A method for applying external prestress of assembled slab bridge
A technology of external prestressing and slab bridge body, which is applied in the direction of erection/assembly of bridges, bridge reinforcement, bridges, etc. It can solve the problems of large differences in the bearing capacity of the bridge slab in the same hole, difficulties in installing external cables, and decline in bearing capacity. Effects of reducing traffic impact, shortening construction period, and improving carrying capacity
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[0039] A 9m wide prestressed concrete hollow slab bridge, the deck has a net width of 8m, vertical horizontal, and a transverse slope of 1.5%. The upper structure is designed with standard drawings. The size of the designed bridge slab 8 is: length×width×thickness=1996cm×99cm×85cm , The load is highway-class II, the concrete number is C50, the rubber bearing 9 of φ200mm is 35mm in height, the cushion 10 is 11cm in height, the pre-camber is 40mm, and the shortest horizontal distance between the center line of the bearing 9 and the 8 end of the bridge slab is 21cm, the shortest horizontal distance between the center line of the support 9 and the edge of the cover beam 11 is 80cm, there is no requirement for the clearance under the bridge, and the 10h compressive strength of epoxy resin cement mortar reaches 40MPa;
[0040] See figure 1 , And number the bridge deck 8 from left to right facing the direction of the road, then the nine bridge decks 8 are called 1 # Board, 2 # Board, 3 ...
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