DSZ 1600t Movable Scaffolding System

タイトルまたは説明

DSZ ***0t  Movable Scaffolding System
Movable Scaffolding System Main Technical Parameter
 Equipment Model：DSZ*0/***0t Overhead Movable Scaffolding System
 Movable Scaffolding System Construction Method： Whole span Cast-in-situ, one span per time.
General plan:Support on the bridge(or pier), the 2 main beam of the MSS bear the load of the formwork system.
Applicable bridge span    :*0m、*0m   meet the requirements of span at *0m and *0m 
MSS Weight of girder per span: ≤***0t(with girder length *0m)
Min pier height    7.1m
Applicable longitudinal/transverse gradient    2.5ï¼…/4.5ï¼…
Applicable curve gradient    ≥**0m
Max. counter force of Front leg support point    4X**5t
Max. counter force of latter leg support point        4***5t
max. wheel pressure of latter assistant leg    *7.5t
MSS total power:about *0kW
Power condition    ï½ž4AC、**0V、*0Hz
Hydraulic system pressure    *1.5MPa/*5 MPa
Travel speed    0～1m/min
Main beam deflection:less than L/**0(only take consideration the load of the concrete.)Stability coefficient while pass pier longitudinal K >1.5ï¼›Transverse K>1.2
Transportation condition:single piece Max. weight≤*0t, 
size *1.2mx2mx2.3m
Designed construction circle:*6~*4 days per span