ASTM F1657 F1657M-1996(2018) Standard Practice for Emergency Joining of Booms with Incompatible Connectors《具有不相容连接器的吊杆紧急连接的标准实施规程》.pdf

1、Designation: F1657/F1657M 96 (Reapproved 2018)Standard Practice forEmergency Joining of Booms with IncompatibleConnectors1This standard is issued under the fixed designation F1657/F1657M; the number immediately following the designation indicates the yearof original adoption or, in the case of revis

2、ion, 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. Scope1.1 This practice provides a standard practice for the joiningof oil spill containment boom connectors in

3、 emergencies.1.2 The use of this connection method may adversely affectthe total tensile strength of the connected booms.1.3 These criteria are intended to define mating require-ments that will allow the emergency or occasional connectionof unlike connectors.1.4 This practice is not intended to repl

4、ace SpecificationF962.1.5 This practice does not address the compatibility of spillcontrol equipment with spill products. It is the users respon-sibility to ensure that any equipment selected is compatiblewith the anticipated spilled material.1.6 There is no guarantee that all of the connectors in u

5、setoday can accept the holes spaced as required without interfer-ing with existing bolt holes or other connector features.1.7 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, ea

6、chsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard. See Note 5 in Fig. 1dimensions A and Bare critical.1.8 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is t

7、heresponsibility of the user of this standard to establish appro-priate safety, health, and environmental practices and deter-mine the applicability of regulatory limitations prior to use.For a specific precautionary statement, see 3.2.1.9 This international standard was developed in accor-dance wit

8、h 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 Documents2.1 ASTM Standards

9、:2F818 Terminology Relating to Spill Response Booms andBarriersF962 Specification for Oil Spill Response Boom Connec-tion: Z-ConnectorF1093 Test Methods for Tensile Strength Characteristics ofOil Spill Response BoomF1523 Guide for Selection of Booms in Accordance WithWater Body Classifications3. Sig

10、nificance and Use3.1 The use of this practice for the emergency joining ofbooms will not guarantee the effective performance of thejoined boom sections, since each boom design and the envi-ronmental conditions of each incident govern the overallperformance.3.2 Historically, different types of end co

11、nnectors have beenproduced. This practice addresses the operational need toconnect different types, during spill incidents. (WarningUseof this practice with similar or different sizes of boom maycause the transmission of unwanted loading such as, tensionloading and bending moments on certain boom pa

12、rts resultingin possible premature failure of the containment system.)3.3 There are a wide range of boom connector configura-tions presently in use. These connectors were based upon someor all of the following design criteria:3.3.1 Connect and transfer tensile loads between boomsections,3.3.2 Minimi

13、ze oil leakage between boom sections,3.3.3 Be easily connectable in the presence of dirt, oil or ice,or a combination thereof,1This practice is under the jurisdiction of ASTM Committee F20 on HazardousSubstances and Oil Spill Response and is the direct responsibility of SubcommitteeF20.11 on Control

14、.Current edition approved April 1, 2018. Published May 2018. Originallyapproved in 1996. Last previous edition approved in 2012 as F1657 96 (2012)1.DOI: 10.1520/F1657_F1657M-96R18.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org

15、. 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 Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with interna

16、tionally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13.3.4 Be quickly and easily connected and disconne

17、cted, inand out of the water,3.3.5 Maintain boom performance (freeboard, heaveresponse, conformance, stability, and so forth),3.3.6 Be unaffected by temperature extremes,3.3.7 Have no protruding parts that could snag, injure, orpuncture,3.3.8 Be light weight and buoyant,3.3.9 Be operatively symmetri

18、cal,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),and3.3.14 Be inherently safe to personnel.4. Design Criteria4.1 In order to c

19、omply with this practice for the emergencyjoining of boom with incompatible connectors, each boomconnector, regardless of design, will incorporate the require-ments described herein or use the adaption method in 5.3:4.1.1 A minimum of two holes sized to accommodate 13mm 12 in. diameter 304 stainless

20、 steel bolts will be providedas shown in Fig. 1. Using the boom design water line as areference point, the center of the first hole is to be 12 cm 5 in.above the water line, the second hole will be 30 cm 12 in.below the first hole depending on the connector overall length.For larger connectors addit

21、ional holes will be placed at 30 cm24 in. increments from the first two holes. Each hole is to besealed to prevent leakage when not in use.FIG. 1 Side View of a Typical ConnectorF1657/F1657M 96 (2018)24.1.2 Use of this practice shall not significantly impact theoriginal design criteria in 3.3.4.1.3

22、Incorporation of this practice shall not reduce thetensile strength of the boom system below the values stated forthat class of boom, (see Guide F1523) when mated in itsnormal configuration.4.1.4 The manufacturer should establish the load carryingcapability of two of his connectors joined by this pr

23、actice bytesting in accordance with Test Methods F1093.5. Operational Consideration5.1 A suitable non-metallic gasket sealing material may beinserted by the user between the surfaces to be joined. Thegasket material must be impervious to the products containedby the boom.5.2 The user must consider t

24、he transmission of tensileloading between the joined sections. This will include tensileloads on boom fabric, primary and secondary tension members,and the orientation of the tension members (loads may be offsetat the joint depending on boom design).5.3 When the original connector design prevents th

25、e use ofthis practice, a suitable number of adapters should be providedto facilitate connection to this emergency joining practice.5.4 This practice will also allow for multiple boom connec-tions at one point.6. Keywords6.1 boom; boom connector; connector; incompatible boomconnector; oil spill respo

26、nseASTM 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 the riskof infringement of such rights,

27、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 of this standard or for additional stan

28、dardsand 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 shouldmake your views known to the ASTM Comm

29、ittee 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 aboveaddre

30、ss 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:/ 96 (2018)3