Blacktown Village Green
This project was essentially a weather cover over a public space. During discussions with our sales team at the tendering stage it was clear that the project also had an element of environmental consideration. For this reason we developed a custom design that worked to these constraints.
The purpose according to builders was to create an inviting public recreation area. The architects specified a tensile membrane roof in order to cover the area while allowing natural light to enter the space.
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)
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
Southern Plaza Bar - Carrara, Qld
APPLICATION OF PROJECT: Self supporting pavilion
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.
Entrant: Oasis Tension Structures
Category: 2 ID Number: 2926
Location: East Boundary Rd, East Bentleigh
Client: Glen Eira City Council
Completion Date: December 2011
Architect: Mantric Architecture
Structural Engineer: Cardno Victoria Pty Ltd
Specialists: Tensys Engineers
Builder: Hansen Yuncken Pty Ltd
Fabricator: Atkins Fabrication Pty Ltd
Installer: Oasis Tension Structures
"Advances the technology in insulated membranes"
"Rather idiosyncratic form which answers a functional challenge, has a bit of fun, and provides some identity to a facility not short of disparate elements"
PROJECT NAME: Glen Eira Sports & Aquatic Centre Insulated Tension Canopy
APPLICATION OF PROJECT: To encapsulate two vertically inter-twined waterslides, stairwell and support tower with a fully insulated tension structure.
This is an insulated conic tension structure. A truncated, highly curved eccentric cone on an inclined elliptical ring beam, best describes the geometric definition of this structure. The architectural intent was to create a temperature controlled environment within a chlorinated water activity space and thereby satisfy ecologically sustainable development guidelines.
Catholic College Bendigo
Structureflex (Designer / Engineer)
Location: Junortoun, Bendigo. Completed: December 2015
Client: Catholic College Bendigo
Team: Y2 Architects, Steve Huppert, John Killmister (Cert. Eng), Shade Living Pty Ltd, Glarfab (membranes), Thornton Engineering (steel)
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