Article Review - 'Galvanizing As Insurance'

I came across this succinct article on the Azobuild website, entitled 'Galvanizing As Insurance'. It merely confirms how important a role steel galvanizing can play when resisting rust and corrosion.

The particular case they outline is that of the Royal Brighton Yacht Club (which is coincidentally around the corner from me), where of course the marine environment dictates the way in which their buildings are finished.

The yacht club's extension, including an addition 3700 square metres of hard standing for Olympic class yachts, will be largely undertaken in concrete, reinforced with galvanised steel. Whilst the designer confess that the precast concrete panels will eventually be penetrated by sea-water, the durable nature of the galvanised rebar will allow the structure to stand for 40 odd years.

Site Visit #8

This is yet another sight that I randomly passed somewhere in the Geelong CBD - I've forgotten the name of the actual street.

Here we can observe the temporary timber formwork above a forest of props sitting on the floor of the level below. I would guess that the concrete is yet to be poured.

Another shot of the comprehensive props. Formwork is also seen.

Concrete block masonry wall and reinforced concrete retaining wall work to create an underground cavity. Steel starter bars for a concrete column or the like can be seen in the background.

Completed Building Visit #3

Here I have visited Fagg's Mitre 10 in Belmont, Geelong, along with my housemate. A variety of truss systems have been used throughout the building, each creating different structural qualities and aesthetics.

A timber lattice truss has been utilized in this instance to span over a distance of 12+ metres. The intricate pattern of the trusses webbing and relatively large scale make for a pleasant design feature that can be witnessed from both inside and outside the building.

Here we can see a mono-truss in a multiple fink-like arrangement running perpendicular to the central lattice trusses. The chords and webbing of the truss are comprised on timber, whilst the addition of steel plates at junctions aid the connection of the elements. Also evident are the timber purlins and foil insulation.

This is just a detail of a junction where the square hollow section column meets the trusses and beam. Rigidity in this type of joint is of utmost importance, but the use of bolting instead of welding gives the overall intersection a level of structural flexibility.

Behind the aforementioned retail store, is a large-spanning steel portal frame. Pretty conventional construction (which I have covered in my earlier visit to Bunnings) allows the warehouse to span upwards of 40 metres without internal support. Strips of transparent corrugated roofing allows additional penetration of natural light during daylight hours.

Article Review - 'D'SECO Launches AED 380 Million Oval Tower in Dubai'

As both the name and the above graphic suggest, this building is an engineers nightmare. I came across this article, 'D'SECO Launches AED 380 Million Oval Tower in Dubai' on the AME Information website.

Currently named the apt 'Oval Tower', organisers foresee the building as becoming iconic in its sophisticated modern glass finish and pure white structure. With flexibility of floor space and overall comfort main focal points of the design, it will be interesting to observe how the architects and engineers balance form with function.

Also of interest will be the way in which the building is errected as its emphatic oval elevation will surely provide engineers and constructors alike with a plethora of obstacles.

Dubai certainly seems like the place to be at the moment!

Site Visit #6

I visited this construction site a few weeks ago just as the construction workers were completing their days work. It is located in the Geelong CBD, on Malop St.

Here we can see a number of strutural concrete columns extending into the foundation. Note the extensive use of steel reinforcement within the coloums. As a multi-storey commerical building, it is important that the structural elements are more than capable of withstanding both dead and live loads imposed upon them. Starter bars at the top of the column will aid in the fusion of slab and extending column. In the background one can witness a subsequent column with its formwork still cladded as the concrete cures.

Detail base of the column where it presumably meets with the covered pad footing. Not quite sure what the concrete panel is around the column, but it may be some sort of retaining wall or sacrificial formwork for the slab pour.

Shot of the construction workers in their fluorescent safety gear!

Infil compacted presumably in anticipation of the concrete slab pour. Note ridge in foundation to help shape the strip footing. Also pictured is services that will penetrate the slab as well as steel starter bars for a column.

This is the building adjacent to the above construction site, not sure it it is part of the same project. However it is utilizing tilt-up precast panels to shape an indoor/outdoor staircase. I would imagine that the strut centred in the photograph is temporary, however this particular one looked rather permanent in person - unusual positioning.

Close up of some of the steel reinforcement cages scattered around the site ready to be installed. I would imagine that these particular cages will be utilized as some rather large pad footings.

Major Project Development

Well the due date for this project is fast approaching and I'm starting to feel as it I may be running a little behind in the major assignment. In the rough plan above, one can observe that I have decided to do my section where the showroom/offices join with the warehouse. In the last few days I have also managed to draw up a 1:50 section of the detail I intend on constructing. All of the components and sizing are not set in stone yet, but this will be a fairly accurate portrayal of things to come.


It has been a little hard grasping some of the construction techniques that Aalto has used in the Sports Hall at Otaniemi, but I did manage to gain some insight into the project by contacting both the Helsinki University of Technology and the Finnish Association of Architects.

Now I need to quantify the amount of balsa and associated materials I will need, and its off to Bunnings!

Site Visit #5

This is a rather large residential building I visited in East Brighton, just off Dendy St.

Here we can see the general timber studs with panel bracing for this two-storey masonry veneer building.

Worker's protective balustrading for construction safety purposes.

Internal studs and associated panel bracing with 'pryda' floor joists/trusses.

Detail of pryda floor joists.

Detail of galvanised UB and square hollow section and pryda joists above with steel lintel welded to underside of UB to support the masonry above.

Gangnail trusses.

Roof insulation and angle bracing over rafters/trusses.

Gang nail trusses in actual location.

Rainwater sump below box gutter with chipboard ponding board.

Reinforced core-filled masonry retaining wall.