These structures may be described as single surfaces or panels in the form of one of the classic hypars, barrel vaults, cones, panels with single or crossing arches - or a combination.
Larger fabric structures can also be made from several modules or panels of similar forms to build up a substantial sized structure. The multiple panels might be arranged in a linear layout, or in a circular or oval pattern commonly found in stadia roofs.
The LSAA has a Design Award Category for Large Structures which has been defined as being greater than 1000 sqm.
The following articles are in random order:
Entrant: Light Weight Structures
Category: 4 ID Number: 4352
Location: Neath Street Cessnock NSW
Client: East Cessnock Bowls Club
Completion Date: September 2012
Structural Engineer: Jeremy Hunter
Specialists: Trevor Scott Building Designer
Builder: Light Weight Structures
Installer: Light Weight Structures
APPLICATION OF PROJECT:
The project covered one Bowling Green measuring 1820 sqmts. The project was designed to offer weather protection to bowlers, including night time use of the Bowling Green (in a residential setting) and minimal cleaning maintenance over the life of the structure.
The client requested that the project offered weather protection to bowlers and require low levels of cleaning maintenance. The club building was elevated and adjacent to the bowling green. Floor to ceiling glass in the Sportsman’s Bar and Restaurant offered panoramic views of the bowling green. The club requested these views not be impeded. The Wide Span Structure was to integrate into the existing club building offering a weatherproof seal between the club building and the Wide Span Structure. Importantly, the club wanted to increase revenue by offering night time bowling to stimulate other income streams. As the club was positioned in a residential area complaints from neighbours had prevented the operation of night time lighting of the green. The structure was to encapsulate the artificial lighting so the greens could be used at night.
Entrant: Global Fabric Structures (UFS)
• Category: 4 ID Number: 3301
• Location: Sydney
• Client: Thiess Australia
• Completion Date: December 2012
• Structural Engineer: Wade Design Engineers
• Fabricator: Global Fabric Structures
• Installer: Global Fabric Structures
APPLICATION OF PROJECT: Environmental Remediation
The former HMAS Platypus site is nestled below the suburb of Neutral Bay, Sydney Australia on a quiet harbour inlet.
This site has been an integral part of the history of Sydney Harbour since the early 1800's. A gasworks, a workshop for servicing torpedoes and a base for Australian Submarines have a left a contaminated industrial site that is excavated out of sandstone and spread over several levels.
The site has an area of approximately 1.8 hectares and includes 11 buildings and structures, some of which are of heritage significance. The soils, bedrock and groundwater on the site are contaminated, predominately related to the former gas works operations.
The Sydney Harbour Federation Trust acquired HMAS Platypus in 2005 and has commenced the restoration, for the enjoyment of present and future generations to enjoy the history, heritage and harbourside location.
Mumbai Arrival Plaza
Entrant: MakMax Australia – Designer
Location: Mumbai International Airport – India
Client: Mumbai International Airport Limited
Struct. Eng.: MakMax Australia
Others: Mahimtura Consultants
Builder: Mumbai International Airport Limited
Fabricator: MakMax Australia
The following Large Structure Projects were entered into the 2018 LSAA Design Awards in Category 4
Category 4 "Large Structures > 1000 sqm"
Greenslopes Private Hospital Car Park Canopies
Entrant: Architectural Sails (Qld) Pty Ltd - Contractor
Location: Lot 108 Nicholson St - Greenslopes Qld 4120
Client: Ramsey Health Care
Architect: Phillips Smith Conwell Architects Pty Ltd
Struct. Eng.: Bligh Tanner & Wade Design Engineers
Others: Ozrig Pty Ltd (Installation)
Builder: John Holland Pty Ltd
Fabricator: Ruffles Engineering & Atkins Fabrication
Entrant: Geometal Limited
Category: 4 ID Number: 4166
Location: Samut Sakhon, Thailand
Client: D Land Group Co., Ltd
Completion Date: July 2012
Architect: Contour Co., Ltd
Structural Engineer: EDMA Co., Ltd
Specialists: Enplus Co., Ltd
Builder: Cho Rungrot Co., Ltd
Fabricator: Fastech Co., Ltd
"Contemporary structures have departed this dramatic curved shape tensiles, a nice return to Otto era."
"Seems an imaginative and successful answer to the challenge of unifying a shopping centre in need of some focus. The geometry of the main roof form adds interest to what could have been merely a pragmatic solution."
DESIGN / FABRICATION / INSTALLATION BRIEF
Our company was taking roles as design and engineer being a reason that the architect for the project came up only concept with an idea to cover void in center of life style shopping using fabric structure.
First concept was single conical, however, this was changed to one high point and one low point later to create new shape and allow wind to flow downward to space below.
Engineering works also include form-finding, structure analysis, CFD analysis, detailing design, Installation method.
Entrant: MakMax Australia
Category: 4 ID Number: 4302
Location: Brisbane Domestic Airport
Client: Brisbane Airport Corporation
Completion Date: June 2012
Others: Custom Cables
Builder: Liang O'Rourke Pty Ltd
Fabricator: MakMax Australia
APPLICATION OF PROJECT: Pedestrian bridge roof, open air.
This airport terminal access project involves the construction of a major pedestrian bridge linking a new multi-level car park and train platforms to the terminal building one of the country’s business airports.
This covered walkway project is part of a larger group of construction projects which serve to improve all pedestrian and vehicular traffic at the airport. Our client requested design, fabrication and installation of the tensioned membrane roof system. The purpose was purely weather protection for pedestrian traffic on new pedestrian access bridge.
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