Whitten Oval
Whitten Oval

Whitten Oval

 

This project was entered into the LSAA 2009 Awards - Category 4 (4220)

Entrant: Ronstan – Contractors
Location: Barkley St, Footscray Vic   Client: Western Bulldogs, Whitten Oval
Architect: Peddle Thorp   Struct. Eng.: Irwin Consultants
Builder: Salta   Fabricator: Ronstan

Design Brief: The Architect called for a transparent screening element that would act as a billboard for the oval as well as the local community. It needed to be light enough that it did not detract from the facade but provided adequate passive solar protection to enhance the sustainability of the building.

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Structural Systems

A rigid SHS steel frame is used as the anchor structure for the 8mm diameter cable net that spreads across the arc of the building façade. The steel is installed on concrete footings and tied back to the slabs of the building. The cables then connect via cleats around the boarder and utilize Ronstan ACS1 fittings passing through eyelets at each segment of the arc. The eyelets assist in preventing deflection by reducing the free span of the cables therefore limiting the amount of pre stress in the cables. To these cables lightweight panels of coloured metal sheet and mesh are attached using custom manufactured cable clamps.

The basic layout of the screens and cables was provided by the architect at a sketch level.  Ronstan then liaised with the building and engineer to finalise the detailing. It is in this period that our experience and knowledge became invaluable to the project team.

We started by rationalizing the sizing of the pattern matching the size of the panels with our details and the overall size of the façade. This had the effect of removing any one off details in the cable clamps, panels or cable connection points having a drastic effect on the economics both in terms of material/fabrication along with erection time.

Materials

Mild Steel galvanized SHS posts – Used to reflect the blue collar area the oval resides in

Grade 316 stainless steel cables and fittings – Stainless steel presented the best load to size ratio for the tensile members allowing us to utlise an 8mm diameter

Panels – These were made from galvanized equal angel sections with Vitrapanels infill panels in the team colours along with perforated mesh panels.

Fabrication

Typical End Details:

This project features 30 individual cables crossing each other at angle of 45 degrees to the vertical. Each cable was fabricated from Ø8mm wire and included a compact adjuster at either end.  Compact Adjusters (Figure 1) have been developed specifically for architectural projects and include a unique telescoping mechanism which provides a useful level of adjustment without the presence of bulky turnbuckles.

Compact

Figure1 : Typical Compact Adjuster Ronstan Turn buckles

Each end of each cable is connected to a mild steel cleat on the steelwork. These cleats were detailed, supplied and installed by others to a detail compatible with Ronstan’s compact adjusters. To prevent galvanic corrosion between the mild steel attachment cleats and the stainless steel cables, isolation bushes and washers are installed into each cleat prior to the installation of the cables.

Intermediate cable supports:

Where each individual cable crosses a column, cables passed through custom made stainless steel gr 316 intermediate cable clamps to deflect the cables around the curve of the façade. A through bolted connection is provided in steelwork at each clamp location (by others) to allow attachment of the cable clamp.  

By deflecting the cables at each column, all cables in between any two given columns would remain in approximately the same plane.

Façade panels:

Each panel came with a galvanised steel angle frame and galvanised steel flat bar clamping plates to clamp and hold the infill material. Surface finishes on the frame and clamp plates are ‘as galvanised.’

Panel infill materials consist of stainless steel gr304 stainless steel woven mesh and vitrapanels in accordance to Peddle thorp drawings. Each panel was attached to the cable net using stainless steel cross clamps similar to those fixing the cable to the steelwork. Clamps were secured in place using stainless steel grub screws.

Cross clamps:

At each location where cables cross over each other, Ø40mm adjustable stainless steel cross clamps are provided to bind the net elements together and prevent adjacent cables rubbing against each other.

Tensioning during installation:

As part of the installation process the tension in each cable was measured and to compare those measurements against a schedule provided by the structural engineer. This was to ensure that the initial tension in the cable is with acceptable limits and that the structure is neither under tensioned, nor over tensioned.

Construction and Maintenance

Method:

A.            Installation of cables

B.            Installation of panels.

Cable  Tensioning

Final Tension Check for Cables

Monitoring and inspecting cable structures

6 monthly check - Visual inspection

12 monthly check

Costs

Project value approx $132,000