Wednesday, May 30, 2007

Tuesday, May 29, 2007

Corner of Portal frame. 3D model


SHowing the reinforcement of the footing and the collumn.



Shows the Precast concrete slabs put in place as the internal walls.


Shows the C sectoin girts and the precast concrete beam attatched to the collumn


The connection is set into the concrete collumn ready for the precast beam to be put into place.


This shows the C section girt running horizontally, behind which is are the purlins which are connected using supports which set into the concrete beam.


The safety mesh over the purlins


The box gutter and the kliplok roofing, below which is the layer of haunching.


Showing the brick wall and the box gutter.


A section through the bricks showing brick ties and flashing


The external walls showing inverted diagonal corner and the brick collumns adjoining top and bottom.


The final design


Friday, May 25, 2007

Site Visit

Today I visited office works and noticed the central space had some interesting support systems enabling the space to be open.

Tension supports are provided a few feet below the roofline to reduce the need for collumns.



Image showing the apex and the roof at a slight angle, with insulation visible behind.

Site Visit: Deakin Uni


This image shows the crane attatched a precast concrete panel ready to be elevated into place. Notice behind it the blue bins are in place as a safe way of transferring rubble to bins below.


The connection of the concrete panel to the crane. A fixing was cast in place for the clasp to attatch to.


I beams connecting to a UB with using heavily bolted connections.


The underside of a box gutter.

Tuesday, May 22, 2007

Article Review: "Zaha does it her way"
















This is an article on Zaha Hadid's proposal for the Business Bay area in Dubai.
The masterplan had called for two towers but Zaha’s loose interpretation takes the form of a huge sculptured cube.
It is interesting how she proposes to acheive this sculptural form out of a glass structure and would no doubt be a revolutionary use of the material if completed.
It is to be constructed of three separate towers united so the building will appear as a singlular unified whole, with a distinctive void. The interiors of which will be clad with a fully engineered curved class curtain wall to allow for eye-catching views into the void.
The building boasts an AAA-class rating and has 87 per cent space efficiency.

Article Review - Goma: Qld Museum of Modern Art














The article (Architecture Australia) begins by stating that this is a magnificent solution to a very problematic site, being described as a 'former wasteland.'
The competitions for the design of this Museum were being held when Federation Square was being completed in 2001. The controversy surrounding the Melbourne gallery obviously played into the minds of the architects of Goma, the finally design could not be more different to Fed Square in a reply to the modern day, 'trans-millenia' confusion as to where modern architecture is headed.

Article Review: MCG reconstruction





























The $425 million MCG redevolpment was, as do most modern city landmarks, undertook an intense construction management process, being scheduled around major sporting events. The new design was to enable the stadium to seat 100 000 people.
Steel Construction of the new roof over the Northern Stand was a major contribution to the entire scheme. The new roof is elegant, light, and transparent but still maintains the MCG’s iconic status and complements the Great Southern Standwithout replicating it.
It won an Australian Steel Institute Award for Steel Design.

Bunnings Warehouse

Bunnings Warehouse
Bunnings warehouse is a perfect example of a large spanning building.

Main View

Main View
This interior view of Bunnings warehouse gives an idea of the long spans required for the structure using minimal supports. Collumns run along each wall and down the centre of the structure only, allowing maximum space for storage.

Lateral Support

Lateral Support
This gives an idea of the repetition of supports (cross bracing) along the roof, and the connection to longer spanning beams.

Collumn and Roof Spanning beam. Corner connection

Collumn and Roof Spanning beam. Corner connection
This detail shows a close up for the 'I' beams used in the structure and the connection system used.