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State Of The Art Prestressed Steel Cable

PC Strand, also known as prestressed concrete steel strand, is a twisted steel cable comprising high-strength steel wires that are stress-relieved (stabilized) for use in prestressed concrete or similar applications.


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    Prestressed Steel Cable Description

    ● Steel Wire for Prestressed Concrete:

    The product is mainly used to produce prestressed concrete components of various structural shapes using various tensioning techniques. In the construction of large-scale railways, highway bridges, roof trusses, crane beams, industrial and civil prefabricated panels, wall panels, prestressed concrete TV towers, nuclear power plants, and other engineering projects. Produce two surface forms: smooth and spiral ribs. American standards ASTMA416, ASTMA421, British standard BS5896, Japanese standard JISG3536, international standard ISO6934, European standard EN10138 

    ● Steel Strand for Prestressed Concrete :

    This product is mainly used for reinforcing prestressed concrete structures. Such as large-span railway and highway bridges, crane beams, geotechnical anchoring engineering, multi-layer industrial factories, coal mines, sports venues, etc. Main executive standard: ASTM A416

    ● Unbonded Steel Strand for Prestressed Concrete: 

    Post tensioned unbonded prestressed steel strands are used for cast-in-place floor slabs, prefabricated beams with large loads, and other specially designed structures in large-span and large-span buildings. It has the characteristics of no need for reserved holes, no need for grouting, simple construction, material saving, and easy bending.

    Technical parameters of steel strand - American Society for Testing and Materials standard (ASTM A416)

    Grade

    Nominal

    Dia.

    (mm)

    Tolerance

    (mm)

    Nominal

    section

    area

    (mm2)

    Mass Per

    1000m

    (Kg/1000m)

    Minimum

    Breaking

    load

    Min Load at 1%

    Extension

    (KN)

    Lo≥610mm

    (%)

    The relaxation at 1000 h (Initial

    load to 70% of nominal max load)

    (r/%)

    Low-Relaxation

    Normal-Relaxation

    250

    [1725]

    9.5

    ±0.40

    51.6

    405

    89.0

    80.1

    3.5

    2.5

    3.5

    11.1

    69.7

    548

    120.1

    108.1

    12.70

    92.9

    730

    160.1

    144.1

    15.20

    139.4

    1094

    240.2

    216.2

    270

    [1860]

    9.53

    +0.65

    -0.15

    54.84

    432

    102.3

    92.1

    11.11

    74.19

    582

    137.9

    124.1

    12.70

    98.71

    775

    183.7

    165.1

    15.24

    140.00

    1102

    260.7

    234.6

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