St Joseph's College Netball Court

Structureflex (Designer / Engineer)

Location: Echuca, Victoria.   Completed: January 2015

Client: St Joseph's Catholic College

Team: Y2 Architects, Steve Huppert, John Killmister (Cert. Eng), Shade Living Pty Ltd, Fabric Solutions (membrane), Thornton Engineering (steel)

Dubai Outlet Mall - Entrance Dome

Entrant: Structurflex Ltd
Client: Emirates Engineering Services
Architect: ARENCO
Structural Engineer: Wade Consulting Group
Fabricator(s): Structurflex Ltd

3022 A  

La Piazza - Jakarta

Entrant: PT Binatama Akrindo
Client: PT Summarecon Agung Tbk.
Unit La Piazza
Architect: PT Binatama Akrindo Sarjono Sam
Structural Engineer: PT Binatama Akrindo Tensys
Builder: PT Binatama Akrindo
Fabricator(s): Atkins Fabrications Pty Ltd, 
PT Binatama Akrindo - Tridome space frame system + steelwork

2007 G  2007 E

The LSAA Design Awards have traditionally had a category called Medium Structures which have a roof surface area between 250 and 1000 square metres.

Fabric or membrane structures of this size are often of one geometric form such as a conical structure with a central bale ring attached to a mast or tied down. The perimeter could be a series of edge cables, trusses or beams. If multiple units are used they the final structure may fall into the "large" category.

Other forms could be panels with internal diagonal arches, crossed arches, barrel vaults with intermediate valley cables.

Here are a few examples:

28,15,0,50,1
600,600,60,1,5000,1000,25,2000
90,300,1,50,12,25,50,1,70,12,1,50,1,1,1,5000

 

Southern Plaza Bar - Carrara, Qld

APPLICATION OF PROJECT:   Self supporting pavilion 

PROJECT DESCRIPTION

Close to completing the tensile membrane roof at Metricon Stadium, our client engaged MakMax to cover a smaller outdoor area. This project was a simple solution to shade and weather protection with a twist. Considerations for maximum ground space and design constraints made this project far more interesting.

Our brief for this project outlined a need for a large covered area for common use. Specifics included limited space for footings and design considerations to match the structure’s surroundings. The structure also needed to compliment the design of the stadium roof, MakMax engineers and architects Populous came up with a simple looking yet highly complex shape.

MakMax engineers designed a canopy that is circular in plan, however, from the side the undulating shape of the membrane edge is highly curved to mimic the stadium roof design. Creating a structure with these elements presented a unique geometric difficulty. MakMax engineers designed the outer ring of the structure to ensure minimal fabrication costs and to minimize the need for double roiling of steel members. The stability of this structure is found within the compression ring at the height of the conic shape as well as in the raking columns.

LSAA2011DA 6005 07

Mosque Jakarta

Entrant: Taiyo Membrane Corp
Client: Taiyo Birdair Asia PTE LTD
Architect: Taiyo Membrane Corp
Structural Engineer: Robert McDonald (TMC)
Fabricator(s): Taiyo Membrane Corp 

2002 A
  2002 B