Pile driving limit frame and construction method for offshore wind power foundation pile sinking in intertidal zone

A technology of offshore wind power and limit frame, which is applied in foundation structure engineering, sheet pile walls, buildings, etc., can solve problems such as inability to effectively control verticality, extremely high rigidity requirements, and damage to pile holders, so as to ensure uniformity and Scientific, simplify the construction process, and ensure the effect of accuracy

Active Publication Date: 2016-02-24
天津港航工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the multi-pile pile holder of this technology has extremely high requirements on the rigidity of each component, and the impact force during the pile sinking process can easily damage the pile holder, and this technology only effectively solves the problem of multi-pile positioning, and cannot Effective control of the verticality of steel pipe piles during pile sinking

Method used

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  • Pile driving limit frame and construction method for offshore wind power foundation pile sinking in intertidal zone
  • Pile driving limit frame and construction method for offshore wind power foundation pile sinking in intertidal zone
  • Pile driving limit frame and construction method for offshore wind power foundation pile sinking in intertidal zone

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Embodiment Construction

[0032] The specific implementation of the present invention will be described in detail below in conjunction with preferred embodiments.

[0033] see attached Figure 1-6, a pile driving limit frame for offshore wind power foundation piles in the intertidal zone, including a central large steel column 1, a truss structure and several water storage tanks 7, and the central large steel column is fixed through the truss structure to form an overall limit frame frame, the truss structure includes a transverse truss 3 connecting the central large steel column and a small steel column, a transverse truss 4 connecting adjacent small steel columns at pile positions, and a longitudinal truss 5 between small steel columns at pile positions. A water container is provided in the position frame structure, and an operation platform 6 is provided on the overall limit frame structure, and a pile holding device 8 is installed on the operation platform and the water container. The cross-sectio...

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Abstract

The invention relates to a method for construction of intertidal zone offshore wind power multi-pile conduit frame foundation pile sinking. The method is characterized in that pile sinking positioning and perpendicularity control are performed on steel pipe piles through a piling limiting frame, and a floating crane hydraulic impact hammer setting on a beach is utilized to perform hanging up and beating for pile sinking. The method comprises the steps of performing steel pipe pile processing and marine transportation, performing ship positioning, leveling the beach face of a pile sinking area, placing the piling limiting frame, injecting water to a water containing cavity in the piling limiting frame, adjusting the levelness of the piling limiting frame, vertically lifting the steel pipe piles, inserting the steel pipe piles in a pile holding device of the piling limiting frame, utilizing a piling hammer for pile pressing and utilizing the piling hammer for pile sinking. The method has the advantages that the steel pipe piles are guided and limited through the piling limiting frame, pile sinking perpendicularity is guaranteed, accuracy of relative positions of the steel pipe piles of every foundation is guaranteed, construction of a whole fan foundation can be finished by one-time ship parking, a construction process is simplified, and construction efficiency is greatly improved.

Description

technical field [0001] The invention belongs to a construction method for pile foundations on water, and in particular relates to a pile-driving limit frame and a construction method for pile sinking of an offshore wind power foundation in an intertidal zone. Background technique [0002] As a kind of renewable clean energy, the development and utilization of wind energy resources has gradually received widespread attention, and the construction of wind farms has gradually developed from land to sea. At present, in terms of domestic offshore wind power planning, intertidal wind farms occupy a large share. Offshore wind power foundations mainly include low-pile high-pillar foundations, single-pile foundations, and multi-pile jacket foundations. [0003] The intertidal zone is a tidal flat that is submerged when the seawater reaches its highest tide and exposed when it recedes to a low tide. However, due to the low bearing capacity of the foundation and the submersion of the ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D13/04E02D7/06
Inventor 陈强张佩良刘凤松何福渤李德刚冯玉海陈桂义李伟易振费文源
Owner 天津港航工程有限公司
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