Construction method for cropping bridge pile foundation at sandy gravel stratum of abyssal region

A construction method and technology of sand and pebbles, applied in the direction of foundation structure engineering, sheet pile walls, buildings, etc., can solve the problems of high cost, time-consuming and laborious, etc., and achieve the effect of small project volume, reduced cost, and significant social and economic benefits

Inactive Publication Date: 2016-06-15
CHONGQING UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The above method is not only time-consuming and labor-intensive, but also very expensive
At the same time, this method is often subject to many restrictions for important areas where traffic cannot be affected, or when it is impossible to create another space to build temporary bridges

Method used

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  • Construction method for cropping bridge pile foundation at sandy gravel stratum of abyssal region
  • Construction method for cropping bridge pile foundation at sandy gravel stratum of abyssal region
  • Construction method for cropping bridge pile foundation at sandy gravel stratum of abyssal region

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Embodiment Construction

[0042] The preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

[0043] As shown in the figure, the construction method of cutting off the bridge pile foundation in the sand and pebble stratum in the deep water area of ​​the present invention mainly includes the following steps:

[0044] 1) Construction preparation: Combined with the project and on-site pipeline conditions, conduct a comprehensive investigation and analysis of the construction area; the analysis content includes engineering geology, groundwater conditions, and the buried depth, material and foundation type of underground pipelines within the scope of influence of the foundation pit. Design a safe and reliable pipeline protection scheme to avoid pipeline damage. The pipeline protection mainly adopts the suspension method.

[0045] 2) Foundation pit enclosure construction, the enclosure structure adopts the support system of enclosure pile...

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Abstract

The invention discloses a construction method for cropping a bridge pile foundation at a sandy gravel stratum of an abyssal region. A passive underpinning principle is adopted; firstly, an enclosing structure is constructed behind an existing bridge abutment by a certain distance, and a temporary cofferdam is constructed in a river, so that operation space is provided; an underpinning pile foundation and an underpinning bearing table are constructed in the enclosing structure, and dead loads of an existing bridge is transferred to an underpinning pile and the underpinning bearing table; and a pile breaking channel is dug below the underpinning bearing table, and the pile is finally removed with a manual hole digging method. According to the method, on the premise that the construction quality is guaranteed, the construction schedule can be quickened, the manufacturing cost is reduced, and influences of underpinning construction on existing buildings, pipes and ground transportation are reduced; and the construction method has the technical advancement and has social benefits and economic benefits.

Description

technical field [0001] The invention belongs to the field of bridge construction, and in particular relates to a construction method for cutting bridge pile foundations in sand and pebble strata in deep water areas. Background technique [0002] With the rapid development of my country's economy and the continuous improvement of underground engineering construction technology at home and abroad, the number and scale of urban underground engineering have reached a very high level. In order to strengthen inter-city traffic connections, especially in cities divided by rivers, lakes, and shallow seas, bridges were mainly used to connect various administrative areas in the city. With the advancement of underground engineering excavation technology and the development of mechanized equipment, major Cities began to use the shield method to construct tunnels across rivers or seas. When constructing shield tunnels in these waters, it is often encountered that the bridge pile foundat...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/48E02D27/52E02D27/14E02D9/00
CPCE02D27/48E02D9/00E02D27/14E02D27/52
Inventor 刘新荣李栋梁刘东双钟祖良李鹏
Owner CHONGQING UNIV
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