Overhead full intercommunicated fly-over bridge in single layer
An interchange overpass, single-layer technology, applied in the directions of roads, roads, buildings, etc., can solve the problems of difficult operation and implementation, high compensation funds, large area, etc., and achieves compact structure, low construction cost, and gentle slope. Effect
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Embodiment 1
[0019] Such as figure 1 As shown, the overpass is set at the crossroads, and the crossroads are divided into four main line intersections: up, down, left, and right. Among them, the up and down directions are the main road 1 with a large traffic flow, and the left and right directions are the crossed roads 3. The overpasses are in four The intersection is at the same level as the arterial road surface and connected. The main line road 1 going straight through the overpass is a curved arch separation bridge 2. The height of the above-mentioned curved arch separation bridge 2 is the highest at the intersection of the main line road 1 and the horizontal projection of the crossed road 3, and the curved arch separation bridge 2 is from the highest point up and down. The direction adopts the ramp to gradually descend until it connects with the main road surface in direction 1 of the main road. There are half-slope overhead abutments 8 respectively on the crossed roads 3 in the left...
Embodiment 2
[0031] Because the ramp length of the curved arch separation bridge 2 should meet the regulations on the slope of the automobile road, the space height distance between the arc section 25 of the U-shaped ring road 24 and the curved arch separation bridge 2 will be guaranteed again, so the U-shaped ring road The length of 24 just needs to be longer, in order to shorten the length of U-shaped loop 24, carry out local modification on the structure of embodiment 1, as figure 2 As shown, the height of the circular arc section 25 of the U-shaped ring road 24 is higher than the height of the connecting platform 23, so that the upper and lower U-shaped ring roads 24 are combined to form a saddle shape riding on the main road 1. For this reason when entering the U-shaped ring road 24 from the connection platform 23, it is an uphill, and it is a downhill from the U-shaped ring road 24 to enter the connection platform 23, thereby the length of the U-shaped ring road 24 can be shortened. ...
Embodiment 3
[0034] like image 3 As shown, on the basis of the structure of Embodiment 1 and Embodiment 2, in order to reduce the U-turn distance of vehicles on the crossed road 3, U-turn isolation belts 26 are respectively arranged on the left and right connecting platforms 23 . The U-turn isolation belt 26 divides the connecting platform 23 into a straight transition lane 27 and a U-turn lane 28 between the upper U-shaped ring road 24 and the lower U-shaped ring road 24, which satisfies the requirements of the upper U-shaped ring road 24 and the lower U-shaped ring road. Going straight between 24 makes the vehicle that needs to turn around on the crossed road 3 drive on the connecting platform 23 from the entrance driveway, and then turn around and drive into the exit driveway through the turnaround driveway 28, reducing the detour on the U-shaped ring road 24.
[0035] If the topographical conditions permit or the needs of traffic development, it can also be image 3 As shown, on the ...
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