Bridge active deviation rectifying device adjacent to foundation pit and construction method thereof
A technology of correction device and foundation pit, which is applied in the direction of bridges, bridge maintenance, bridge reinforcement, etc., can solve the problems of not being suitable for bridges adjacent to foundation pits, lack of correction devices for bridges adjacent to foundation pits, etc., to ensure overall displacement and effective The effect of correcting deviation, improving flexibility and versatility, and improving installation convenience
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Embodiment 1
[0057] Such as figure 1 , 2 Shown is the bridge active correction device adjacent to the foundation pit of the present invention. Wherein, the support structure system of the foundation pit is composed of a support 11 , a waist beam 13 , a foundation pit retaining structure 17 and a local reinforcement module 1 . Such as image 3 , 4 As shown, the foundation pit retaining structure 17 is usually made up of the foundation pit enclosure structure 14 and the crown beam 12, sometimes the crown beam 12 is not needed. The local reinforcement module 1 is composed of transverse reinforcement steel beams 15 and vertical reinforcement steel plates 16 . The first transverse reinforcing steel beam 15 is arranged between the first supports 11 of the foundation pit, and the last two transverse reinforcing steel beams 15 are respectively arranged on the upper and lower surfaces of the waist beam 13 . One side flange of the transversely reinforced steel beam 15 is fixed to the vertically...
Embodiment 2
[0064] Such as Figure 16 As shown, the main difference between this embodiment and Embodiment 1 is that the usage scenarios are different. In this embodiment, there is an angle between the foundation pit and the main load-bearing block 33 of the cap hoop 8, and intelligent The jack 23 can effectively apply loads. Even when there is an angle between the foundation pit and the main bearing block 33 of the cap hoop 8, the device can still be used to correct the deviation, so that the device can adapt to various positional relationships between the foundation pit and the bridge. match.
Embodiment 3
[0066] Such as Figure 17 , 18 As shown, the main difference between this embodiment and Embodiment 1 is that the caps 6 are convex or other sizes and shapes, and can be adapted to caps 6 of different sizes and shapes through the flexible arrangement of the standard block 34 and the corner block 35, greatly Improve the versatility of the device.
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