Construction Scheme of Chongqing Municipal Bridge Project
There are two major bridges in this project, namely, the bridge across the river and ditch (at K2+781 of the diversion section), and the bridge across the 210 line (at K0+511.424 of the connecting section). The bridge across the river and ditch is 130 meters long. The plane of this bridge is on a straight line, the longitudinal slope of the longitudinal section is 4.0% uphill, and it is arranged in a whole width. The maximum bridge height is 27m, the span is arranged as 3-40m prestressed concrete T-beam, the starting stake number of the bridge is K2+716.00, the ending stake number is K2+846.00, and the deck width is 22m. The abutment adopts gravity U-abutment, 0 # abutment adopts open cut foundation, 3 # abutment adopts cushion cap connected to pile foundation, and bored pile construction. Circular piers are used for bridge piers. The size of pier columns is 2.0m, and the pile diameter is 2.2m. The pile foundation is constructed with bored piles. This bridge adopts 10 parallel sections of equal height precast beams, with beam spacing of 2.2m, beam height of 2.5m and concrete grade of C50. The width of each cast-in-place wet joint of bridge deck is 0.5m, and the spacing between diaphragms is 6.5m. The bridge across G210 line is located on the connecting line between Zaoyuan Avenue and National Highway 210. It spans the existing G210 road, starting at the stake number of K0+485.924, and ending at the stake number of K0+537.124. The bridge is 51.2m long, 17m wide, and two-way four lane. The bridge type in the scheme adopts 40m fabricated simply supported prestressed T-beam, and the cross section is arranged as 8.5m (roadway) m+8.5m (roadway)=17m. 0 # abutment adopts gravity abutment to expand the foundation; Gravity abutment is adopted for 1 # abutment. Pile foundation of cushion cap is 2m in height and 1.5m in diameter.