After-sales Service: | 1 Years |
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Warranty: | 1 Years |
Type: | Hydraulic |
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Synchronous lifting jacks mainly work according to the hydraulic principle and achieve synchronous lifting effect. The hydraulic cylinder has a piston, when the hydraulic pump starts, the hydraulic oil is transported to the hydraulic cylinder with a certain pressure, the piston moves to the other chamber under the hydraulic oil pressure, so that the top rod connected with it rises, thus lifting heavy objects. In terms of synchronous lifting, with advanced sensing and control technology. Sensors installed throughout the jack constantly detect its operating status, including but not limited to the stroke of the jack rod, the speed of movement, and the pressure of the hydraulic system. Once the control system receives the state difference information between different jacks from the sensor, it quickly calculates and corrects the deviation by adjusting the flow and pressure of the hydraulic oil. In this way, each jack can carry out lifting operations in the same rhythm, ensuring the overall stability and flatness when lifting large objects or structures, and meeting the strict requirements of many engineering construction for high precision and synchronization.
(1) The structure of the new support should meet the design requirements and relevant industry regulations.
(2) The overall replacement of the support construction scheme should be calculated to determine the batch of replacement of the support, the displacement of the top and falling beams and the process.
(3) The temporary support of the lifting beam body should meet the requirements of strength, stiffness and stability.
(4) The lifting and falling of the beam should be carried out according to the design requirements.
(5) When the support is replaced, the deviation of the support should be checked according to the ambient temperature, and the construction should be selected under favorable temperature conditions.
(6) Measure the height difference between the original support and the new support, and adjust the construction to ensure that the beam body and bridge floor elevation meet the reinforcement design requirements. Richard
Model | Safe working load | Working pressure MPA |
Cylinder stroke mm |
Retraction height mm |
Jack weight KG |
Fixed anchor weight KG |
Speed m/h |
Number of strands | Strand diameter mm |
SFST-TSD45 | 45 | 31.5 | 500 | 1726 | 600 | 28 | 0-25 | 3 | 18 |
SFST-TSD60 | 60 | 31.5 | 500 | 1726 | 630 | 32 | 0-25 | 4 | 18 |
SFST-TSD100 | 100 | 31.5 | 500 | 1790 | 930 | 46 | 70-25 | 7 | 18 |
SFST-TSD180 | 180 | 31.5 | 500 | 1886 | 1560 | 90 | 0-25 | 12 | 18 |
SFST-TSD280 | 280 | 31.5 | 500 | 1938 | 2330 | 130 | 0-25 | 19 | 18 |
SFST-TSD300 | 300 | 31.5 | 500 | 1940 | 2460 | 140 | 0-25 | 20 | 18 |