Constructing Journal Week 7 Tutorial: Site Visit Level 1 of the building is a lightweight timber floor. And currently level 3 is the roof which is yet to be poured (concrete). Figure 7
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Figure 1
This project consists of 6 buildings with 411 apartments The structure of the buildings are lightweight structures. The bond deck (Fig.3) before it is put on the building is all rolled Figure 2 up. The bond deck is used to both reinforce the concrete when it is poured, as well as holding the concrete in place when it is poured. Up on the top of the bond deck the formwork could be seen (Fig. 2, Fig 4), the formworks job is to hold the concrete in place temporarily until it has set. The formwork is also propped up Figure 4 so that just incase the concrete exhorts a large amount of pressure on the formwork and it cant stay in place.
Figure 3
Figure 8
Figure 7 and 8 show the post tensioning of the steel cables before the concrete is poured in situ. The reason for this tensioning is that it pulls all the concrete together and makes it stronger once it has been poured and dried as the cables contract once the tension is released. For post tensioning there is a live end and a dead end. At the dead end there is an ‘onion’ (Fig. 7)
Figure 5
Figure 8 shows a box that acts like bar caps - it protects people if they fall on the steel.