Method for reinforcing post-earthquake pier by fusing arc flanking column based on non-intensified damaged area
A non-reinforced, arc-shaped technology, applied in the direction of bridge reinforcement, bridges, bridge parts, etc., can solve the problems of difficult to determine the reinforcement increment, reinforcement-damage, difficulty, etc., to achieve the reduction of permanent residual deformation, good energy consumption characteristics, The effect of bearing capacity guarantee
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[0018] The present invention will be described in detail below with reference to the accompanying drawings. The specific embodiments are only used to further illustrate the present invention in detail, and do not limit the protection scope of the claims of the present application.
[0019] A method for strengthening post-earthquake bridge piers based on fusion of curved wing columns in non-strengthened damaged areas, comprising the following steps:
[0020] The first step is to straighten the pier 1 after the earthquake damage, that is, the displacement of the top of the pier is 0, remove the broken concrete in the plastic hinge area 8, straighten the yielding steel bars, and cut off the severely bent steel bars in the plastic hinge area 8. . Cement mortar is poured into the plastic hinge area 8, epoxy resin coating is applied to the exposed steel bars, and the curing is carried out under natural conditions.
[0021] In the second step, after the cement mortar to be poured r...
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