Mesin Ujian Tegangan Rebar 600kN

Mesin Ujian Tegangan Rebar 600kN

WAW-600E Computerized Servo Hydraulic Universal Testing Machine

1. Aplikasi:

WAW-600E Computerized Electro-hydraulic Servo Universal Testing Machine is designed for tensile strength test of rebar, plain bar, Bar keluli cacat, Dll. It adopts four column and two screws structure, kekakuan tinggi. It uses high accuracy load cell to measure testing force, encoder to measure displacement of work bench, electric extensometer to measure extension. Close loop control software can auto get test tensile strength Rm, yield strength ReH/ ReL, max. testing force Fm, non-proportional extension Rp0.2, elongation rate A%, extension at max. testing force Agt, modulus of elasticity E, etc testing results.

In testing standard, it conforms to international standards, like ASTM A615, BS 4449, ISO6935, ISO15630 and other international specifications.

2. Main specifications:

2.1 Max. Test force: 600 Kn;

2.2. Measurement range of accuracy: 1%-100%;

2.3 Testing force accuracy: ±0.5% daripada nilai bacaan

2.4. Control range of stress rate: 1-60MPa/S;

2.5. Adjust range of test stress rate: 1N/mm²S^-1-60N/mm²S^-1;

2.6. Adjust range of test strain rate:0.00025/S-0.0025/S;

2.7. Precision of deformation measurement: ±0.5%;

2.8. Precision of displacement measurement: ±1%;

2.9. Control range of displacement rate: 0.5mm/min-100mm/min;

2.10. Ruang tegangan: 850Mm;

2.11. Ruang mampatan: 700Mm;

2.12. Clamping diameter of rebar: φ13-φ40mm;

2.13. Clamping width of flat specimen: 90Mm;

2.14. Clamping thickness of flat specimen: 0-30Mm;

2.15. Diameter of upper and lower plate: φ200mm;

2.16. Piston stroke: 250Mm;

2.17. Span of bending roller: 50-450Mm; width of roller: 140Mm; diameter of roller: φ40mm

2.18. Deformation measurement: extensometer gauge length: 100Mm; extension: 25Mm;

2.19. Bekalan kuasa: 3-phase 4-wire, 380V, 50 Hz

2.20. Dimension: Host machine 1100×650×2300(Mm) Power pack: 1100×640×1000(Mm)

2.21. Berat badan: Host machine 3000kg, Power pack: 200Kg.

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