Pile composite structure construction method for controlling differential settlement of high-speed railway bridge transition section

A construction method and technology of combined structure, which can be used in basic structure engineering, roads, sheet pile walls, etc., can solve the problems of uneven longitudinal settlement, poor transition, restricting the speed of trains, etc., and achieve the effect of improving the ride comfort.
CN110952389AInactive Publication Date: 2020-04-03TONGJI UNIV

Patent Information

Authority / Receiving Office
CN ยท China
Patent Type
Applications(China)
Current Assignee / Owner
TONGJI UNIV
Publication Date
2020-04-03
Estimated Expiration
Not applicable ยท inactive patent

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Abstract

The invention relates to a pile composite structure construction method for controlling differential settlement of a high-speed railway bridge transition section, which comprises the following steps:S1, leveling a construction site, and dividing the high-speed railway bridge transition section into a near abutment and a far abutment; s2, installing a reinforced concrete piled raft structure on the foundation close to the bridge abutment; s3, installing a plain concrete pile net structure on the foundation far away from the bridge abutment; s4, rolling the roadbed filler layer by layer, and filling the filler to the top of the roadbed bed bottom layer of the road and bridge transition section; s5, mounting a cement mixing pile structure at the top of the bottom layer of the roadbed bed ofthe road and bridge transition section; and S6, completing the filling of the roadbed surface layer of the road and bridge transition section. Compared with the prior art, the cement mixing piles on the roadbed are combined with the reinforced concrete piled raft structure and the plain concrete piled net structure on the foundation treatment; by combining the longitudinal pile spacing with transition change, longitudinal differential settlement of the road and bridge transition section can be effectively controlled, rigid transition can be realized without filling of a forward trapezoidal roadbed and an inverted trapezoidal roadbed, and the construction quality is ensured.
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Description

technical field

[0001] The invention relates to the technical field of high-speed railway construction, in particular to a pile composite structure construction method for controlling uneven settlement of transition sections of high-speed railway bridges. Background technique

[0002] With the continuous advancement of railway technology, it will be the future development trend to continue to increase the speed of passenger trains and increase the transport capacity of freight trains. For high-speed railways, setting up road-bridge transition sections at the junction of roadbeds and bridges can gradually change the track stiffness. When the train passes at high speed, it can reduce the vibration of the train and the line, thereby slowing down the deformation of the line structure. Therefore, the road-bridge transition section is a key link in the design and construction of high-speed railways.

[0003] However, the road-bridge transition section also restricts the further sp...

Claims

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