LQH-9 Microcomputer-Servo Asphalt Concrete Low-Temperature Freeze-Break System
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Description
Product Introduction:
The microcomputer-controlled low-temperature freeze‑breakage testing machine is developed by our company using stepper motor technology, refrigeration technology (with imported refrigeration units), sensor technology, and computer‑based data acquisition and processing. It is designed for conducting low‑temperature performance tests on asphalt mixtures.
This system, under microcomputer control, can automatically select the temperature‑decrease gradient and the loading rate, and perform automated measurements of temperature, pressure, and displacement while generating corresponding curves and charts. It enables the determination of the fracture temperature, the failure strength, the slope of the thermal‑stress curve, and the temperature at the inflection point.
Reference standard:
DL/T 5362-2018 Test Procedure for Hydraulic Asphalt Concrete, Clause 7.35: Freeze–Thaw Splitting Test for Asphalt Concrete
Technical Specifications:
| Parameter Category | Parameter content |
| Specimen dimensions | (4×4×22) cm |
| Temperature range | -50℃ to 30℃ |
| 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 |
| Loading speed | 0.002 mm/min to 10 mm/min |
| Lifting stroke | 0mm~50mm |
| Digital displacement sensor | Resolution: 0.001 mm; Measuring range: 0 mm to 10 mm |
| Pressure sensor | 0 kN to 10 kN, accuracy: 0.05% F.S. |
| Temperature sensor | Test range: -50°C to 50°C, accuracy: 0.2°C |
| Digital display LCD display | 1-channel temperature sensor, 1-channel pressure sensor, 2-channel displacement sensor |
| Microcomputer | Includes data acquisition and processing software for Windows XP, along with a Lenovo-brand desktop computer. |
| Host dimensions (length × width × height) | (0.4×0.7×1.4) m |
| Refrigeration system | Imported compressor unit, 3 kW |
| Ambient temperature | ≤30℃ |
| Relative humidity | ≤85% |
| Total system power consumption | 4KW |
| Instrument net weight | 400kg |
| Power supply voltage | 220V three-phase four-wire |
Software Introduction:
The curve display window shows the experimental process data curve.
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 stand for approximately 24 hours, depending on the adhesive’s curing characteristics. During this period, ensure that the ends of the bonded specimen do not undergo any deformation.
3. The specimen shall be encased in a waterproof membrane, secured to the testing machine frame, and placed in the coolant bath for stress relaxation; relaxation shall be conducted at 20°C for 24 hours. The temperature of the constant‑temperature chamber or the coolant 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 installed, 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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Keywords:
LQH-9 Microcomputer-Servo Asphalt Concrete Low-Temperature Freeze-Break System