Uploaded on: 2019-12-13 09:30:00 come from: Architectural design / Building node details / General node details
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A separate bridge is designed at ZK35+808 (YK35+769) of the contract section. The design mileage of the left track is from ZK35+540 to ZK36+076, with a total length of 536m and a central stake of ZK35+808; The design mileage of the right track starts from YK35+525 to YK36+013, with a total length of 488m, and the center mileage is YK35+769. The superstructure of the main bridge on the left line uses (4 × 40+4 × 40+5 × 40) m continuous T beam, and the superstructure of the main bridge on the right line uses (4 × 40+4 × 40+4 × 40) m continuous T beam, which is constructed by the method of "simple support first and continuous". The substructure on the left line uses double column, pile foundation, and the abutment uses U-shaped gravity abutment and expanded foundation; The substructure of the right line adopts double column and pile foundation, and the abutment adopts pile column abutment and U-shaped gravity abutment, pile foundation and expanded foundation.

 Detailed design of general structural nodes of prestressed reinforced concrete T-beam abutment approach slab - Figure 1

Detailed design of general structural nodes of prestressed reinforced concrete T-beam abutment approach slab - Figure 1

 Detailed design of general structural nodes of prestressed reinforced concrete T-beam abutment approach slab - Figure 2

Detailed design of general structural nodes of prestressed reinforced concrete T-beam abutment approach slab - Figure 2

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