 4.5.1 or4.5.2 and shown in Fig. 4.4.5.1 For any connector with 7.0 to 12.9 in. of connectormaterial below the DWL pinhole, a second pinhole shall belocated 6.000 6 0.0015 in. below the DWL pinhole as shownin Fig. 4(a).4.5.2 For any connector with 13.0 in. or more of connectormat

14、erial 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).1This specification is under the jurisdiction of ASTM Committee F20 onHazardous Substances and Oil Spill Response and is the direct responsibility ofSubcommittee F20.11

15、 on Control.Current edition approved April 1, 2010. Published April 2010. Originallyapproved in 1986. Last previous edition approved in 2004 as F962 04. DOI:10.1520/F0962-04R10.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. F

16、or 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, West Conshohocken, PA 19428-2959, United States.4.6 Where one half of a connector set mates with one havingthe geomet

17、ry defined herein but is 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.NOTE 1Al

18、l items shown are generic and not intended to depict any manufacturers specific product.FIG. 1 Connector/AdapterFIG. 2 Self Locking Cross Pin / Lanyard AssemblyF962 04 (2010)24.6.6 Require no special tools for assembly.4.6.7 Not reduce freeboard.5. Significance and Use5.1 The general design geometry

19、 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 sizes, strengths, design, andmanufacture.5.3 The use o

20、f 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.FIG. 3 Toggle / Test FixtureF962 04 (2010)36. Design Criteria6.1 The connector shall be of the

21、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 connector shall be long enough to be compatibl

22、ewith 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 self-locking cross-pin/lanyard assembly lon

23、genough 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 weakestaxis, if inadvertently stepped on

24、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 Desirable features of the connector design in

25、clude 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 responseFIG. 4 Connector hole locations

26、F962 04 (2010)4NOTE 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 line pin hole and that for all co

27、nnectors 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 the surfaceprotrude beyond thes

28、e 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 manufacturers specific product.FIG. 5 ASTM E

29、nd Connector ConfigurationF962 04 (2010)5ASTM 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 such patent rights, and th

30、e 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 invited either for revision o

31、f 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 fair hearing you should

32、make 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 obtaine

33、d 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 ASTM website (www.astm.org/COPYRIGHT/).FIG. 6 Connector orientationF962 04 (2010)6