GB/T 5223-2025Steel wire for prestressing of concrete (English PDF)
预应力混凝土用钢丝
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Issued by
SAMR; SAC
Level / Type
National · Recommended
Issue date
January 1, 1970
Implementation date
January 1, 1970
Scope
GB/T 5223-2025 is the English-translated version of 预应力混凝土用钢丝.
GB/T 5223-2025 — This standard specifies the terms and definitions, classification, codes and designation, order contents, dimension, shape, weight and allowable deviation, technical requirements, test methods, inspection rules, packaging, marking and quality certificate of steel wire for prestressing of concrete.
This standard applies to cold drawn or stress-relieved, low-relaxation, plain, helical rib and indented wires for prestressing of concrete. In which, the cold drawn wire is used only for pressure pipe.
According to design and construction method, it is suitable to produce highly efficient prestressed concrete by pre-tensioning method and post-tensioning method.
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Document preview — GB/T 5223-2025
Contents
- Foreword
- 1 Scope
- 2 Normative References
- 3 Terms and Definitions
- 4 Classification, Code and Designation
- 4.1 Classification and Code
- 4.2 Designation
- 5 Order Content
- 6 Dimensions, Shape, Weight and Allowable Deviation
- 7 Technical Requirements
- 7.1 Manufacturing Method
- 7.2 Mechanical Property
- 7.3 Surface Quality
- 7.4 Straightness of Stress-relieved Wire
- 7.5 Fatigue Test
- 7.6 Hydrogen Embrittlement Sensitivity Stress Corrosion Test
- 8 Test Methods
- 8.1 Surface Inspection
- 8.2 Shape Dimension Inspection
- 8.3 Weight Deviation
- 8.4 Tensile Test
- 8.5 Reverse Bend Test
- 8.6 Bend Test
- 8.7 Torsion Test
- 8.8 Hydrogen Embrittlement Sensitivity Stress Corrosion Test
- 8.9 Stress Relaxation Property Test
- 8.10 Heading Strength Test
- 8.11 Fatigue Test
- 8.12 Rounding off of Numerical Values
- 9 Inspection Rules
- 9.1 Delivery Inspection
- 9.2 Characteristic Value Inspection
- 10 Packaging, Marking and Quality Certificate
- 10.1 Packaging
- 10.2 Marking
- 10.3 Quality Certificate
- Annex A (Normative) Hydrogen Embrittlement Sensitivity Stress Corrosion Test
- Annex B (Normative) Inspection Rules for Characteristic Value
1 Scope
This standard specifies the terms and definitions, classification, codes and designation, order contents, dimension, shape, weight and allowable deviation, technical requirements, test methods, inspection rules, packaging, marking and quality certificate of steel wire for prestressing of concrete.
This standard applies to cold drawn or stress-relieved, low-relaxation, plain, helical rib and indented wires for prestressing of concrete. In which, the cold drawn wire is used only for pressure pipe. According to design and construction method, it is suitable to produce highly efficient prestressed concrete by pre-tensioning method and post-tensioning method.
2 Normative References
The following documents are essential for the application of this document. For dated reference, only the edition cited applies. For undated references, the latest edition (including any amendments) applies.
GB/T 228.1 Metallic Material—Tensile Test—Part 1: Method of Test at Room Temperature GB/T 2103 General Requirements for Acceptance, Packing, Marking and Quality Certification of Steel Wire GB/T 21839 Steel for Prestressed Concrete - Test Methods GB/T 24238 Hot-rolled Wire Rod for Prestressed Steel and Steel Strand GB/T 24242.2 Non-alloy Steel Wire Rods for Conversion to Wire—Part 2: Specific Requirements for General Purpose Wire Rod YB/T 081 Rule for Rounding Off of Numberical Values and Judgment of Testing Values for Technical Standards of Metallurgy
3 Terms and Definitions
For the purposes of this standard, the following terms and definitions apply.
cold drawn wire
the steel wire into which the wire rods is drawn by reducing and cold worked, supplied as coil.
stress-relieved wire GB/T 5223-2014
8.4.5 Elasticity modulus
Elasticity modulus is determined according to the requirements of GB/T 21839.
8.4.6 Test failure
Provided that the specimen is fractured in the chuck or within 2dn away from the jaw and cannot meet the performance requirements of this standard, the test is invalid.
8.5 Reverse Bend Test
Reverse bend test of wire shall be carried out according to the requirements of GB/T 21839.The bend radius shall be in accordance with those specified in Table 5.
8.6 Bend Test
Wire bend test shall be carried out according to the requirements of GB/T 21839.Bending angle and mandril diameter shall meet the corresponding requirements of 7.2.4.
8.7 Torsion Test
8.7.1 Torsion test shall be carried out according to the requirements of GB/T 21839.
8.7.2 Distance between fixtures of testing machine shall not be less than 210mm during
the test.
8.7.3 The torsion rate used shall not be greater than 30 r/min.
8.7.4 The axial tension is 0.5%~2% of the maximum force load of wire.
8.7.5 The specimen shall be twisted till complete fracture, and the fractured section shall be vertical to the wire axis. The number of torsions shall meet those specified in Table 4.
8.7.6 If the twisted specimen has any helical crack that is visible to naked eyes or touchable to bare hands on the surface, then the coil of wire shall be subjected to reinspection according to the requirements of 8.7.7.
8.7.7 During the reinspection, the specimen is twisted three circles per 210mm long, when the specimen is twisted to the specified circles, then stop for inspection. If there is still any helical crack that is visible to naked eyes or touchable to bare hands on the surface, then the coil of wire shall be judged as rejected.
8.7.8 If the specimen factures within 2dn from the chuck, and it has not reached the number of torsions specified in this standard, then the test is invalid.
GB/T 5223-2014
The reinspection and judgment rules of wire shall be carried out according to GB/T 2103.
9.2 Characteristic Value Inspection
9.2.1 Characteristic value inspection is applicable to the following conditions.
a) The seller's inspection for product quality control;
b) The inspection that is requested by the purchaser and agreed by both the seller and the buyer;
c) The third party's product certification and arbitration inspection.
9.2.2 Characteristic value inspection shall be carried out according to the rules in Annex
10 Packaging, Marking and Quality Certificate
General requirements for wire packaging, marking and quality certificate shall meet the requirements of GB/T 2103.
10.1 Packaging
Generally, wire shall be packaged according to Category A in GB/T 2103.It may be packaged according to Category B or C specially to be noted in the contract.
10.2 Marking
Each wire coil shall be bolted with nameplate, indicating the seller's name, product name, marking, specification, strength grade, batch number, executive standard No., weight and numbers, etc.
10.3 Quality Certificate
Each contract batch shall be accompanied with quality certificate. In which, the seller's name, product name, marking, specification, strength grade, batch number, executive standard number, weight, quantity, the purchaser's name, shipment date and marking of the quality inspection department shall be noted.
GB/T 5223-2014
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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 21 pages — is available in the English PDF.
Referenced standards
Normative references
- GB/T 228.1Metallic Materials — Tensile Testing — Part 1: Method of Test at Room Temperature
- GB/T 2103General requirements for acceptance, packing, marking and quality certification of steel wire
- GB/T 21839Test methods for steel for prestressed concrete
- GB/T 24238Hot-rolled steel wire rod for prestressed steel wire and strand
- GB/T 24242.2Non-alloy steel wire rod for conversion to wire - Part 2: Specific requirements for general purpose wire rod
Cited by
- GB/T 31304-2026Epoxy-coated high strength wire stay cable
- GB/T 16727-2025Precast concrete plate for composite slab
- GB/T 4623-2025Circular concrete pole
- GB/T 42600-2023Wind energy generation systems - Tower and foundation design requirements of wind turbines
- GB/T 5224-2023Steel strand for prestressed concrete
- GB/T 40399-2021General technical conditions for precast concrete part of prefabricated construction
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