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Design

C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l. C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4.

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Design

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  1. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 All of the following presentation is hyperlinked through the task bar on the left. M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  2. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  3. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e E x c a v a t e t h e s i t e Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  4. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e A p p l y s a n d b e d to t h e s i t e Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  5. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e L a y D a m p P r o o f M e m b r a n e o n t o p o f s a n d b e d. Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  6. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e L a y t h e t r e n c h m e s h Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  7. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e L a y t h e s l a b m e s h Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  8. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e P o u r t h e C o n c r e t e S t r i p F o o t i n g Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  9. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e P o u r t h e c o n c r e t e s l a b Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  10. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e E r e c t t h e c o n c r e t e p a n e l s Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  11. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e S e c u r e t h e m i n p l a c e w i t h t e m p o r a r y b r a c i n g Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  12. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e C o n n e c t t h e p a n e l s t o t h e c o n c r e t e s l a b w i t h c o n n e c t o r s Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  13. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e R e m o v e t e m p o r a r y b r a c i n g Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  14. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Mind Map Design General Pre-Planning Design Loads Structural Design & Specification of Concrete M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Documentation Casting Structural Design Documents Panel Documentation Document Approval Pre-Planning & Layout Formwork Curing Pouring of Concrete Handling, Storage & Transport Erection Design Crain Requirements Rigging Panel Connections Erection of Concrete Panels Planning Sequence Handling & Storage of Concrete Panels Transport Temporary Braced Condition Final Structure Installation & Inspection Fixing to final Structure Inspection Prior to removal of temporary bracing R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  15. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m Design Pre-Planning General According to the ( Heallrht) there are two phases of design in tilt- up and precast concrete construction. These are the in-service design completed by the project design engineer. The in-service design provides for the performance of the concrete panel as part of the complete structure. The second phase is the design for erection which covers handling, transport, erection and bracing of individual concrete elements during the erection process. • Before construction of concrete panels can begin • certain aspects need to have been taken • into account these are: • Planning of construction schedule • Site Limitations • Site access • Cranage requirements • Construction Loads etc • Meetings need to be conducted involving all members • Involved in the design, erection, manufacture • and transport stages. M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t I o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design Loads Structural Design & Specification of Concrete Design Design loads are construction loads such as: -Manufacturing Loads -Transport Loads-Erection Loads The structural design of concrete elements should Be carried out in accordance with the requirements AS 3850 and AS 3600. Fire standards and Structural provisions need to be taken into account as well. The specification of concrete should be accordance with the engineers requirements and follow AS 3600. R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  16. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Documentation Structural Design Documents Document Approval M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e The structural design drawings and details Are the responsibility of the project design engineer and should provide sufficient information for the preparation of shop drawings by the shop detailer and erection documentation by the erection design engineer. Before construction can begin all documents need to presented to the local council and given approval to construct. Panel Documentation Design • Concrete panel documentation consists of: • -a marking plan: a plan showing the location of all concrete elements • shop drawings: provide all the information and details required to manufacture the concrete elements. • erection documentation: provides information about rigging details. R e s e a r c h P r e-c a s t C o n c r e t e H o l l o w C o r e D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  17. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Casting The panel formwork is set out and reinforcement and trench mesh is placed in. A vibrator is then used on the concrete tp spread and remove air pockets. The concrete is smoothed out and floated. M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design The concrete panel is left to cure for 7-14 days depending on the concrete type before being transported to the site The concrete is poured into the formwork. R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  18. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Handling, Storage & Transport Handling & Storage of Concrete Panels M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Factory manufactured panels should be retained in the precast yard an delivered to site for installation as required. The panels can be stored on site however they have be stored in appropriate way. Precast concrete elements are usually stored horizontally, however wall cladding panels are usually store vertically by using A frames or a racking system. In the diagram below it shows an appropriate way to stack pre-cast panels this was source from the Precast concrete handbook. Design Transport Precast panels are ordered through a precast factory and are made according to the documentation specifications an shop drawings provided by the structural engineer. These panels are then precast at a factory an delivered to the site usually on the day of installation. R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  19. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Erection Planning Sequence Crane Requirements M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e According to Occupational Health and Safety Act of 1984 the appropriate erection planning process an cranage requirements are explained below Design - Planning sequence - Crane Requirements - Rigging - Panel Connections - Erection of Concrete Panels R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  20. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Erection Rigging M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e A diagram provided by the OHS act displays an appropriate rigging type that could be used for erecting precast concrete panels. The rigging system should be pre-planned and specified before erection day. The rigging system should distribute equal loads to all lifting points. Eye Design Collar Thrust face - Planning sequence - Crane Requirements - Rigging - Panel Connections - Erection of Concrete Panels Clamp bolt cheek plate Collar pin Hinged cheek panels R e s e a r c h Sheave D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  21. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Erection Panel Connections M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e The OHS act outlines in the text and the diagram provide below the appropriate connection that should be used on a strip footing/ slab Panel to footing or floor slab A fixing system should be used to resist horizontal load transmitted from concrete panels into footings or floor slabs. The fixings should be capable of resisting the forces set out in AS 3850. Friction forces should not be assumed to resist any part of this force. Grout tubes, particularly in the edges of thin panels, should be provided with restraining reinforcement on each side of the tube. Design - Planning sequence - Crane Requirements - Rigging - Panel Connections - Erection of Concrete Panels R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  22. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Erection Erection of Concrete Panels M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e To explain the erection of concrete panels I have inserted two videos showing the erection of hollow core precast being installed at the Geelong college Music and Art department. All concrete panels should be erected in accordance with AS 3850. Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  23. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Temporary Braced Condition The angle of installation of braces should be shown on the shop drawings. Braces are usually installed at an angle of 45 degrees to 60 degrees and square to the line of the panel. The diagram provided below by the OHS act shows the appropriate way to brace panels. M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  24. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Final Structure Fixing to final Structure 10.1 Fixing to final structure The fixing of concrete panels should be in accordance with the structural drawings and the shop drawings including any changes made to specifications or instructions issued by the project design engineer or the erection design engineer. All steelwork forming part of the structure should be erected in accordance with AS 3828 which sets out recommended safe working provisions and practices supported by training, for those involved in erection of the steelwork including associated trades. Information provided by the Building Code and the OHS Act of 1984 M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design Inspection Prior to removal of temporary bracing 10.2 Inspection prior to and removal of braces Panel braces should not be removed until the concrete panel is incorporated into the structure and the structure is capable of supporting the panel for the applied loads. Prior to the removal of braces, the structure should be inspected to ensure that all structural elements affecting stability are securely fixed to the panels. This inspection should be carried out by the project design engineer and written approval to remove the braces given to the builder. R e s e a r c h D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  25. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Research: Construction of Pool & Multipurpose Hall with basement car park- Bialiek College 40 Toorak Rd, Hawthorn, Melbourne M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design R e s e a r c h Project 1 part one Project 2 part one Project 2 part two Project 3 part one Project 3 part two D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  26. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Research: Factory Warehouse, Devlin Brothers Transport, Separation street, North Geelong M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design R e s e a r c h Project 1 part one Project 2 part one Project 2 part two Project 3 part one Project 3 part two D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  27. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Research: Factory Warehouse, Devlin Brothers Transport, Separation street, North Geelongb M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design R e s e a r c h Project 1 part one Project 2 part one Project 2 part two Project 3 part one Project 3 part two D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  28. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Research: Geelong College Music and Art Rooms, Newtown M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Movie of erection of hollow core floor slab. Design R e s e a r c h Project 1 part one Project 2 part one Project 2 part two Project 3 part one Project 3 part two D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

  29. C o n s t r u c t i o n P r o c e s s P r e–c a s t C o n c r e t e 3D M o d e l C o n s t r u c t i o n & S t r u c t u r e s 2 S R T 2 5 1 J e r e m y H a m E m m a D o w n e y 4 0 0 1 3 6 8 4 4 Research: Geelong College Music and Art Rooms, Newtown M i n d M a p D e s i g n D o c u m e n t a t i o n C a s t i n g H a n d l i n g, S t o r a g e & T r a n s p o r t E r e c t i o n T e m p o r a r y B r a c e d C o n d i t i o n F i n a l S t r u c t u r e Design R e s e a r c h Project 1 part one Project 2 part one Project 2 part two Project 2 part three Project 3 part one Project 3 part two D e s i g n C a s t i n g E r e c t i o n F i n a l S t r u c t u r e H a n d l i n g, S t o r a g e & T r a n s p o r t T e m p o r a r y B r a c e d C o n d i t i o n D o c u m e n t a t i o n G e n e r a l

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