LBT50B Microcomputer-Controlled Concrete Direct Shear Tester
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Description
Product Introduction
The rock electric‑stress direct shear apparatus has been developed in accordance with the national standards “Test Procedures for Rock in Highway Engineering” (JTG F41‑2005), “Test Procedures for Rock in Water Conservancy and Hydropower Engineering” (SL264‑2001), and “Standard for Test Methods of Engineering Rock Masses” (GB/T 50266‑2013). It is primarily intended for direct shear tests on rock structural planes—such as joint surfaces, bedding planes, schistosity planes, and cleavage planes—as well as on the rock itself and on the bonding interfaces between concrete or mortar and rock. It is also suitable for testing the shear‑failure strength of interfaces between concrete and other materials. Its structural performance fully complies with the requirements of the relevant test specifications.
Key features:
1. Computer‑automated control: parameters such as speed, force, and displacement are all monitored and displayed on the computer, with automatic analysis and calculations performed in the database.
2. The test process records the test curve in real time, displays and saves it, with high-speed sampling.
3. Data and report processing capabilities: The system provides users with a dedicated report‑editing tool tailored for graphical typesetting, featuring flexible operation and easy learning, enabling convenient printing of test curves and test results.
4. The system can generate the following reports: shear stress–shear displacement curve, shear stress–normal displacement curve, and shear stress–normal stress curve (including C‑Φ values). It can also simultaneously display stress–strain curves, force–time curves, force–displacement curves, and other plots, with the ability to extract characteristic points from these curves at will.
5. Displays in real time the current normal and tangential force values, peak values, test‑process information, and the current displacement, among other parameters.
6. The software features an automatic zeroing system for displacement and force values, eliminating factors such as inconsistent human reading errors.
7. Equipped with overload protection: when the force or displacement exceeds the testing machine’s rated theoretical values, the system automatically unloads and stops the test.
8. The area, height, ambient temperature, and other parameters for each test group may be adjusted or specified according to the actual conditions.
9. Dual‑system control, comprising both a manual control system and a computer‑based automatic control system. Easy to switch between, ensuring uninterrupted operation even in the event of objective issues such as computer viruses or failure to boot normally.
10. Displacement measurement is performed using four displacement transducers arranged in a diagonal configuration, with data transmitted to the computer in real time.
11. The test procedure can be edited on-site by the operator according to actual conditions, making programming simple and convenient.
12. The holding pressure points can be set to any number, with the speed and holding time for each stage freely adjustable; once the preset conditions are met, the system automatically transitions to the next stage.
Technical specifications:
| Parameter item | Specific explanation |
| Normal rated pressure | F≤500KN |
| Tangential rated pressure | F≤500KN |
| Normal space | ≤450mm |
| Horizontal space | ≤200mm |
| Shear loading rate | 0.1~35 kN/s (adjustable) |
| Payload indication accuracy | 0.01KN |
| Displacement measurement | Microcomputer acquisition (0.001 mm) |
| Loading method | Electro-hydraulic |
| Controlled loading method | Dual control system featuring microcomputer control and manual stepless speed regulation |
| Operating voltage | 380V/220V |
| Configuration | Includes a Lenovo-brand computer, an LCD monitor, and an HP-brand printer. |
| Overall machine weight | 1000Kg |
| External dimensions | 1100×850×1980mm |
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LBT50B Microcomputer-Controlled Concrete Direct Shear Tester