LBT-1B30A Microcomputer-Controlled Universal Testing Machine for Asphalt Mixture Servo Low-Temperature Constrained Stress Freeze‑Breakage Tests
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Description
Product Introduction:
This system was developed in accordance with the Ministry of Transport’s “Test Specifications for Asphalt and Asphalt Mixtures in Highway Engineering, JTG 3410‑2025,” the Ministry of Water Resources’ “DL/T 5362‑2018 Test Specifications for Hydraulic Asphalt Concrete,” and the requirements of relevant research institutes. It incorporates imported servo‑motor drive and control technology, electronic engineering, computer data‑processing techniques, and refrigeration technology. Equipped with a variety of sensors and fixtures, it can perform the following tests: tensile testing of asphalt concrete, flexural testing of asphalt concrete beams, freeze‑breakage testing of asphalt concrete, and low‑temperature performance testing of asphalt mixtures (TSRST method). By using other fixtures manufactured by our company, additional mechanical‑property tests under vertical loading can also be conducted. The test system is driven by an imported servo motor that provides stepless speed regulation for both loading and unloading; test results are acquired via sensors, and the entire testing process is automatically controlled by a microcomputer running on the Windows operating system. It is currently the most versatile domestic apparatus for measuring the mechanical properties of asphalt mixtures, suitable for research and production testing at research institutes and universities.
Technical Specifications:
| Parameter item | Parameter value |
| Loading speed | 0.005 ~ 50 mm/min (stepless speed regulation) |
| Displacement compensation | The deformation is close to 2 μm, with a step size of 0.05 μm, and the initial height is retracted. |
| Maximum load | 100kN |
| Effective space/effective stroke of the two-column host | 550mm / 750mm |
| Host dimensions | 98×60×209cm |
| Environmental chamber | It consists of an environmental chamber, a refrigeration system, and a heating system, among other components. |
| Workspace | 500×500×600mm |
| Operating temperature | -55℃ to 150℃, temperature control accuracy ±0.5℃ |
| Cooling rate of temperature | 5℃/h ± 0.5℃/h, 10℃/h±0.5℃/h, 15℃/h±0.5℃/h, 30℃/h ± 0.5℃/h, optional |
| Temperature sensor test range | -50°C to 50°C, resolution 0.1°C, accuracy ±0.2°C; |
| Pressure sensor | Two models are available: 100 kN and 10 kN, with an accuracy of 0.05% FS. |
| Low-Temperature Performance Test Deformation Gauge (Freeze‑Break) | Deformation measurement range ≥ ±2.5 mm, accuracy ±0.5 μm, resolution 0.1 μm; |
| Low-Temperature Performance Test Fixture | The connecting rod, fixture, and strain‑measurement material are made of Invar steel rods with a diameter of 6 mm ± 1 mm and a length of 210 mm ± 5 mm. |
| Measurement range and accuracy of capacitive grating displacement sensors | 0–25 mm; accuracy 0.03 mm 0–50 mm, accuracy 0.04 mm (compatible) |
| Controller | It supports three‑loop closed‑loop control for force, displacement, and deformation, features three 16‑bit A/D channels, and offers a data acquisition rate of ≥60 Hz. |
| Computer and Peripheral Configuration | Intel Core i5 processor, 16 GB RAM, 320 GB hard drive, touchscreen monitor; HP monochrome laser printer, computer desk; running Windows control and processing software. |
| Total power | Approx. ≤6kW |
| Power supply voltage | 380V 50Hz |
Software Introduction:
Basic experimental procedure:
1. Prepare test specimens in accordance with the standard. The specimen dimensions shall be 200 mm to 400 mm × 40 mm × 40 mm, with dimensional tolerances of ±2 mm for length, ±1 mm for width, and ±1 mm for height.
2. Secure the specimen in the specimen holder using a high‑strength adhesive. After bonding, allow the specimen to cure for approximately 24 hours, depending on the adhesive’s properties. During curing, ensure that the specimen, with adhesive applied to both ends and secured in the holder, does not undergo any deformation.
3. The specimen shall be encased in a waterproof membrane, secured to the testing frame, and placed in the cooling‑fluid test tank for stress relaxation; relaxation shall be conducted at 20°C for 24 hours. The temperature of the constant‑temperature chamber or the cooling‑fluid bath shall be maintained at the initial freezing‑breakage test temperature of 10°C for 1 hour.
4. Adjust the fixture distance to install the test specimen.
5. Adjust the bolts at the base of the fixture to apply a specified level of prestress to the specimen.
6. After the specimen is properly mounted, cool it at the specified cooling rate; if no specific rate is prescribed, a rate of 30°C/h may be used. Measure and record the temperature, stress, and displacement during the cooling process.
7. When the specimen fractures due to a sudden reduction in thermal stress at a specific temperature, the test automatically terminates.
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Customer Reviews
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★★★★★
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Keywords:
LBT-1B30A Microcomputer-Controlled Universal Testing Machine for Asphalt Mixture Servo Low-Temperature Constrained Stress Freeze‑Breakage Tests