Synchronous Lifting Jacks, Translation and Displacement of Large Buildings

Product Details
After-sales Service: 1 Years
Warranty: 1 Years
Type: Hydraulic
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  • Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
  • Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
  • Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
  • Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
  • Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
  • Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
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  • Overview
  • Product Description
  • Working Principle
  • Installation Instructions
  • Product Parameters
  • Company Profile
  • Packaging & Shipping
Overview

Basic Info.

Model NO.
SFST680
Handle Material
Hydraulic
Name
Synchronous Lifting
Pressure
31.5MPa
Speed
0-25m/H
Strand Diameter
18mm
Cylinder Stroke
500mm
Safe Working Load
680ton
Transport Package
Wooden Cases
Specification
230*30*30
Trademark
SFST
Origin
China
Production Capacity
500000 Per Year

Product Description

Product Description
Characteristics of synchronous jacking technology
Synchronous jacking control technology is widely used in jacking, translation of large buildings and displacement of large equipment structures. Synchronous jacking control equipment can provide sufficient load capacity, and the hydraulic system is used at home and abroad.
Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
Working Principle

Synchronous lifting jack based on distributed control hydraulic system of building jacking, translation engineering equipment has the following requirements:
(1) Synchronous lifting jack distributed layout
(2) Synchronous lifting jack centralized operation
(3) Synchronous lifting jack
(4) Synchronous lifting jack real-time monitoring
(5) Synchronous lifting jack intelligent management

Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
Synchronous Lifting Jacks, Translation and Displacement of Large Buildings

 

Installation Instructions

(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

Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
 

Product Parameters
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
Company Profile
Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
Synchronous Lifting Jacks, Translation and Displacement of Large Buildings
Synchronous Lifting Jacks, Translation and Displacement of Large Buildings

 

Packaging & Shipping

Synchronous Lifting Jacks, Translation and Displacement of Large Buildings

 

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