Anti-overturning flexible reinforcing structure for single-column pier
A technology for strengthening structure and anti-overturning, applied in the direction of bridge reinforcement, bridge erection/assembly, bridge maintenance, etc., can solve the problems of difficult maintenance, high cost, increase cost, etc., and achieve low maintenance difficulty and high tensile strength. , the effect of less steel consumption
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Embodiment 1
[0036] Embodiment 1: as Figure 1-Figure 2 As shown, a single-column pier anti-overturning flexible reinforcement structure is drilled on both sides of the box girder 200, and a prestressed tendon cable 3 is penetrated from the upper anchor block 1 on one side of the box girder 200, and anchored through the lower part. The block 2 is turned in a U shape and passed through the upper anchor block 1 on the other side of the box girder 200, and the two ends of the prestressed tendons 3 are anchored to the upper anchor block 1 at the two ends of the box girder 200 with the end anchorage 4 In the middle, the lower anchor block 2 is formed as a whole with the pier 100 by planting bars in the middle of the pier body of the pier 100, and a group of single-column pier anti-overturning flexible reinforcement structures are respectively arranged on both sides of the pier 100 along the bridge direction, and the box girder 200 1, the prestressed tendons 3 on both sides and the piers 100 for...
Embodiment 2
[0037] Embodiment 2: as Figure 3-Figure 4As shown, a single-column pier anti-overturning flexible reinforcement structure is drilled on both sides of the box girder 200, and two prestressed tendons 3 are respectively penetrated from the upper anchor blocks 1 on both sides of the box girder 200, and the lower The anchor block 2 passes through, and the prestressed tendons 3 on both sides are cross-anchored to the lower anchor block 2 in an X shape, and the two ends of the prestressed tendons 3 are anchored to the upper anchor block 1 and the lower anchor block 2 with the end anchorage 4 , and the lower anchor block 2 forms a whole with the pier 100 by planting bars in the middle of the pier body of the pier 100. A group of single-column pier anti-overturning flexible reinforcement structures are respectively arranged on both sides of the pier 100. The box girder 200 and the two sides of the pier The prestressed tendons 3 and the pier 100 form an internal self-balancing force be...
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