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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

Active Publication Date: 2021-04-20
湖北省路桥集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this method often requires steel sheet pile protection for the highway subgrade of Baotong Road, which increases the construction cost virtually. Moreover, the long construction period of bored piles increases the difficulty of construction and traffic organization, and has a great impact on Baotong traffic.

Method used

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  • Existing roadbed-modified bridge at route intersection and construction method
  • Existing roadbed-modified bridge at route intersection and construction method
  • Existing roadbed-modified bridge at route intersection and construction method

Examples

Experimental program
Comparison scheme
Effect test

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.

...

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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Abstract

The invention relates to an existing roadbed-modified bridge at a route intersection. The existing roadbed-modified bridge comprises a bent cap, pile foundations, a newly-built road surface system and a bridge deck slab. The pile foundations are arranged on slopes on the two sides of an existing roadbed at the route intersection, the bent cap is arranged at the tops of the pile foundations, and the pile foundations and the bent cap form a pile foundation bent cap structure. The bridge deck slab is arranged on the bent cap, the newly-built road surface system in lap joint with an existing road surface system is arranged on the bridge deck slab, a channel with an inclined protection slope is arranged below the bridge deck slab, and a newly-built route penetrates through the channel; and a bent cap groove is dug in a closed expressway, and a T-shaped gap bridge is arranged on the dug bent cap groove. The construction method has the beneficial effects that compared with the traditional technology, the existing roadbed is changed into the bridge at the route intersection, pile and column integrated pile foundation construction is conducted on local excavation of the roadbed slope, secondary connection between piles and manufacturing of pier column steel formworks are avoided, the construction period is shortened, normal traffic is not affected, and the technical advantages are obvious.

Description

technical field [0001] The invention relates to the technical field of highway engineering, in particular to an existing roadbed at a route intersection and a construction method thereof. Background technique [0002] In recent years, with the continuous advancement of urbanization in our country, urban planning and construction have achieved unprecedented development, and the supporting transportation network has also become increasingly developed. It is inevitable that there will be many intersections between new road routes and existing road routes. Urban roads and expressway intersections can adopt two schemes: urban roads cross over or under expressways. When the subgrade of the existing road at the intersection is relatively low, the scheme of building a new upper-span bridge across the existing road is generally adopted; but when the filling height of the existing road subgrade at the intersection is relatively high, and the conditions for the new road to pass under ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D19/00E01C3/00E02D27/12
CPCY02A30/60
Inventor 何东桥向俊周超飞陈煜
Owner 湖北省路桥集团有限公司
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