Weighing system consists of 2/3/4 modular and portable platforms with touch screen indicator in ABS portable suitcase. Low profile and high flow rates platforms, sturdily built in alloy anodized white aluminum material. Indicator model WINTS: high-contrast monochrome TOUCH SCREEN system, powered by internal rechargeable batteries.
CRL Press Load control system is ideal to be used in the most modern systems for applications such as sledge hammers, presses, test benches and automation in general, allowing to detect the peak value at a frequency of 2 kHz. The system can be modular with 1/2/3 load cells with dedicated capacities for the application.
The toroidal hydraulic load cell TOR-IDRA/T is made by two steel plates of a circular shape, with a central hole to allow the passage of the strands, turned and welded together in such a way as to create a cavity filled with a special oil and connected to a electric transducer which transforms every variation of pressure applyed to the cell in a variation of the electric signal with standard 4-20 mA output.
The hydraulic TOR-IDRA/CE load cell has been designed to be placed at the base of structures of armor to measure the load they transmit to their foot . Such control is essential to ensure the safety of permanent support works.
The cell consists of two steel plates of circular shape, machined and welded together in such a way as to create an interspace filled by a special oil and connected to an electric transducer which transforms every variation of pressure acting on the lung in a variation of signal electric with standard output 4 to 20 mA.
The toroidal hydraulic load cell TOR-IDRA/M measures changes in workload on rods and anchors subjected to tension, allowing in this way to evaluate carefully the possible losses for release during exercise or pressure increases, due to thrust on the ground containment structures.
BA-EST/CV fingers vibrating wire strain gauge are used to measure the stress states existing structures or to monitor tensions existing in the ribs, during the excavation of the tunnels. Such control is necessary for the verification of the stress and supporting structures strain both temporary and permanent.
