Underwater buoyancy tank separation structure and separation method suitable for hexagonal barrel type foundation overwater prefabricated platform

A technology of cylindrical foundation and separation structure, which is applied to underwater structures, foundation structure engineering, water conservancy projects, etc., can solve the problems of restricting the direction of transfer and removal of cylindrical foundations, and the inability of floating ships to enter, etc. The effect of reusable, safe and efficient transfer

Active Publication Date: 2021-11-30
TIANJIN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to solve the problem that the existence of the existing large-size buoyancy tanks restricts the transfer and removal direction of the cylindrical foundation, and prevents floating ships from entering the upper part of the prefabricated platform on the water. For the problem of foundation connection, provide a structure and separation method suitable for the separation of the main part of the offshore prefabricated platform of the hexagonal cylindrical foundation and the underwater buoyancy tank. This method can realize safe and efficient transfer of the hexagonal cylindrical foundation, and effectively utilize Platform construction operation space

Method used

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  • Underwater buoyancy tank separation structure and separation method suitable for hexagonal barrel type foundation overwater prefabricated platform
  • Underwater buoyancy tank separation structure and separation method suitable for hexagonal barrel type foundation overwater prefabricated platform
  • Underwater buoyancy tank separation structure and separation method suitable for hexagonal barrel type foundation overwater prefabricated platform

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Embodiment 1

[0032] Such as Figures 1 to 10 As shown, an underwater floating tank separation structure suitable for a prefabricated platform on a hexagonal cylindrical foundation, the structure includes a main platform 1, a permanent dry cabin 2, a separate floating tank 3, buckles 4, and racks 5 , air cushion 6 and roller 7.

[0033] Such as Figure 1 to Figure 3 As shown, the four corners of the main body platform are each provided with a permanent dry compartment 2 for placing a detached pontoon, and the bottom of the opposite side of the detached pontoon 3 is respectively provided with a bayonet rack 5 (such as figure 2 with 3 As shown), a group of rollers 7 are respectively installed on the lower part of the card racks, and a brake device (omitted in the figure) is also arranged on the rollers, and a position corresponding to each card rack on the permanent dry cabin is respectively provided with a card rack The matching buckle 4 has a buckle slot corresponding to each tooth at t...

Embodiment 2

[0037] A method for separating underwater floating tanks suitable for prefabricated platforms above water with hexagonal cylindrical foundations, comprising:

[0038] 1. When the prefabricated platform on the water is floated as a whole, the separate buoyancy box moves to the buckle position on the permanent dry cabin under the action of the rollers, and the position is adjusted to reach all the teeth on the rack and the buckle. The buckle slots can be meshed with each other. At this time, the interior of the air cushion is inflated, and the jacking separation buoy box moves upward to make the rack and buckle mesh with each other, the roller brakes, and the air valve of the air cushion closes;

[0039] 2. When the platform arrives at the prefabricated site, the platform is in a floating state, and the tubular foundation tube skirt part is constructed (see Figure 5 ), as the weight of the upper structure of the platform increases, the draft of the platform increases gradually;...

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Abstract

The invention discloses an underwater buoyancy tank separation structure and separation method suitable for a hexagonal barrel type foundation overwater prefabricated platform. The underwater buoyancy tank separation structure comprises a main body platform, the four corners of the main body platform are respectively provided with a permanent dry cabin, the lower parts of separation type buoyancy tanks are provided with a clamping rack, the lower part of the clamping rack is provided with a group of rollers, the permanent dry cabin is provided with a buckle matched with the clamping rack at a position corresponding to the clamping rack, and an air cushion is also arranged between the permanent dry cabin and a separation type buoyancy tank. According to the underwater buoyancy tank separation structure and separation method suitable for the hexagonal barrel type foundation overwater prefabricated platform, the mode that the separation type buoyancy tanks are transferred from the platform is adopted, the use space of the platform can be fully utilized, the construction cost of the platform is saved, meanwhile, the risk of transferring a barrel type foundation is reduced, the operation that two floating body structures of a floating ship and the hexagonal barrel type foundation are connected in the floating state in water is avoided, and foundation transferring is more efficient and safer. Meanwhile, auxiliary devices for transferring the hexagonal cylindrical type foundation are reduced, so that the foundation transferring operation is more convenient, and the cost is lower. In addition, a separation type buoyancy tank device is simple in structure and can be repeatedly used.

Description

technical field [0001] The invention relates to the technical field of offshore wind power, and is a method suitable for separating the main part of a hexagonal cylindrical foundation offshore prefabricated platform from a buoyancy tank, realizing safe and fast transfer of the hexagonal cylindrical foundation out of the prefabricated platform, and convenient transportation. Background technique [0002] Wind energy is the most competitive renewable clean energy. In particular, offshore wind energy has the characteristics of rich resources and high quality, and has been rapidly developed and utilized in the past 20 years. As the development of offshore wind resources cannot meet the growing demand for energy, offshore wind power will gradually develop in the deep sea. [0003] The traditional foundation form cannot meet the requirements under the complex wind, wave, current and other environmental conditions in the deep sea. The type basis is proposed. The basic structure ...

Claims

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Application Information

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IPC IPC(8): E02B17/00E02D27/00
CPCE02B17/00E02D27/00E02B2017/0043Y02E10/727
Inventor 练继建曹政董霄峰刘畅博
Owner TIANJIN UNIV
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