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Pile holding frame, and high-rise pile cap foundation installation system suitable for very shallow water areas

A technology of pile frame and base body is applied in the field of high pile cap foundation installation system, which can solve the problems of high cost and so on.

Pending Publication Date: 2020-10-20
HUADIAN HEAVY IND CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The hull structure of traditional piling ships is single-layer bottom (that is, there is only one layer at the bottom of the ship). If the bottom of the ship is leaked by obstacles (such as rocks), the consequences will be serious, and it will cost a lot to transform it into a double bottom.
In addition, piling ships generally have a relatively deep draft, and some places with shallow water depths (about 2m) cannot take advantage of the tide to enter

Method used

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  • Pile holding frame, and high-rise pile cap foundation installation system suitable for very shallow water areas
  • Pile holding frame, and high-rise pile cap foundation installation system suitable for very shallow water areas
  • Pile holding frame, and high-rise pile cap foundation installation system suitable for very shallow water areas

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] Such as Figure 1 to Figure 4 As shown, a pile holding frame provided for this embodiment includes: a base body 1; and several guide cylinders 2 and negative pressure cylinders 3 respectively arranged on the base body 1; wherein the negative pressure cylinder 3 is located below the guide cylinder 2, and It is set in a misplaced position with the guide cylinder 2. The pile-holding frame in this embodiment utilizes the negative pressure cylinder 3 to fix the pile-holding frame as a whole during use. After the negative-pressure cylinder 3 has fixed the pile-holding frame, the guide cylinder 2 can be used to install steel piles, etc., to realize The positioning function is realized for the pile sinking in the high pile cap foundation, so as to facilitate the construction of the high pile cap foundation.

[0038] The working principle of the negative pressure cylinder 3 is to extract the water and air in the cylinder to the outside, so as to gradually reduce the pressure in...

Embodiment 2

[0051] This embodiment provides a high pile cap foundation installation system suitable for extremely shallow waters, including the pile holding frame described in any one of the above embodiments, and has all its technical advantages, which will not be repeated here A repeat.

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Abstract

The invention relates to the technical field of wind power generation equipment, and specifically relates to a pile holding frame, and a high-rise pile cap foundation installation system suitable forvery shallow water areas. The pile holding frame comprises a base body, and several guide cylinders and negative pressure cylinders respectively arranged on the base body, wherein the negative pressure cylinders are located under the guide cylinders and arranged in a staggered form with the guide cylinders. In use, the pile holding frame provided by the invention is integrally fixed through the negative pressure cylinders, after the negative pressure cylinders fix the pile holding frame well, the guide cylinders can be used for installing steel piles and so on, thus, a positioning function forpile sinking in the high-rise pile cap foundation can be realized, and construction of the high-rise pile cap foundation is facilitated.

Description

technical field [0001] The invention relates to the technical field of wind power generation equipment, in particular to a pile holding frame and a high pile cap foundation installation system suitable for extremely shallow waters. Background technique [0002] At this stage, the development and construction of domestic offshore wind power is gradually entering the fast lane, and some offshore wind power projects need to face the problem of deep or even extremely shallow water (ships can only enter the construction site during the tide and need to sit on the beach for construction). Especially in some areas of offshore wind power geology, the soil cover layer is shallow and there are rock formations below. At present, for this geological situation with rock formations below, the most mature foundation solution for offshore wind power is the high pile cap foundation. [0003] However, the pile sinking of the high pile cap foundation in extremely shallow waters requires the us...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D13/04E02D27/14E02D27/42E02D27/52F03D13/25F03D13/10
CPCF03D13/22E02D13/04E02D27/14E02D27/42E02D27/52F03D13/25F03D13/10Y02E10/72Y02E10/727Y02E10/728
Inventor 张健翔王小合王怀明谢锦婷孔德煌崔文涛于嘉宪凯罗玉涛
Owner HUADIAN HEAVY IND CO LTD
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