ARMY MIL-DTL-32108-2004 SPREADER BARS FOR LIFTING SLINGS [Superseded ARMY FF-S-2874 CANC NOTICE 1 ARMY FF-S-2874]《卷扬索套用跨接横条[被代替 ARMY FF-S-2874 CANC NOTICE 1 ARMY FF-S-2874]》.pdf
《ARMY MIL-DTL-32108-2004 SPREADER BARS FOR LIFTING SLINGS [Superseded ARMY FF-S-2874 CANC NOTICE 1 ARMY FF-S-2874]《卷扬索套用跨接横条[被代替 ARMY FF-S-2874 CANC NOTICE 1 ARMY FF-S-2874]》.pdf》由会员分享,可在线阅读,更多相关《ARMY MIL-DTL-32108-2004 SPREADER BARS FOR LIFTING SLINGS [Superseded ARMY FF-S-2874 CANC NOTICE 1 ARMY FF-S-2874]《卷扬索套用跨接横条[被代替 ARMY FF-S-2874 CANC NOTICE 1 ARMY FF-S-2874]》.pdf(16页珍藏版)》请在麦多课文档分享上搜索。
1、MIL-DTL-32108 INCH-POUND MIL-DTL-32108 11 June 2004 Superseding FF-S-2874 DETAIL SPECIFICATION Spreader Bars for Lifting Slings This specification is approved for use by the Department of the Army and is available for use by all Departments and Agencies of the Department of Defense. 1. SCOPE 1.1 Sco
2、pe. This specification covers spreader bars and multiple leg sling sets for lifting older military vehicles and large equipment. Military vehicles designed to current standards should not require spreader-bars. 1.2 Classification. Sling set spreader bars will be of the following sizes, as specified
3、(see 6.2). 1.2.1 Size. Sizes of the spreader bars are as follows: Size 30/9 9-foot bar, 60,000 pound rated capacity 30-STON (27-MTON) Size 40/18 18-foot bar, 80,000 pound rated capacity 40-STON (36-MTON) 1.3 Part Identifying Number (PIN). The following PIN procedure is for government purposes and do
4、es not constitute a requirement for the contractor. The PIN to be used for sling set spreader bars acquired to this specification are created as follows: Comments, suggestions, or questions on this document should be addressed to Director, SDDC Transportation Engineering Agency, ATTN: SDTE-DPE, 720
5、Thimble Shoals Blvd - Suite 130, Newport News, VA 23606-4537 or emailed to DPEmailtea.army.mil. Since contact information can change, you may want to verify the currency of this address information using the ASSIST Online database at www.dodssp.daps.mil. AMSC N/A FSC 3940 1Provided by IHSNot for Res
6、aleNo reproduction or networking permitted without license from IHS-,-,-MIL-DTL-32108 M 32108- 40/18 | | | | | | - Size 30/9 - 9-foot bar, 60,000 pound rated capacity | | | 30-STON (27-MTON) | | | | | |- Size 40/18 - 18-foot bar, 80,000 pound rated capacity | | 40-STON (36-MTON) | | | |-Specificatio
7、n number: | |-M prefix 2. APPLICABLE DOCUMENTS 2.1 General. The documents listed in this section are specified in sections 3, 4, or 5 of this specification. This section does not include documents cited in other sections of this specification or recommended for additional information or as examples.
8、 While every effort has been made to ensure the completeness of this list, document users are cautioned that they must meet all specified requirements of documents cited in sections 3, 4, or 5 of this specification, whether or not they are listed. 2.2 Government documents. 2.2.1 Specifications, stan
9、dards, and handbooks. The following specifications, standards, and handbooks form a part of this document to the extent specified herein. Unless otherwise specified, the issues of these documents are those cited in the solicitation or contract. Federal Specifications FF-T-276 Thimbles, Rope RR-C-271
10、 Chain and Attachments, Welded and Weldless RR-W-410 Wire Rope and Strand (Copies of these documents are available online at http:/assist.daps.dla.mil/quicksearch/ or www.dodssp.daps.mil or from the Standardization Document Order Desk, 700 Robbins Avenue, Building 4D, Philadelphia, PA 19111-5094.) 2
11、Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-DTL-32108 2.3 Non-Government publications. The following documents form a part of this document to the extent specified herein. Unless otherwise specified, the issues of these documents are those ci
12、ted in the solicitation or contract. American Society for Testing and Materials (ASTM) ASTM A36/A36M Specification for Carbon Structural Steel ASTM A53/A53M Specification for Pipe, Steel Black and Hot-Dipped Zinc- Coated, Welded and Seamless ASTM A123/A123M Specification for Zinc (Hot-Dip Galvanized
13、) Coatings on Iron and Steel Products (Copies of these documents are available at http:/www.astm.org.) American Welding Society (AWS) AWS D1.1/D1.1M Structural Welding Code, Steel (Copies of this document are available at http:/www.aws.org.) 2.4 Order of Precedence. In the event of a conflict betwee
14、n the text of this document and the references cited herein, the text of this document takes precedent. Nothing in this document, however, supersedes applicable laws and regulations unless a specific exemption has been obtained. 3. REQUIREMENTS 3.1 Sling Assembly. The sling assembly, as used in this
15、 specification, shall consist of upper, lower, and extension wire rope (cable) legs, thimbles, spreader bar, shackles, master-links, and bolts. Spreader bar shall be constructed as shown in figures 1 and 2 or 3 through 5. Spreader bars shall be primed and painted to commercial standard for marine en
16、vironment. Recommended color is given in 6.2. 3.2 First Article. When specified (see 6.2), a sample sling assembly shall be subjected to first article inspection in accordance with 4.2. 3.3 Materials. The supplier shall select materials that are capable of meeting all of the operational requirements
17、 specified herein. Materials not specified herein shall be of the same quality used for the intended purpose in commercial practice. 3.4 Engineering Sketches. Figures 1 through 5 are engineering design sketches. Preparation of shop drawings is the responsibility of the manufacturer. Where prescribed
18、 tolerances could cumulatively result in incorrect fits, the supplier shall adjust his manufacturing tolerances to insure correct fit, assembly and operation of the items. No deviation from the prescribed dimensions is permissible without approval of the contracting officer. 3Provided by IHSNot for
19、ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-DTL-32108 3.5 Design. The sling assembly shall be fabricated and assembled as shown in figures 1 through 5. The sling assemblies and spreader bars shall be designed to a load factor of five-times the breaking strength (ra
20、ted capacity is 1/5 of breaking strength). The sling assembly shall be able to withstand a pull test of two-times the rated capacity without permanent deformation or failure (see 4.6). 3.5.1 Shackles. Shackles shall conform to RR-C-271, Type IVA, Class 3 (Safety Anchor Shackle bolt/nut), Grade-B (hi
21、gh strength alloy). The 1-1/2-inch shackles will be marked WLL 25 tons or greater. WLL: Working Load Limit STON Shackles shall be hot-dip zinc-coated (galvanized). Following commercial manufacturing practice, mechanical properties may exceed RR-C-271 table values. 3.5.2 Thimbles. Thimbles for wire r
22、ope ends shall conform to FF-T-276, Type III. The thimbles shall be heavy-duty hot-dip zinc-coated (galvanized). 3.5.3 Steel Pipe. Steel pipe shall conform to ASTM A53/A53M. Pipe shall be seamless, standard weight (schedule 40). 3.5.4 Steel Plate. Steel plate shall conform to ASTM A36/A36M. 3.5.5 Wi
23、re Rope. Wire rope shall be stranded, uncoated, extra-improved plow steel, with regular lay. The wire rope shall be preformed with independent wire rope core (IWRC) and conform to RR-W-410, Type I, Class 2, or Class 3, improved plow steel, wire strand core or IWRC. 3.5.6 Master Link. Master links sh
24、all conform to commercial practice. Master link WLL for Size 30/9 shall be 30 STON or greater and Size 40/18, 40 STON or greater. 3.6 Wire Rope Assemblies. All wire rope assemblies shall have the rope ends mechanically spliced or swaged with a seamless carbon steel sleeve over a Flemish-eye splice.
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