LTB-6 Microcomputer-Controlled Electronic Rock Direct Shear Tester
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Description
Product Introduction
The microcomputer-controlled electronic direct shear apparatus for rock was developed in accordance with the national industry standards SL 264‑2001, “Test Procedures for Rocks in Hydraulic and Hydroelectric Engineering,” and JTGE 41‑2005, “Test Procedures for Rocks in Highway Engineering.” Building on existing domestic and international products, this instrument incorporates a pioneering dual‑channel AC servo motor drive system, advanced sensor technology, microcomputer control, and sophisticated software processing—representing a new generation of testing equipment for rocks and concrete. It is suitable for conducting direct shear tests on rock structural planes (such as joint surfaces, bedding planes, cleavage planes, and fracture surfaces), on the rock itself, and on the interface between concrete or mortar and rock; it can also be used to determine the shear‑failure strength of interfaces between concrete and other materials. This testing device has been carefully designed based on feedback from both engineering application and research communities, addressing the inherent drawbacks of conventional electro‑hydraulic servo systems—namely, instability, oil leakage, and high, difficult‑to‑remedy failure rates. The machine features a compact structure, an aesthetically pleasing design, simple maintenance, and user‑friendly operation. The entire testing process can be fully automated via microcomputer under Windows. With AC servo‑based load application, normal‑force control is more precise, stable, and smooth. Key features include:
Technical Specifications
| Project | Parameter |
| Normal load P | 6~300 kN (2~100% FS) |
| Normal-Direction Overload Protection | 2% at full load |
| Normal working stroke | 0~100mm |
| Lateral load Q | 6~300 kN (2~100% FS) |
| Lateral Overload Protection | 2% at full load |
| Horizontal working stroke S | 0~150mm |
| Normal space | ≤450mm |
| Horizontal space | ≤200mm |
| Force control rate adjustment range | 0.005–5% FS/s Force‑control rate control accuracy: when the rate is less than 0.05% FS/s, the accuracy is within ±2% of the setpoint; when the rate is ≥0.05% FS/s, the accuracy is within ±0.5% of the setpoint. |
| Deformation rate adjustment range | 0.005–5% FS/s Strain Rate Control Accuracy: For rates less than 0.05% FS/s, the accuracy is within ±2% of the setpoint; for rates equal to or greater than 0.05% FS/s, the accuracy is within ±0.5% of the setpoint. |
| Displacement rate adjustment range | 0.001–50 mm/min displacement rate control accuracy: for rates < 0.5 mm/min, within ±1% of the setpoint; for rates ≥ 0.5 mm/min, within ±0.2% of the setpoint. |
| Shear loading rate V | 0.01 kN/s to 30 kN/s (adjustable) |
| Payload indication accuracy | ±1% |
| Load indication resolution | 1/500,000 of the maximum test force |
| Displacement measurement accuracy | ±1% |
| Displacement resolution | 0.005 μm |
| Deformation measurement error | ±1% |
| Deformation resolution | 1/500,000 of the maximum deformation |
| Deformation measurement range | 2-100%FS |
| Loading method | Dual‑channel AC servo motor closed-loop load control |
| Direct shear box | Φ50×50mm (customizable upon request) |
| Motor power | 1.5KW |
| Operating voltage | ~220V |
| Overall machine weight | 900kg |
| External dimensions | 1100×702×1800mm |
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LTB-6 Microcomputer-Controlled Electronic Rock Direct Shear Tester