Finished poster for Major assignemt showing all aspects involved and the erection of tilt up construction intersecting with steel universal column.
Tuesday, May 29, 2007
Major Assignment
Finished poster for Major assignemt showing all aspects involved and the erection of tilt up construction intersecting with steel universal column.
Research for Assignment
The diagram shows the importance of planning involved in concrete tilt up construction. The placement of the panels once lifted into position and the temporary bracing before connection to steel frame.
Site Visit
This picture shows Universal column with the reinforcing for concrete to be poured. The finished column is on the left and the work in progress is on the right.
Site Location
Multiplex Site
Cnr, Bourke & William Street
Melbourne
Site Visit
Connection of Universal column and Universal Beam. This photo also shos the reinforcment for concrete to be poured around the colunm for additional fire protection. Site Location
Multiplex Site
Corner Bourke Street, Williams Street
Melbourne
Major Assignment research
Structural engineers sketch of Universal beam connection to existing concrete slab
Assignment research
Architectural Drawing of proposed Factory.
The drawing shows the importance of the grid system and the relation of this to the structural and design detaing for the building. All drawings will relate to the image and grid set out by Architect.
Assignment research
The diagram show the stach casting arrangement for tilt up construction
taken from the Tilt Up concrete construction handbook.
Major Assignment research
This diagram was taken from the Concrete Tilt up manual, Concrete Association of Australia and shows the lifting inserts required for a centre and edge lift of concrete panels.
These teqniques can be adopted for both tilt up and pre-cast construction.
Site Visit- General concrete construction
This picture shows the reinforcment within a band beam construction and the connection of band beam to slab. We can see the bond deck, and the plywood panels used for formwork.
Site Location
AXA Building
Grocon Constructions
750 Collins Street
Docklands, Melbourne
Site Visit
This picture shows a pre cast panel in position on site and the temporary bracing required to support the panel.Site Location
AXA building
Grocon Construction
750 Collins Street
Docklands, Melbourne
Major Assignment research
Engineers Drawing Universal column and Beam connection.The drawing shows position and type of bolts used for the nominated connection of steel mambers. This drawing was gained from a structural engineer.
Major assignment Research
This is a photo of shop drawings for the production of pre cast concrete panels. The drawings nominated the reinforcing, size, weight of each panel for proposed building.
Major Assignment research
Structural Engineers Drawings
This is a picture I have gained of a factory proposal from Consulting Structural Engineers located in Heildelberg, Melbourne.
The drawing shows the nominated Universal columns and Beams for the project.
Thursday, May 3, 2007
Steel U.C Construction
Description
The diagram outlines the production process of a Universal column.
Concrete Tilt up construction
Description
This is the construction process of the concrete tilt up panel. Additional detail will be shown on the Major assignment poster.
Date: 4.05.07
Tuesday, April 10, 2007
Detail 05
Description:Details 05 shows the connection of eaves gutter to roof structure. The concrete wall panels are supporting the posi-strut rafter system and are therefore load bearing.
Date:11.04.07
Client:Rob Keubler
Drawing No:05 of 08
Name:Justin Hall
Wednesday, March 28, 2007
Detail 03, 04
Description:Details 03 & 04 show the connection of concrete panels to strip footing and raft slab.
Date:28.03.07
Client:Rob Keubler
Drawing No:01 of 01
Name:Justin Hall
Detail 02
Description:Detail 02 shows a typical construction of portal frame in opposite direction to detail 01.
Date:28.03.07
Client:Rob Keubler
Drawing No:01 of 01
Name:Justin Hall
Detail 01
Description:Description: Detail 01 shows a section through
typical portal frame construction
Date:12.03.07
Client:Rob Keubler
Drawing No:01 of 01
Name:Justin Hall
Tuesday, March 6, 2007
Span Photo 5
Description: Knee Joint with engineered haunch,shows box gutter with sump and roofing material underneath.
Address: 100 Yale Drive, Epping
Client: Rob Kuebler
Date: 07.03.07
Drawing No.: 5 of 5
Name: Justin Hall
700132212
Span Photo 4
Description: Knee joint of portal fram currently in construction, shows saftey mesh and connection.
Address: 10 Norwich Ave, Whittlesea
Client: Rob Kuebler
Drawing No.: 4 of 5
Name Justin Hall
700132212
Span Photo 3
Description: Portal frame construction in progress. End bays require roof cladding.Address: 100 Yale Drive, Epping
Client: Rob Kuebler
Date: 07.03.07
Drawing No.: 3 of 5
Name: Justin Hall
700132212
Span Photo 2
Description: Column fixed in place to holding down bolt cage. Address: 103 Yale drive, Epping
Client: Rob Kuebler
Date: 07.03.07
Drawing No.: 2 of 5
Name: Justin Hall
700132212
Span Photo 1
Description: Pad footing with Holding down bolt cage.
Address: 103 Yale Drive, Epping
Client: Rob Kuebler
Date: 7.03.07
Drawing No.: 1 of 5
Name: Justin Hall
700132212
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