Extradosed bridge across the Nosicka dam alongside Puchov - structural design, Slovakia

Extradosed bridge across the Nosicka dam alongside Puchov - structural design, Slovakia

design of construction methods, static calculations, shop drawings for bridge substructure and superstructure

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The Old Bridge over the Danube River in Bratislava

The Old Bridge over the Danube River in Bratislava

the concept and project for removal of the bridge, processing of technological procedures

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Bridge on the D35 across the railway station near Uhersko - built by rotating

Bridge on the D35 across the railway station near Uhersko - built by rotating

TRECOL SYSTEM support-technology for rotating of two bridge box girders 87 m long, each with weight 4.500 ton

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Bridge 218-00 on the D1 highway Jánovce – Jablonov, Slovak Republic

structural re-calculation of the movable scaffolding system MSS-Ska and design of the steel formwork, Eurovia CS, a.s.

Project name:   D1 JÁNOVICE – JABLONOV HIGHWAY, FLYOVER OVER THE HIGHWAY AND KLČOVSKÝ CREEK, TECHNICAL DOCUMENTATION FOR MOVABLE SCAFFOLDING
Contractor:   Eurovia CS, a.s.
Position of LKM Consult:   AUTHOR OF TECHNICAL DOCUMENTATION, DESIGNER of steel formwork, structural re-calculation of movable scaffolding system
Termination:   11/2015

Project Description

Concrete bridge with four spans 28 + 4 x 40 + 28 m has a double-T girder cross-section. Girders are undirectly supported by crossbeams, which are connected with substructure. Bridge superstructure is builded using an overhead movable scaffolding system (MSS). The steel formwork is suspended to MSS by PT bars.  This formwork was used on earlier application (bridge Žiželice)  and now was adapted to the different shape of the cross-section. A structural analysis verified the stress and deformation of the MSS in the 900 m radius of the bridge trajectory. The assembly and removal of the moveable scaffolding proceeds on support structures behind the abutments.

LKM Consult delivery:

  • concept for modification of the moveable scaffolding for bridge JJ218
  • complete technical documentation for the steel formwork with wooden parts
  • structural evaluation in critical phases of the construction
  • camber from deformation of the moveable scaffolding
  • author's supervision during the execution
  • construction work in adjustment of slim piers using prestressing systems