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Cast-In Place
In situ or at the site utilizing temporary formworks.
Also referred to as "poured-in-place" This is the preferred choice for foundations, slabs, columns, beams, walls, roofs, etc.
Egyptians
Concrete, on its earlier forms were used to build the pyramids since the time of the _________ 5000 years ago
Romans
The ______ used a remarkable material close to the modern cement to build many of their architectural marvels during the period of 300 BC to 476 AD.
Ingalls Building
The _______ was the first concrete high rise that was built in Cincinnati, Ohio in 1903.
Thomas Edison
________ designed and built the first concrete homes in Union, New Jersey in 1908.
Assembly Hall
The first concrete domed sports arena, known as the __________, was built at the University of Illinois in 1963.
Chicago, Illinois
The tallest reinforced concrete building was built in _________. This 65-story building is known only by its street address, 311 South Wacker Drive
Concrete Cylinder Test
Done to determine the compressive strength of concrete
Conducted every 7, 14, and 28 days
65-75% of 28-day strength
Typical development pattern: 7 Days — Strength
85-90%
Typical development pattern: : 14 Days — Strength
Design stretch achieved
Typical development pattern: : 28 Days — Strength
28-day
Engineers use early break results to predict______ performance.
2,500-3,000 psi
For residential slabs. How many psi (pounds per square inch)?
3,000-4,000 psi
For sidewalks and driveways. How many psi (pounds per square inch)?
4,000-5,000 psi
For commercial slabs. How many psi (pounds per square inch)?
5,000-8,000 psi
For structural columns and beams. How many psi (pounds per square inch)?
10,000 psi and above
For high-performance concrete. How many psi (pounds per square inch)?
Slump test
Done to determine the workability of concrete
6-8 inches
Acceptable slump range
Precast Concrete
Also known as "Prefabricated"
The concept of this technology is standardizing & mass producing from a plant outside of the project site.
Residential buildings
_______ using precast concrete is usually 5-10 stories in height.
Joseph Monier
After his invention of reinforced concrete, the invention of precast concrete elements was made because prefabrication has great advantages compared with in-situ concrete.
John Alexander Brodie
Precast panelled buildings were pioneered in Liverpool, England and invented by city engineer.
Gosvenor Atterbuy
Who used a similar technique in the houses he built at Forest Hills Gardens. Houses that utilized approximately 170 precast panels each.
Ernst May
Who have made use of panelized prefab concrete system in a number of notable housing done in Frankfurt.
National Precast Concrete Association
Specialized in precast concrete products industry focusing on utility, underground & other non-prestressed products.
Precast/Prestressed Concrete Institute
Precast concrete structures industry on prestressed concrete elements and on other precast concrete elements used in above-ground structures such as buildings, parking structures, and bridges.
Lattice girder
This was used for precast products, which was the starting point for the industrial production of precast elements on a broad basis.
Large Panel Systems
This refers to multi-storey structures composed of large wall and floor concrete panels connected in the vertical and horizontal directions.
Form a box-like structure
Cross-wall system
The main walls that resist gravity and lateral loads are placed in the short direction of the building.
Longitudinal-wall system
The walls resisting gravity and lateral loads are placed in the longitudinal direction
Precast frames
Can be constructed using either linear elements or spatial beam-column sub-assemblages.
Precast beam-column sub-assemblages
Have the advantage that the connecting faces between the sub-assemblages can be placed away from the critical frame regions.
Linear elements
Generally preferred because of the difficulties associated with forming, handling, and erecting spatial elements.
Slab-Column Systems with Walls/ Mixed
These systems rely on shear walls to sustain lateral load effects, whereas the slab-column structure resists mainly gravity loads.
Lift-slab system with walls
This load bearing structure consists of precast reinforced concrete columns and slabs. These are assembled using special joints.
Prestressed slab-column system
The slab panels are lifted to the top of the column and then moved downwards the final position.
The precast concrete column elements are 1 to 3 storeys high.
Uses horizontal prestressing in two orthogonal directions' to achieve continuity.
Pre-Stressed Concrete
It is a method for overcoming concrete’s natural weakness in tension. It can be used to produce beams, floors or bridges with a longer span than with ordinary reinforced concrete
Pre-stressing tendons
Used to provide a clamping load which produces a compressive stress that balances the tensile stress that the concrete compression member would otherwise experience due to a bending load
Traditional reinforced concrete
_________ is based on the use of steel reinforcement bars or rebars inside poured concrete.
John Roebling and Sons
In early 1900 to 1950, the company _______ developed the first stress-relieved wire followed by the first stress-relieved strand
Pre-tensioned concrete
Cast around steel tendons (cables or bars) while they are under tension. The concrete bonds to the tendons as it cures, and when the tension is released it is transferred to the concrete as compression by static friction.
anchoring points
Pre-tensioning requires strong, stable ________ between which the tendons are to be stretched
Pre-tensioned elements
________ may be incorporated into beams, balconies, lintels, for slabs or piles.
Formworks
Reinforcement Bars
Concrete Pouring
What is the sequence of Cast In Place?
High tensile steel tendons
Prestressed Concrete — Provide a clamping force that creates compression.
bending
The compression helps a balance tensile stress caused by _________.
Bonded Post-Tensioned
Tendons are stressed after concrete cures, then grouted inside ducts
Unbonded Post-Tensioned
Tendons remain unbonded and can move locally relative to the concrete
Rainscreen System
Ventilated airspace behind exterior cladding for moisture management
Architectural concrete
Decorative and functional concrete walls/panels
Fiber Cement Siding
Durable, low maintenance, resistant fire , insects and rot.
GFRC (Glass Fiber Reinforced Concrete)
Lightweight, strong, moldable exterior cladding material
Cavity Wall
Two masonry/concrete wythes separated by an air space
ICF (Insulating Concrete Forms)
Interlocking insulated forms creating highly insulated concrete walls
Pre-Tensioning
Tendons — stretched between strong anchoring points
Cast around the tensioned tendons
Post-Tensioning
Concrete is cast with rebar and steel cable/strand reinforcement
Two techniques: Bonded and Unbonded
Unbonded and Bonded
What are the two techniques of post-tensioning?
Bonded Technique
Tendon is place in a duct; grout is injected after stressing.
Example: In bridges/transportation and can be used in buildings
Unonded Technique
Tendon is protected with grease and plastic sheathing and remains unbonded.
Example: Used for slabs, beams, transfer girders, joists, shear walls, and mat foundations