The invention relates to a setting technology of second-phase pre-stressed tendons in a
straddle type single-traffic-track
girder bridge, and belongs to the technical field of
bridge engineering. The setting technology of the second-phase pre-stressed tendons in the
straddle type single-traffic-track
girder bridge is applied to all sorts of
straddle type single-track traffic such as light-sized straddle type single-track traffic, middle-sized straddle type single-track traffic and heavy-sized straddle type single-track traffic. A simple support change continuous
system or a simple support change rigid framework
system or a simple support change continuous rigid framework
system is adopted in the straddle type single-track traffic, after
system transformation, curve-type second-phase pre-stressed tendons with the general length are arranged in a series of N spans of the track
girder bridge, and second-phase pre-stressing force is applied. The second-phase pre-stressed tendons not only need to be arranged in a
hogging moment area of the wet joints of secondary
abutment piers and middle piers but also need to be arranged in a sagging moment area of the wet joints of the secondary
abutment piers and the middle piers. The setting technology of the second-phase pre-stressed tendons in the straddle type single-traffic-track girder bridge effectively solves the problems that large tensile stress can be generated easily on the anchoring outer sides of the second-phase pre-stressed tendons in an upper structure of a bridge, and the phenomena of
cracking and crack propagation can happen, the durability of the structure is improved, construction is convenient, construction period is short, and obvious economical efficiency is achieved.