4. What is Precast Concrete?
•
Cast into specific shapes at another location
•
Developed in the late 1960s
•
First use: stair treads, coping, lintels, and window sills
•
Known for its high quality architectural products
5. Characteristics
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Great accuracy and high quality
•
Additional features: reinforcing, moles, anchor bolts, etc
•
Characteristics controlled by different materials
•
Reinforcement: Conventional reinforcing or prestressed
steel
6. Manufacture
• Casting beds used
• High strength steel strands
pretensioned
• Transverese bulkhead
seperators inserted
• Additional reinforcement added
• Concrete poured and vibrated
• Cured with live steam or radiant
heat
7. Slabs
•
The most standardised precast elements
•
Includes solid flat slab, hollow core slab, double tee
slab, and single tee slab
12. Beams
• Made in different sizes
• Rectangular beams, L shaped
beams, inverted T beams and
AASHTO beams
13. Wall panels
• Prestressed or conventional
reinforcement
• Used as load bearing walls
• Includes solid wall panels,
hollow core wall panels and tee
wall panels
21. What is in-situ cast concrete?
•
Concrete that is cast into forms on the building site
•
Any shape that can be formed can be cast
•
Certain types of concrete elements cannot be precast,
and can only be cast in-situ
22. Selecting an in-situ cast concrete framing system
•
Are the bays of the building square or nearly square?
•
How long are the spans?
•
How heavy are the loads?
23. In-situ Concrete mix
•
Appropriate concrete properties designed
•
Appropriate mix design developed
•
Mixing, transporting and handling coordinated with
placing and finishing
24. In-situ concrete placement
•
Should not be placed more rapidly than it can be spread
•
Deposit as near as possible to the final position
•
The concrete is placed in forms and consolidated
25. Curing
•
Satisfactory moisture content and temperature required
•
Concrete in formwork is protected from drying out
•
Curing compounds and treatments prevent loss of
moisture
•
Large surface areas problematic during curing
26. Advantages
•
Easy transportation of wet concrete
•
Flexible when it comes to geometric shapes
•
Relatively easy to do late changes to structure
•
Structure becomes monolithic
27. Disadvantages
•
Produced in an unprotected environment
•
Additional time required for drying out process
•
Requires more temporary work
•
Complex process with many inputs and flows
30. When do we need shoring?
•
When walls bulge out
•
When walls crack
•
When an adjacent structure needs to be pulled down
•
When openings are to be newly made or enlarged in a
wall
•
During construction
33. Using raking shores
• Size of the raker decided on
anticipated thrust from the wall
• Center of the raker and wall
should not meet at floor level
• Shoring may be spaced at 3 4.5m
• Wedges should not be used on
sole plates
• For tall buildings, rider raker can
be used
36. Scaffold type shoring
• Scaffolding was first designed to
support loads imposed by
workers
• Often used as support for
formwork
• Provides rapid utilisation for
formwork support
38. What is
underpinning?
• Strengthening and stabilising
the foundation of an existing
building
• Installation of temporary or
permanent support
• Provides additional depth or
increase bearing capacity
39. When do we need
underpinning?
• Construction of a new building
adjacent to the old one
• Settlement of an existing
building
• Change in how a structure is
used
• Need to add a basement below
an existing building
40. Temporary support with maintenance jacking
•
Light structures may be supported with timber or concrete mats
•
If settlement occurs, mechanical or hydraulic jacks keep the
structure level
41. Bracket pile
underpinning
• Steel bracket piles driven
adjacent to the structure
• Load is transferred from the
structure into the pile through a
steel bracket
• Backfilled with lean sand
cement mix
42. Minipiles
• Minipiles inserted through the
existing foundation
• Generally do not require
temporary support of the
building
43. New foundation wall
and footing constructed
underneath the existing
foundation
•
•
•
The area is excavated
The new footing is constructed
The excavated area is backfilled