ASTM A416 A416M-10预 应力混凝土无涂层七丝钢绞线标准规范(E)

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Designation:A416/A416M–10

Standard Specification for

Steel Strand,Uncoated Seven-Wire for Prestressed Concrete1

This standard is issued under thefixed designation A416/A416M;the number immediately following the designation indicates the year of original adoption or,in the case of revision,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.

This standard has been approved for use by agencies of the Department of Defense.

1.Scope*

1.1This specification covers two types and two grades of seven-wire,uncoated steel strand for use in pretensioned and post-tensioned prestressed concrete construction.The two types of strand are low-relaxation and stress-relieved(normal-relaxation).Low-relaxation strand shall be regarded as the standard type.Stress-relieved(normal-relaxation)strand will not be furnished unless specifically ordered,or by arrangement between purchaser and supplier.Grade1725[250]and Grade 1860[270]have minimum ultimate strengths of1725MPa [250ksi]and1860MPa[270ksi],respectively,based on the nominal area of the strand.

1.2The values stated in either inch-pound units or SI units are to be regarded as standard.Within the text,the inch-pound units are shown in brackets.The values stated in each system are not exact equivalents;therefore,each system must be used independently of the bining values from the two systems may result in nonconformance with the specification.

1.3The supplementary requirements in S1shall be specified for15.2-mm[0.600-in.]diameter uncoated seven-wire steel strand if needed for applications in prestressed ground anchors.

2.Referenced Documents

2.1ASTM Standards:2

A981Test Method for Evaluating Bond Strength for15.2 mm(0.6in.)Diameter Prestressing Steel Strand,Grade 270,Uncoated,Used in Prestressed Ground Anchors

A1061/A1061M Test Methods for Testing Multi-Wire Steel Strand

itary Standards:3

MIL-STD-129Marking for Shipment and Storage

MIL-STD-163Steel Mill Products Preparation for Ship-ment and Storage

2.3U.S.Federal Standard:3

Fed.Std.No.123Marking for Shipments(Civil Agencies)

3.Terminology

3.1Definitions of Terms Specific to This Standard:

3.1.1strand,n—a group of wires having a center wire enclosed tightly by six helically placed outer wires with uniform pitch of not less than12and not more than16times the nominal diameter of the strand.

3.1.1.1Discussion—The direction of lay may be either right-or left-hand,however,strands of different lays should not be spliced together.

4.Ordering Information

4.1Orders for seven-wire low-relaxation or stress-relieved (normal-relaxation)strand under this specification should in-clude the following information:

4.1.1Quantity(metres[feet]),

4.1.2Diameter of strand,

4.1.3Grade of strand,

4.1.4Type of strand,

4.1.5Packaging,

4.1.6ASTM designation and year of issue,and

4.1.7Special requirements,if any.

N OTE1—A typical ordering description is as follows:25600m[84000 ft],13mm[0.5in.],Grade1860[270]low-relaxation strand,in3600-m [12000-ft]reelless packs to ASTM A416/A416M–_________.

1This specification is under the jurisdiction of ASTM Committee A01on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.05on Steel Reinforcement.

Current edition approved April1,2010.Published July2010.Originally approved st previous edition approved in2006as A416–06.DOI: 10.1520/A0416_A0416M-10.

2For referenced ASTM standards,visit the ASTM website,,or contact ASTM Customer Service at service@.For Annual Book of ASTM

Standards volume information,refer to the standard’s Document Summary page on the ASTM website.

3Available from Standardization Documents Order Desk,Bldg.4,Section D, 700Robbins Ave.,Philadelphia,PA19111-5094.

*A Summary of Changes section appears at the end of this standard. Copyright©ASTM International,100Barr Harbor Drive,PO Box C700,West Conshohocken,PA19428-2959,United States.--` , , , , ` ` ` ` ` ` ` , , , , , , ` ` , ` ` , ` ` , ` , ` -` -` , , ` , , ` , ` , , ` ---

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