CPCCBC4010B Apply Structural Principles To Residential Low-rise Constructions

CPCCBC4010B Apply Structural Principles To Residential Low-rise Constructions

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CPCCBC4010B Apply Structural Principles To Residential Low-rise Constructions

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CPCCBC4010B Apply Structural Principles To Residential Low-rise Constructions

1 Download3 Pages / 604 Words

Course Code: CPCCBC4010B
University: Victoria University

MyAssignmentHelp.com is not sponsored or endorsed by this college or university

Country: Australia

Question:

Use technical report template provided in Bright-space with all technical data researched from AS2870 to be referenced into completed Bibliography.
Each step needs an individual image/s with appropriate heading and relevant text.
You need to discuss things like the steel used as reinforcement (mesh, bars), the plastic products required, the type of concrete used (strength grade, aggregate size, slump, curing process), formwork etc…
This assessment task covers 15% of your overall marks for this unit.
This assessment must be uploaded to Bright-space as required – see weekly schedule for due date.

No sharing of images or internet downloads accepted

Each step should be on a separate page. All images need a heading and the required notation. (no text = FAIL)
The report should have a front cover, contents page and references notated.
All images need to have the site address and date of inspection provided.
This Assessment Task is to be presented in a professional report format as set out in the report template provided, uploaded onto Brightspace.
In a Word doc format (not in Pages Format) of the Assessment Task, dated with the unit code and title and Assessment Task number.
Pdf format of the report is also to be uploaded.
Definitely NO Zip files or WPS files.
File labelling convention yymmdd unit code Student name assessment task No.

Every task must be completed satisfactorily for competence to be achieved.

Answer:

Apply Structural Principles to Residential Low-Rise Constructions

A vacant building site

Figure 1: Vacant building site
The vacant building site is as shown in Figure 1 above. The site is not level, has minimal vegetation (only grass) and does not have any existing buildings to be demolished.

Site clearing & levelling (top soil removed & house set out

Figure 2: Site clearing and levelling
Before commencement of actual construction work, the site has to be cleared, by rooming the top soil, and levelled using appropriate equipment and machinery, as shown in Figure 2 above. The unwanted materials are also transported and removed from the site to allow more space for safe construction activities.

Excavation & placement of service pipes

Figure 3: Excavation and service pipes placement
The excavation has to be done using the right equipment and following appropriate guidelines so that there is adequate allowance (tolerances) for placement of service pipes (such as water pipes, gas pipes, electricity pipes, sewer pipes and drainage pipes), as shown in Figure 3 above. . The pipes included plastic/polymer, metallic and composite pipes. All these activities must be done under supervision of a superintendent.

Trench/beam excavation (edge & internal beams)

Figure 4: Excavation/beam excavation
Foundation trenches are excavated for construction of ground beams as shown in Figure 4 above. The excavation can be done either manually or using machines, under strict supervision of a qualified foreman.

Sand bed placement – screeding & compaction (rolled/controlled fill)

Figure 5: Sand bed placement and compaction
The ground for reinforced concrete slab has to be prepared by placing a sand bed of appropriate depth and compacting it properly to make it stable, as shown in Figure 5 above. Depending on the size of the building, compaction can be done using a drum roller, rolling compactor, vibrating plate compactor or reversible vibratory plates (Nasvik, 2008).

Formwork setup and laying of vapour barrier/damp-proof membrane

Figure 6: Formwork setup and damp-proof membrane laying
The damp-proof membrane has to be laid on a smooth horizontal sand bed just before laying the concrete floor and should span the entire floor area, as shown in Figure 6 above. Any joins of the damp-proof membrane have to be properly lapped and taped using water-resistant adhesive tape.  

Position of all steel reinforcement service penetrations, termite measures used

Figure 7: Steel reinforcement positioned on the damp-proof membrane
After laying the damp-proof membrane, steel reinforcement is installed on top of it before floor concrete can be poured onto it, as shown in Figure 7 above.

The concrete pour (truck deliver & placement)

Figure 8: Concrete pour
Truck delivered concrete of required strength is poured onto the prepared steel-reinforced floor, as shown in Figure 8 above.

Screeding the concrete & trowelling of surface (finishing & levelling)

Figure 9: Concrete screeding and levelling
Once the concrete is laid, a wet screed is added on top of it and levelled to have a smooth and horizontal floor. This has to be done using appropriate equipment and by a qualified concrete layer.

Concrete curing (still within formwork)

Figure 10: Concrete curing
The concrete has to be cured for seven consecutive days by ponding or flooding it with water, as shown in Figure 10 above (Mishra, 2018). This helps the concrete to attain maximum strength within 28 days.

A finished slab (with formwork removed)

Figure 11: Finished slab
The finished concrete floor slab should be smooth, level and aesthetically-pleasing, as shown in Figure 11 above.
References
Mishra, G., 2018. Concrete Curing Time and Duration – Right Time to Cure Concrete. [Online] Available at: https://theconstructor.org/concrete/concrete-curing-time-duration/11119/[Accessed 5 September 2018].
Nasvik, J., 2008. Site Preparation: Making a Proper Bed for Concrete. [Online] Available at: https://www.concreteconstruction.net/how-to/site-prep/site-preparation-making-a-proper-bed-for-concrete_o[Accessed 4 September 2018].

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