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Threaded steel PSB930-50 bridge high yield strength non longitudinal ribbed steel bars

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Threaded steel PSB930-50 bridge high yield strength non longitudinal ribbed steel bars

Post-tensioning is a form of prestressing. Prestressing simply means that the steel is stressed (pulled or tensioned) before the concrete has to support the service loads. Most precast, prestressed concrete is actually pre-tensioned-the steel is pulled before the concrete is poured. Post-tensioned concrete means that the concrete is poured and then the tension is applied-but it is still stressed before the loads are applied so it is still prestressed.

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规格详情

Impact of environmental stress on seagrass: For example, pharmaceuticals such as ibuprofen entering the marine environment may have an impact on seagrass. Studies have shown that high concentrations of ibuprofen can cause increased oxidative stress in seagrass, affecting its photosynthesis and metabolite production, thereby affecting its ability to adapt to other environmental stressors.

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Bearing Plate

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Sustainability: Post-tensioning technology is consistent with green building practices that emphasize material efficiency, reduced energy consumption and lower overall environmental impact. Post-tensioned structures contribute to more sustainable building projects by optimizing material use and reducing energy requirements

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Prestressed Steel Bar

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    Nominal Diameter Diameter H B L Nominal Section Nominal Weight
    Dv Dh
    mm mm mm mm mm mm mm2 kg/m
    15 15 15 1.0 4.5 10 176 1.47
    18 18 18 1.0 4.0 10 254.5 2.11
    20 20 20 1.3 4.8 10 314 2.47
    25 25 25 1.6 6.0 12 490.9 4.10
    32 32 32 2.0 7.0 16 804.2 6.65
    36 36 36 2.5 8.0 18 1018 8.41
    40 40 40 3.0 8.0 20 1256.6 10.34
    50 50 50 3.0 9.0 24 1963.5 16.28
    60 60 60 3.0 10.0 22 2827 23.26
    63.5 63 63.5 3.0 12.0 22 3167 26.20
    65 65 65 3.0 12.0 22 3318 27.470
    70 70 70 3.0 12.0 22 3848 31.8
    75 75 75 3.0 12.0 22 4418 36.9
    Grade500/630 NominalDia. CrossSection YieldStrength TensileStrength YieldLoad UltimateLoad Elongation NominalWeight
    mm mm2 >=Mpa >=Mpa KN KN A/% KG/m
    20 314 500 630 157 198 10 2.47
    25 491 500 630 246 309 10 4.1
    28 615 500 630 308 387 10 4.83