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Pre-tensioning
And
Post-tensioning
of
Concrete
• Pre-tensioning And Post-tensioning are the types
of Prestressed Concrete.
What is Prestressed Concrete ?
• Concrete in which reinforcing steel bars are
stretched and anchored to compress it and
thus increase its resistance to stress.
Main difference Between
• Both utilizes the structural capabilities of steel and
concrete. Concrete is very strong in compression,
but relatively weak in tension.
REINFORCED CONCRETE
&
PRE-STRESSED CONCRETE
Ordinary Reinforced Concrete
• Beam supports a load by
developing compressive
stresses at the top, but
since the concrete cannot
resist the tension at the
bottom, it cracks there.
• Reinforcing steel bars are
placed within this tension
zone to resist the tension
and control the cracking.
Pre-stressed Concrete
• It involves the application of forces tending to
bend and compress a concrete element in order
to counteract bending which results from
loading.
• The forced applied is the tensioning or
stretching of the steel component which usually
in the form of high tensile strands, wires or bars.
Reinforced Concrete
Prestressed Concrete
Before Loading
Prestressed Concrete
After Loading
Pre-Tension & Post-Tension
• These two differ in the method of stressing the
elements. A description of the construction
sequences will help bring out this difference.
Pretension - Pre-stressed
Concrete
• The beams or elements are constructed on a
stressing bed and stranded cable is placed between
two buttresses anchored to a stressing bed which
holds the force in the stretched cables.
• After stretching the steel with hydraulic jacks,
concrete is placed in forms around the cables and
allowed to harden. When the concrete reaches
sufficient strength, the pre-stress forced is transferred
to the concrete by bond when the steel strand at the
ends of the beam is cut loose from buttresses.
Pre-tensioned Concrete Beam
Post-tensioned Pre-stressed
concrete
• Post tensioning is a technique for reinforcing
concrete.
• Steel cables inside plastic ducts or sleeves,
are positioned in the forms before the
concrete is placed. Afterwards, once the
concrete has gained strength, the cables are
pulled tight and anchored against the outer
edges of the concrete.
Process Post-tensioning
1.Rolls of post-tensioning
cables
2. Pulling anchors
for post- tensioning cables
3.Positioned
post- tensioning cables
4. Post-tensioning cable ends
extending from freshly
poured concrete
5. Hydraulic Jack are used to
pull the Cables
Pre-tensioned pre-stressed concrete is usually
fabricated away from the job site in a pre-
stressing plant, whereas in post-tensioned pre-
stressed concrete the application of stressing
forces to the structure is done at the job-site.
Tensioning Devices
1. Mechanical devices: The mechanical devices generally
used include weights with or without lever transmission,
geared transmission in conjunction with pulley blocks,
screw jacks with or without gear devices and wire-winding
machines. These devices are employed mainly for
prestressing structural concrete components produced on
a mass scale in factory.
2. Hydraulic devices: These are simplest means for
producing large prestressing force, extensively used as
tensioning devices.
3. Electrical devices: The wires are electrically
heated and anchored before placing concrete in
the mould. This method is often referred to as
thermo-prestressing and used for tensioning of
steel wires and deformed bars.
4. Chemical devices: Expanding cements are
used and the degree of expansion is controlled
by varying the curing condition. Since the
expansive action of cement
Advantages of Prestressed
Concrete
• Lower construction cost
• Thinner slabs, which are especially important in high-rise
buildings where floor thickness savings can translate into
additional floors for the same or lower cost
• Fewer joints since the distance that can be spanned by
post-tensioned slabs exceeds that of reinforced construction
with the same thickness
• Longer span lengths increase the usable unencumbered
floorspace in buildings and parking structures
• Fewer joints lead to lower maintenance costs over the
design life of the structure, since joints are the major locus
of weakness in concrete buildings.
Disadvantages of Prestressed Concrete
• The major problem with prestressed concrete is that it
needs specialised construction machineries like jacks
anchorage etc.
• Advanced technical knowledge and strict supervision is
very important.
• For concrete prestressing, high tensile reinforcement bars
are needed which costs greater than generally used mild
steel reinforcement bars.
• Highly skilled labor is needed for prestressed concrete
constructions.
Thank You

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Prestressed Concrete

  • 2. • Pre-tensioning And Post-tensioning are the types of Prestressed Concrete. What is Prestressed Concrete ? • Concrete in which reinforcing steel bars are stretched and anchored to compress it and thus increase its resistance to stress.
  • 3. Main difference Between • Both utilizes the structural capabilities of steel and concrete. Concrete is very strong in compression, but relatively weak in tension. REINFORCED CONCRETE & PRE-STRESSED CONCRETE
  • 4. Ordinary Reinforced Concrete • Beam supports a load by developing compressive stresses at the top, but since the concrete cannot resist the tension at the bottom, it cracks there. • Reinforcing steel bars are placed within this tension zone to resist the tension and control the cracking.
  • 5. Pre-stressed Concrete • It involves the application of forces tending to bend and compress a concrete element in order to counteract bending which results from loading. • The forced applied is the tensioning or stretching of the steel component which usually in the form of high tensile strands, wires or bars.
  • 6. Reinforced Concrete Prestressed Concrete Before Loading Prestressed Concrete After Loading
  • 7. Pre-Tension & Post-Tension • These two differ in the method of stressing the elements. A description of the construction sequences will help bring out this difference.
  • 8. Pretension - Pre-stressed Concrete • The beams or elements are constructed on a stressing bed and stranded cable is placed between two buttresses anchored to a stressing bed which holds the force in the stretched cables. • After stretching the steel with hydraulic jacks, concrete is placed in forms around the cables and allowed to harden. When the concrete reaches sufficient strength, the pre-stress forced is transferred to the concrete by bond when the steel strand at the ends of the beam is cut loose from buttresses.
  • 9.
  • 11. Post-tensioned Pre-stressed concrete • Post tensioning is a technique for reinforcing concrete. • Steel cables inside plastic ducts or sleeves, are positioned in the forms before the concrete is placed. Afterwards, once the concrete has gained strength, the cables are pulled tight and anchored against the outer edges of the concrete.
  • 12. Process Post-tensioning 1.Rolls of post-tensioning cables
  • 13. 2. Pulling anchors for post- tensioning cables 3.Positioned post- tensioning cables
  • 14. 4. Post-tensioning cable ends extending from freshly poured concrete 5. Hydraulic Jack are used to pull the Cables
  • 15. Pre-tensioned pre-stressed concrete is usually fabricated away from the job site in a pre- stressing plant, whereas in post-tensioned pre- stressed concrete the application of stressing forces to the structure is done at the job-site.
  • 16. Tensioning Devices 1. Mechanical devices: The mechanical devices generally used include weights with or without lever transmission, geared transmission in conjunction with pulley blocks, screw jacks with or without gear devices and wire-winding machines. These devices are employed mainly for prestressing structural concrete components produced on a mass scale in factory. 2. Hydraulic devices: These are simplest means for producing large prestressing force, extensively used as tensioning devices.
  • 17. 3. Electrical devices: The wires are electrically heated and anchored before placing concrete in the mould. This method is often referred to as thermo-prestressing and used for tensioning of steel wires and deformed bars. 4. Chemical devices: Expanding cements are used and the degree of expansion is controlled by varying the curing condition. Since the expansive action of cement
  • 18. Advantages of Prestressed Concrete • Lower construction cost • Thinner slabs, which are especially important in high-rise buildings where floor thickness savings can translate into additional floors for the same or lower cost • Fewer joints since the distance that can be spanned by post-tensioned slabs exceeds that of reinforced construction with the same thickness • Longer span lengths increase the usable unencumbered floorspace in buildings and parking structures • Fewer joints lead to lower maintenance costs over the design life of the structure, since joints are the major locus of weakness in concrete buildings.
  • 19. Disadvantages of Prestressed Concrete • The major problem with prestressed concrete is that it needs specialised construction machineries like jacks anchorage etc. • Advanced technical knowledge and strict supervision is very important. • For concrete prestressing, high tensile reinforcement bars are needed which costs greater than generally used mild steel reinforcement bars. • Highly skilled labor is needed for prestressed concrete constructions.