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The construction method of P.S.C beam
The repairing methods of P.S.C beam
which have been constructed were used by expxy resin injection,
introduction of additional prestress by external cable, and addition
of temporary support. However, These methods may cause the secondary
stress by displacement of the support, and not prevent from additional
crack and displacement with carelessness effectively, moreover they
need to drill the main girder and diaphragm complicatedly and cut
the top of the pier, so they have the disadvantages that take more
time and expenses to dispense various methods. Specially the loss
of prestress cause the bending crack and displacement, so it reduce
the stiffness of prestress and has a big effect on the endurance
and the serviceability, and it mars the appearance of the structure,
therefore We need effective methods.
Moreover, Existing method of constructing
P.S.C beams is the simple support systems, so big moment on the
positive moment section in the middle of the span is occurred by
pouring the slab concrete after the beam fixed, and compositive
action of beam and slab support only the lived load, therefore the
member can not be used properly.
Consequently, We introduce the design
method and construction method of the single P.S.C beam which can
make up for the problems that occur in the existing methods of P.S.C
beam.
The secondary prestressing method of simple and
continuous P.S.C beam
The secondary prestressing method of simple P.S.C beam by down-up
method
After the deck concrete has been
poured and cured in the state of that additional compressed stress
is introduced into the low flange by adopting hinged ends
as fixed ends and by the movable support downed on the simple beam
system, the method that introduce the negative moment stress into
deck concrete from fixed ends by upping the downed support.
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Steps of constructing |
The diagram and state of each
steps used by Down-up method |
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1. Bridge name : Ul-Dae Kyo (Eoi
Jeong Boo City Song choo )
2. Lenghth : 39M , Width : 15 M (
4 Line )
3. Design Load : DB24 & DL24
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Example |
Bridge Section
Fixed Section
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Detailed drawing |
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The secondary prestressing method of continuous P.S.C
beam by down-up method(separation of beam and pier)
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Steps of constructing |
The diagram and state of each
steps used by Down-up method after connecting two P.S.C
beams at the inner joint |
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The secondary prestressing method of continuous P.S.C
beam by down-up method(integrated of beam and pier)
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Steps of constructing |
The diagram and state of each
steps used by Down-up method after connecting two P.S.C
beams at the inner joint and integrating the beams with
pier |
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Detailed drawing |
Integrating connect P.S.C
beam and pier atthe inner joint |
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The secondary prestressing method of continuous 3
span P.S.C beam by down-up method(separation of beam and pier)
After the deck concrete has been
poured and cured in the state of that P.S.C beam has been linked
at each inner joints, and both end-joints at piers have been gotten
down, the method that introduce the compressing stress which is
against the tensioning stress that is occurred at the inner joints
after compositing the beam to the deck concrete by upping both downed
end joints.
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Steps of constructing |
The diagram and state of each
steps used by Down-up method after connecting each P.S.C
beams at the inner joint |
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The secondary prestressing method of continuous 3
span P.S.C beam by down-up method(integrated of beam and pier)
After the deck concrete has been
poured and cured in the state of that both end-joints at piers have
been gotten down after getting P.S.C beam linked at each inner joints,
and integrating it with the pier at the same time, the method that
introduce the compressing stress which is against the tensioning
stress that is occurred at the inner joints after compositing the
beam to the deck slab concrete by upping both downed end joints.
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Steps of constructing |
The diagram and state of each
steps used by Down-up method after connecting each P.S.C
beams at the inner joint and integrating the beams with
pier at the same time
(at
this time, The detail of the connection beam and pier
at the inner joint is same with the case of the continuous
2 span system) |
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