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A kind of anti-subsidence structure and construction method of bridge head pavement

An anti-subsidence and bridge abutment technology, applied in the direction of infrastructure engineering, roads, bridges, etc., to achieve good support effect, firm fixation and good protection effect

Active Publication Date: 2021-06-29
河北建太工程设计有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In view of the deficiencies in the prior art, the purpose of the present invention is to provide a bridge head road surface anti-settling structure and construction method, which can reduce the structural damage to the lapping board, alleviate the unbalanced settlement of the road surface and the bridge surface, and protect the safety of the road surface structure whole

Method used

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  • A kind of anti-subsidence structure and construction method of bridge head pavement
  • A kind of anti-subsidence structure and construction method of bridge head pavement
  • A kind of anti-subsidence structure and construction method of bridge head pavement

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Embodiment Construction

[0042] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0043] refer to figure 1 , is a kind of anti-settling structure of the bridge head road surface disclosed by the present invention, including a bridge 1 , an abutment 2 arranged at one end of the bridge 1 , a block 3 arranged at the other end of the bridge 1 , and a branch set under the bridge 1 . Partition 4.

[0044] The board 1 is arranged on the subgrade corresponding to the bridge heads at both ends along the extension direction of the bridge. The board 1 is set as a rectangular reinforced concrete with a steel cage inside. The two ends of the lower surface of the board 1 are provided with a slot 11. The slot 11 The opening is downward, the notch is set as an arc surface, and the two ends penetrate to the both sides of the strapping plate 1. A foundation pit is dug on the subgrade at the lower part of the slab 1, and a backfill layer 5 is arranged in t...

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Abstract

The present invention relates to an anti-settling structure for bridgehead pavement, which comprises a bridgehead, an abutment arranged at one end of the bridge, a blocking platform arranged at the other end of the bridge, and a partition plate arranged under the bridge; The extension direction is set on the subgrade at the bridge head, and the bottom of the abutment is provided with a backfill layer; the abutment is arranged at the bridge head, and a bridge is placed on one side of it, and the other side is connected with the abutment; the abutment is vertical to the bridge It is set in the extension direction and is located below the end of the strapping board, and the strapping board is overlapped on the block platform; several partition boards are arranged along the extension direction of the bridge to divide the packing layer behind the platform into several areas, and the partition board The top of the board abuts against the upper surface of the board. The structure and construction method of the present invention can reduce the structural damage to the slab, alleviate the unbalanced settlement of the road surface and the bridge surface, and protect the safety and integrity of the road surface structure.

Description

technical field [0001] The invention relates to the technical field of road and bridge engineering, in particular to a bridge head road surface anti-settling structure and a construction method. Background technique [0002] At present, in bridge construction, the joint position between the road and the bridge head usually results in differential settlement between the road surface and the bridge deck due to the difference in the foundation stiffness of the subgrade pavement and the bridge structure. The subsidence of bridgehead road foundation, especially in the area with poor natural foundation soil quality, plays a major role in the settlement of the whole embankment. Due to the high water content of the soil, relatively large voids, and low natural bearing capacity in these areas with poor soil quality, the subgrade of the road filled at the bridge head is relatively high, which is prone to settlement, resulting in a large settlement height of the road surface and a smal...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01C3/04E01C5/08E02D3/00E01D19/02E01D101/24
CPCE01C3/006E01C3/04E01C5/08E01C5/085E01D19/02E01D2101/24E02D3/005E02D2300/0084
Inventor 曹博仁王海艳刘洋吴非刘洪岐王森王东邸志乾张慧杰李芳云谭亚娟
Owner 河北建太工程设计有限公司
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