An earthquake-resistant girder bridge pier
An anti-seismic type and pier technology, applied in bridges, bridge construction, bridge parts, etc., can solve the problems of limited seismic force dissipation effect and inapplicability, achieve good anti-seismic effect, facilitate repair, and improve the effect of compressive capacity
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Embodiment 1
[0043] Such as figure 1 The shown one kind of anti-seismic girder bridge pier includes an anti-seismic energy consumption section 1, a strengthened transition section 2 and a general pier body section 3 connected in sequence from bottom to top. The anti-seismic energy dissipation section 1 includes a core column 11 made of ultra-high performance concrete and a cladding layer 12 arranged outside the core column 11, the cladding layer 12, the reinforced transition section 2 and the general pier section 3 They are all made of ordinary concrete.
[0044] In this embodiment, an anti-seismic energy-dissipating section 1 is set at the bottom of the pier. The anti-seismic energy-consuming section 1 is composed of a core column 11 made of ultra-high performance concrete and a cladding layer 12 made of ordinary concrete. , the seismic energy dissipation section 1 is in the plastic hinge region, and the bending moment it receives is greater than that of the rest of the pier, and the for...
Embodiment 2
[0055] Such as image 3 , Figure 4 , Figure 5 , Figure 6 and Figure 7 As shown, the difference between this embodiment and Embodiment 1 is that in the pier of the earthquake-resistant girder bridge, a plurality of first vertical steel bars 13 are arranged in the cladding layer 12 and are used to connect a plurality of first vertical The first stirrup 14 connected to the steel bar 13, the reinforced transition section 2 is provided with a plurality of second vertical reinforcement 21 and a second stirrup for connecting a plurality of the second vertical reinforcement 21 22. A plurality of third vertical reinforcing bars 31 and third stirrups 32 for connecting the plurality of third vertical reinforcing bars 31 are arranged in the general pier section 3; the lower end of the second vertical reinforcing bars 21 It extends into the cladding layer 12 of the seismic energy dissipation section 1 and is connected to the upper end of the corresponding first vertical steel bar 1...
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