Method for widening expressway at overpass
A technology for highways and flyovers, applied in roads, roads, climate change adaptation, etc., can solve problems such as large environmental impact, large land occupation, and complex engineering
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Embodiment 1
[0037] This embodiment widens the original road structure as shown in Figure 1 (a), specifically including the following steps:
[0038] S1: Construct a wall-type underground continuous structure at the original roadside on the widening side. As shown in Figure 1(b), the height of the original embankment in this embodiment is 5m. According to the calculation, the clearance of the widening part is less than about 1.5m, and the thickness of the pavement structure layer in the widening part is 0.8m. Therefore, the cantilever part of the underground continuous structure is about 2.3m. According to this Determination: The underground continuous structure adopts densely packed high-pressure jet grouting piles, which are convenient for construction. The diameter of the piles is 0.8m, the distance between piles is 0.6m, and the pile length is 6m. Before construction, auxiliary preparations such as traffic organization and safety warning signs for operating expressways should be done; ...
Embodiment 2
[0053] Embodiment 2: (when the overpass is located in the intercommunication area)
[0054] The upper-span bridge is an upper-span bridge in the intercommunication area. Since the entrance and exit ramps are located in the aforementioned transition section, and because the vertical alignment of the ramp leaving or entering the main road conflicts with the longitudinal alignment of the lanes that the main road gradually exits, if the The construction of vertical and horizontal slopes will cause unevenness on the road surface in the overlapping area, which cannot guarantee normal driving. In order to solve this problem, this example solves the problem by changing the entrance and exit of the ramp, moving the entrance and exit beyond the two ends of the lane divider in the same direction, so as to avoid the overlapping phenomenon; the specific implementation is to insert the step of changing the entrance and exit of the ramp before the aforementioned step S1. The construction met...
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Abstract
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