Bridge head highway subgrade structure
A subgrade and highway technology, applied in roads, roads, buildings, etc., can solve the problems of subgrade fission, poor functionality, lack of bearing stability, etc. Effect
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2020-12-04
Smart Images

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Abstract
Description
technical field
[0001] The invention relates to the technical field of roadbed structures, in particular to a bridgehead road roadbed structure. Background technique
[0002] The subgrade is the foundation of the track or road surface, and it is a geotechnical structure formed after excavation or filling. The main function of the subgrade is to provide the necessary conditions for the laying of the track or road surface and the operation of trains or trains, and to bear the static and dynamic loads of the track and rolling stock or the road surface and traffic loads, and at the same time transfer and spread the load to the depth of the foundation. On the longitudinal section, the roadbed must ensure the elevation required by the line; on the plane, the roadbed is connected with bridges and tunnels to form a complete and continuous line. In civil engineering, subgrade plays an important role in terms of construction quantity, floor area and investment. The subgrade is a str...
Examples
Embodiment Construction
[0030] The present invention will be described in detail below in conjunction with the accompanying drawings, so that those of ordinary skill in the art can implement it after referring to this specification.
[0031] Such as Figure 1-6 As shown, a roadbed structure at the head of a bridge includes: a roadbed main body 1, and a composite protective cushion layer 5 arranged inside the roadbed main body 1; a bearing surface layer 7, which is arranged on the upper surface of the roadbed main body 1, and The two ends of the bearing surface layer 7 are provided with curb bonding parts 2; the stone cushion layer 6 is arranged directly below the composite protective cushion layer 5, and the outer surface of the stone cushion layer 6 is provided with a stone wrap protection layer 17; The concrete cushion 9 is arranged in the middle of the bearing surface 7 and the stone cushion 6, and the lower end surface of the concrete cushion 9 is provided with a dense cushion 3.
[0032] In the...