Uploaded on: December 12, 2019 11:20:04 come from: Architectural design / Building node details / General node details
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2. The upper part of this bridge adopts 1 × 14m prestressed concrete hollow slab, and the lower abutment adopts double column abutment and pile foundation. 3. The design load is Class II highway, and the seismic peak acceleration is 0.2g. 4. The bridge deck transverse slope of 1.5% is formed by the bridge deck pavement thickness of 100~153mm, and the bridge deck pavement is made of C40W6 concrete. 5. A GQF-C20 expansion joint is set at the abutment of this bridge, and GYZ200 × 49mm plate rubber bearings are used at the abutment, totaling 24. 6. The channel slope and bottom of the bridge are protected and built within 15m of the bridge and upstream and downstream respectively, and 400mmM7.5 mortar rubble+300mm gravel cushion is used for the protection.   

 Detailed Design of 1 × 14m Prestressed Concrete Hollow Slab Abutment Pile Foundation Reinforcement Structure Node - Figure 1

Detailed Design of 1 × 14m Prestressed Concrete Hollow Slab Abutment Pile Foundation Reinforcement Structure Node - Figure 1

 Detailed Design of 1 × 14m Prestressed Concrete Hollow Slab Abutment Pile Foundation Reinforcement Structure Node - Figure 2

Detailed Design of 1 × 14m Prestressed Concrete Hollow Slab Abutment Pile Foundation Reinforcement Structure Node - Figure 2

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