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Pile-column-frame-spring-combined bridge-road transition section structure separated from abutment

A transition section and combined technology, which is applied in the direction of basic structure engineering, bridges, bridge parts, etc., can solve the problems of reducing the transition section and cannot radically solve the settlement difference of the transition area, so as to reduce the settlement difference, prevent secondary settlement, overcome The effect of excess weight

Inactive Publication Date: 2016-06-01
中国铁路兰州局集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The technical problem to be solved by the present invention is to provide a pile frame spring combined bridge transition section structure separated from the abutment; this structure can greatly reduce the settlement of the transition section and improve the overall stability of the transition section to solve the current Existing technologies cannot radically solve the problem of settlement differences in bridge (or tunnel, culvert) road transition areas

Method used

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  • Pile-column-frame-spring-combined bridge-road transition section structure separated from abutment

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Embodiment Construction

[0015] The present invention will be further described below in conjunction with the accompanying drawings. Such as figure 1 Shown: a pile-frame-spring-combined bridge-road transition section structure separated from the abutment, including foundation 11, abutment 1, beam body 10 and road base body 9, as well as piles behind the abutment 5, reinforced concrete frame and spring beams 7; post-abutment piles 5 are fixed behind the abutment 1, and the reinforced concrete frame includes a reinforced concrete prefabricated horizontal slab 2 and a reinforced concrete prefabricated diagonal brace 3; Connected by the first high-strength hinged bolt 4, the reinforced concrete prefabricated slanted brace 3 is connected with the lower part of the post pile 5 by the second high-strength hinged bolt 12, and the other end of the reinforced concrete prefabricated horizontal slab 2 is connected with the reinforced concrete prefabricated slanted brace 3 One end is connected by the third high-s...

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Abstract

The invention discloses a pile column, framework and spring combined bridge-road transition section structure separated from a bridge abutment. The pile column, framework and spring combined bridge-road transition section structure comprises the bridge abutment, a beam body, a roadbed body, a pile column behind the abutment, a reinforced concrete framework and a spring bundle, wherein the pile column behind the abutment is fixedly arranged behind the bridge abutment; the reinforced concrete framework comprises a reinforced concrete prefabricated horizontal plate and a reinforced concrete prefabricated diagonal bracing plate; the reinforced concrete prefabricated horizontal plate and the upper end of the pile column behind the abutment are connected by a first high-strength hinged bolt; the reinforced concrete prefabricated diagonal bracing plate and the lower part of the pile column of the abutment are connected by a second high-strength hinged bolt; the other end of the reinforced concrete prefabricated horizontal plate and the other end of the reinforced concrete prefabricated diagonal bracing plate are connected by a third high-strength hinged bolt; the reinforced concrete prefabricated diagonal bracing plate is fixed on the roadbed body in an attaching manner; the spring bundle is arranged between the reinforced concrete prefabricated horizontal plate and the reinforced concrete prefabricated diagonal bracing plate. According to the pile column, framework and spring combined bridge-road transition section structure, the technical problem that settlement difference exists among special-shaped structures due to rigidity difference in a traffic line is solved, and the settlement of a transition area is controlled by the concrete framework and the spring bundle.

Description

technical field [0001] The invention relates to the technical field of bridge embankment settlement difference control in traffic engineering, in particular to a pile frame spring combined bridge-road transition section structure separated from an abutment. Background technique [0002] In the field of traffic engineering, whether it is a highway or a railway, the problem of the bridge (or tunnel, culvert) road transition is like a persistent disease that recurs and cannot be completely cured. The "jumping" phenomenon at the bridge head caused by the difference in settlement between the abutment (tunnel or culvert) and the roadbed seriously affects the driving comfort, reduces the vehicle speed and the traffic capacity of the road, and with the further settlement Increase, increase the damage to vehicles and abutment structures, and bring huge potential safety hazards to driving safety. [0003] For a traffic line composed of bridges, tunnels, culverts, roadbeds and other s...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/00E02D27/42
CPCE01D19/00E01D19/02E02D27/42
Inventor 黄志军徐实宋小齐陈云峰蔺永春高以键吴云天李育红盛世勇刘永宁乔建国
Owner 中国铁路兰州局集团有限公司
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