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Repairing method of damaged foundation pile of high-pile wharf

A high-piled wharf and repair method technology, applied in sheet pile wall, foundation structure engineering, construction and other directions, can solve the problems of occupying a lot of shoreline, long construction period, large impact on wharf production, etc., and achieve reasonable structural design and normal work interference. small effect

Inactive Publication Date: 2013-06-05
CCCC WUHAN HARBOR ENG DESIGN & RES +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Both of the above two methods need to destroy the superstructure and then deal with the damaged pile foundation, which has the disadvantages of long construction period, large shoreline occupation, and great impact on wharf production.

Method used

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  • Repairing method of damaged foundation pile of high-pile wharf
  • Repairing method of damaged foundation pile of high-pile wharf
  • Repairing method of damaged foundation pile of high-pile wharf

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Embodiment Construction

[0028] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments to facilitate a clear understanding of the present invention, but they do not limit the present invention.

[0029] like figure 2 As shown, a method for repairing damaged foundation piles of a high pile wharf is characterized in that it comprises the following steps:

[0030] 1) The upper structure of the damaged foundation pile 12 transfers the self-weight of the structure to the undamaged foundation pile 20 on both sides through the pre-loaded pile force jacking system, so that the damaged foundation pile 12 is separated from its upper structure;

[0031] 2), chiseling off the pile cap between the damaged foundation pile 12 and its superstructure, so that there is a maintenance space 14 between the damaged foundation pile 12 and its superstructure;

[0032] 3), install the steel pile sleeve 15 on the periphery of the damaged section ...

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Abstract

The invention discloses a repairing method of a damaged foundation pile of a high-pile wharf and a pre-pile-adding force jacking system applied in the method. A jacking mechanism in the pre-pile-adding force jacking system is utilized to provide pre-pile-adding force for the whole system to transfer self gravity of the upper portion of the damaged section of the damaged foundation pile to the non-damaged foundation piles on two sides to enable the damaged section of the damaged foundation pile to deviate from the upper portion structure. In addition, the pre-pile-adding force jacking system is flexible in assembly and disassembly due to the fact that the system is of a beam system structure connected through a steel bar. The repairing method is reasonable in structure design, is capable of maintaining and processing the damaged section of the foundation pile under the condition that the upper structure of the damaged section of the foundation pile is not damaged, can achieve maintaining of the damaged section of the foundation pile in small space, and has small interference on normal working of other parts of the wharf.

Description

technical field [0001] The invention relates to the field of wharf maintenance and reinforcement, in particular to a method for repairing damaged foundation piles of a high-pile wharf. Background technique [0002] At present, due to the out-of-control ship hitting the berthing structure at the front of the high-piled wharf, the foundation piles at the front of the high-piled wharf are sheared and broken at the top of the pile, resulting in damage to the foundation piles of the high-piled wharf. There are two main types of repairs for this accident Methods, one is to use the pile supplement scheme, and the other is the pile connection scheme. [0003] The superstructure of the high-piled wharf will inevitably be damaged by the supplementary pile scheme, and because the position of the pile-pile is limited, this method needs to re-arrange the original high-piled wharf bent frame, which destroys the original design. The pile connection scheme is generally a method of setting ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/64E02D5/66E02D13/04
Inventor 张鸿李宗哲王孝兵李军兵熊彪胡国彪周龙
Owner CCCC WUHAN HARBOR ENG DESIGN & RES
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