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Steel structures

Skive Fjordbad
Aerial view of the finished bathing bridge in Skive Fjord
01 // Project data

Project

Skive Fjordbad

Delivery

Complete steel superstructure delivered end-to-end

Scope

More than 60 tonnes of steel, excluding foundation piles

Execution

DS/EN 1090-2, EXC2

More than 60 tonnes

Steel excluding foundation piles

41

Interfaces to driven steel piles

At least 175

Primary longitudinal and cross beam parts

Approx. 600 m²

Timber deck supported by the steel structure

Approx. 180 metres

Railings and guardrails

Approx. 40 metres

Stainless steel gratings

EXC2

DS/EN 1090-2

02 // Project description & scope

Skive Fjordbad is a complex elliptical structure with a main bridge, bathing area, seating areas, guardrails and an accessible ramp down into the fjord.

Sejerslev is responsible for the complete steel delivery end-to-end - from 3D modelling, detailed engineering and development of interfaces to in-house production, trial assembly, documentation, surface treatment, logistics and installation.

03 // Technical execution

From consultant design to a buildable structure

Sejerslev has carried out the 3D modelling of the steel delivery and converted the project geometry into a complete digital production basis.

  • Modelling of the load-bearing steel superstructure
  • Detailed and production engineering
  • Development of interfaces that had not been fully engineered
  • Development of joints and bespoke details
  • Design and detailed engineering of railings and guardrails
  • Coordination between steel, timber deck, gratings, concrete and other structures, including incorporation of the actual surveyed pile positions
  • Assembly drawings and production drawings
  • Planning of production splitting and installation sequence

Individual geometry - digitally controlled production

The elliptical structure does not consist of identical repeated bays. Lengths, angles, radii, flange cuts, bolt positions and connection details vary throughout the structure.

The steel delivery comprises more than 60 tonnes of steel and at least 175 primary longitudinal and cross beam parts - before railings, gratings, stiffeners, brackets and other secondary steel parts are counted.

From foundation tolerances to precise steel production

The main bridge and the ramp are founded on a total of 41 driven steel piles. After driving, the actual positions of the piles were surveyed and incorporated into Sejerslev’s 3D model.

The connection details could thereby be adapted to the real conditions before release for production - rather than being solved during installation.

Trial assembly before installation

Selected parts of the main bridge were trial-assembled at Sejerslev’s own production facility.

Here, geometry, joints, fit, bolted connections, angles, radii, elevations and installation sequence could be verified under controlled conditions - before surface treatment and transport.

The entire production flow in one place

Sejerslev’s own production setup comprises CNC-controlled plasma cutting, automatic sawing, assembly, and robotic and manual welding.

The in-house CLOOS welding robot is used where the geometry and repetition rate of the structures make automation relevant, while complex joints and bespoke details are executed manually.

The complete steel delivery

The steel structure also forms the base for approximately 600 m² of timber deck.

  • Complete steel superstructure for the main bridge
  • Steel structure for the accessible ramp
  • Longitudinal and cross beams
  • Curved bespoke profiles
  • Bracing, bulkheads, stiffeners and connection plates
  • Top plates and connections to driven piles
  • Approx. 180 linear metres of railing and guardrails
  • Approx. 40 linear metres of stainless steel gratings
  • Bespoke brackets and interfaces to other building parts

Corrosion protection in a marine environment

The load-bearing steel parts are executed with a duplex system consisting of hot-dip galvanising and a subsequent coating treatment.

Corrosion protection, material selection and the details of the structure are thereby integrated into the engineering.

04 // Quality & documentation

The steelwork is executed in accordance with DS/EN 1090-2 in EXC2. The quality work includes:

  • Material certificates and traceability
  • Qualified welding procedures
  • Welding coordination
  • Visual inspection and supplementary NDT
  • Inspection of dimensions, geometry and hole positions
  • Documentation of trial assemblies
  • Inspection of surface treatment
  • Complete documentation from raw material to finished structure
05 // Result & relevance

From 3D model to installed structure

Skive Fjordbad brings Sejerslev’s technical delivery together in one coherent process - from modelling and detailed engineering to production, quality assurance, corrosion protection and installation.

From surveyed pile top to finished railing.

06 // Photo documentation
The finished elliptical bathing bridge seen from the fjord
Installation of steel elements by the fjord
Production of curved steel beams at the Sejerslev workshop
Weld detail and connection on a steel pile
Aerial view of the bathing bridge and Skive Harbour
Installation of primary beams from a work platform in the harbour
The finished bathing bridge seen from land

E45 - Project 6070.204 →