Existing roadbed-modified bridge at route intersection and construction method
An intersection and route technology, applied in the direction of bridges, bridge parts, bridge construction, etc., can solve the problems of long construction period of bored piles, increased construction and traffic organization, and great influence on traffic, so as to eliminate the impact of excavation. The effect of traffic impact, shortening construction period, and small traffic impact
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Embodiment 1
[0032] The existing subgrade-reformed bridge at the intersection of the routes includes the pile foundation 2 arranged on the slopes on both sides of the existing subgrade 8 at the intersection of the routes and the cover beam 1 arranged on the top of the pile foundation 2 to form a pile foundation cover beam structure; And the bridge deck 4 arranged on the cover beam 1 and the newly-built road surface system 3 arranged on the bridge deck 4 and overlapping with the existing road surface system 7, and then rationally slope and excavate the subgrade to be excavated under the bridge deck 4 12 forms a channel with slope protection 5, which can be crossed by the new route 6.
[0033] The pile foundation 2 is an integrated pile structure.
[0034] The cover beam 1, the excavation of the existing pavement system 7, the bridge deck 4 and the new pavement system 3 are all constructed under the condition that the half width of the road is closed and the half width is two-way traffic.
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Embodiment 2
[0039] The construction method of existing subgrade to bridge at the intersection of described routes comprises the following steps:
[0040] 1) if image 3 As shown, part of the slope excavation is carried out on both sides of the existing subgrade 8 at the intersection of the routes to form a side slope excavation 9, and then the construction of the pile foundation 2 of the bridge is carried out, and drilling and pouring is carried out in the area of the partial side slope excavation. The construction of the pile (integrated pile) completes the pile foundation 2 operation.
[0041] 2) if Figure 4 , Figure 5 As shown, the cover beam groove 10 is excavated on the highway that closes one section, and is dug to the elevation position of the bottom of the cover beam 1, and a T-shaped bridge 11 is set on the cover beam groove 10 to resume traffic, and another section is carried out. The cover beam groove 10 is excavated so that the cover beam groove 10 is connected with the...
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