CN110409484A - A kind of novel fan basis sacrificial anode installation method - Google Patents

A kind of novel fan basis sacrificial anode installation method Download PDF

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Publication number
CN110409484A
CN110409484A CN201910531604.1A CN201910531604A CN110409484A CN 110409484 A CN110409484 A CN 110409484A CN 201910531604 A CN201910531604 A CN 201910531604A CN 110409484 A CN110409484 A CN 110409484A
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CN
China
Prior art keywords
sacrificial anode
steel
pipe pile
blocks
cage
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Pending
Application number
CN201910531604.1A
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Chinese (zh)
Inventor
贾爱庆
徐成根
陈忠良
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China Guangdong Rudong Offshore Wind Power Co Ltd
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China Guangdong Rudong Offshore Wind Power Co Ltd
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Publication date
Application filed by China Guangdong Rudong Offshore Wind Power Co Ltd filed Critical China Guangdong Rudong Offshore Wind Power Co Ltd
Priority to CN201910531604.1A priority Critical patent/CN110409484A/en
Publication of CN110409484A publication Critical patent/CN110409484A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Prevention Of Electric Corrosion (AREA)

Abstract

The invention discloses a kind of novel fan basis sacrificial anode installation methods, including following installation steps: (1) with two blocks of semicircle steel plates for one group, the both ends of several sacrificial anode blocks being welded with two blocks of semicircle steel plates respectively, so make two groups of semicircular sleeve cages;(2) steel-pipe pile of non-installation of sacrifice anode block carries out pile sinking;(3) two groups of semicircular sleeve cages are transferred into bracket position close to steel-pipe pile, and is mated under water;(4) two groups of semicircular sleeve cages are mated by the set cage overall structure of composition using bolt and steel-pipe pile fastens;(5) electrical communication welding is carried out between set cage overall structure and steel-pipe pile pile body.Sacrificial anode block is welded more than the water surface with set cage, and the working strength that sacrificial anode block is welded below the water surface is reduced;Later maintenance, replacement are convenient, only need to unclamp connection bolt, when playing hanging sleeve cage, that is, peelable electrical connection weld, and integral replacing process working strength is smaller, reduces the labor intensity of worker.

Description

A kind of novel fan basis sacrificial anode installation method
Technical field
The present invention relates to metal material anticorrosion fields, and in particular to a kind of novel fan basis sacrificial anode installation side Method.
Background technique
The iron foot of sacrificial anode block is generally welded on steel when carrying out galvanic anode protection by blower foundation steel-pipe pile On tubular pole.Application No. is 2012100321802 patents to provide for a kind of intertidal steel structure blower foundation sacrificial anode block peace Dress technique implements welding using the leg and steel-pipe pile outer wall of sacrificial anode block and plays cathodic protection to blower foundation.Use this Kind method replaces larger workload after having the drawback that corrosion, need to cut off sacrificial anode block and hang in new sacrificial anode again Block carries out Underwater Welding, and construction intensity is big, and underwater visibility, the bottom of compared with, welding quality cannot be guaranteed;Using straight in land It connects and welds the method that sacrificial anode block is driven piles again on steel-pipe pile, sacrificial anode block also can be in subsequent high-energy hydraulic vibration It shakes and falls off during hammer pile driving by vibration.
Summary of the invention
To overcome defect of the existing technology, the present invention provides a kind of novel fan basis sacrificial anode installation sides Method, by sacrificial anode block welding to the set cage being made of two blocks of steel plates, then by the set cage for being welded with sacrificial anode block transfer to Steel pipe pile bracket position provides more effective solution scheme in order to solve the above problem.
The present invention adopts the following technical scheme that solve the above problems: a kind of installation of novel fan basis sacrificial anode Method, which is characterized in that specific installation method includes the following steps:
(1) it uses two blocks of semicircle steel plates for one group, one end of several sacrificial anode blocks is welded to one of semicircle steel plate On, corresponding be welded on another block of semicircle steel plate of the other end of several sacrificial anode blocks is one group of semicircular sleeve cage, is welded Two blocks of half rounds plates of sacrificial anode block are axially symmetric, make two groups of semicircular sleeve cages according to the method described above;
(2) steel-pipe pile of non-installation of sacrifice anode block is subjected to pile sinking and squeezes into seabed;
(3) the semicircular sleeve cage inner wall of the good sacrificial anode block of two group weldings is transferred into bracket position close to steel-pipe pile, and under water It is mated, two groups of semicircular sleeve cage bottom ends are supported on bracket and no longer glide;
(4) two groups of semicircular sleeve cages are mated by the set cage overall structure of composition using bolt and steel-pipe pile fastens;
(5) carry out electrical communication welding between set cage overall structure and steel-pipe pile pile body, four blocks of semicircle steel plates and steel-pipe pile it Between be both needed to carry out electrical communication welding.
In above-mentioned technical proposal, wherein be provided with bolt hole on semicircle steel plate described in step (1).
Wherein, bolt described in step (4) is hinged bolt.
Wherein, three pieces of sacrificial anode blocks are welded on every block of semicircle steel plate, the sacrificial anode block welds six pieces altogether, and six Sacrificial anode block described in block is equidistant and is welded on the set integrally-built outside of cage in parallel.
Wherein, the set cage, set cage and steel-pipe pile pad, set cage and sacrificial anode block welding point are not necessarily to additional anti- Corruption processing.
Wherein, the height of steel-pipe pile pile sinking, set cage be installed on the height of steel-pipe pile according at blower position ooze absolute altitude, High tide level water surface absolute altitude, low tide water surface absolute altitude are calculated.
The invention has the following beneficial effects: sacrificial anode block had not been welded when steel-pipe pile piling, drive piles when so driving piles Smoothly, the risk that no spelter is fallen;Sacrificial anode block is welded more than the water surface with set cage, and solder joint is waterborne by moving under water, Reduce the working strength of the water surface or less welding sacrificial anode block;Later maintenance, replacement program are convenient, need to only unclamp connection spiral shell Bolt, when playing hanging sleeve cage, that is, peelable electrical connection weld, integral replacing process working strength is little, reduces the labour of worker Intensity.
Detailed description of the invention
Fig. 1 is the structure diagram that set cage overall structure and steel-pipe pile of the invention weld ditch.
Wherein: 1, steel-pipe pile, 2, semicircle steel plate, 3, sacrificial anode block, 4, bolt, 5, bracket.
Specific embodiment
In order to deepen the understanding of the present invention, below with reference to embodiment and attached drawing, the present invention is completely described, is answered Work as understanding, as described below is only exemplary embodiment of the present invention, limiting the scope of the present invention is not used to, in attached drawing Shown in be only simplification view of the invention, so only show structure related to the present invention in attached drawing.
As shown in Figure 1, a kind of novel fan basis sacrificial anode installation method, specific installation method include the following steps:
(1) it uses two blocks of semicircle steel plates 2 for one group, one end of several sacrificial anode blocks 3 is welded to one of half rounds On plate 2, the other end of several sacrificial anode blocks 3 is corresponding to be welded on another block of semicircle steel plate 2 as one group of semicircular sleeve cage, weldering Two blocks of semicircle steel plates 2 for connecting sacrificial anode block 3 axially and symmetrically, make two groups of semicircular sleeve cages, every group of semicircle according to the method described above There are bolts hole on the semicircle steel plate of set cage;The present embodiment is for welding three pieces of sacrificial anode blocks on every block of semicircle steel plate;
(2) steel-pipe pile 1 of non-installation of sacrifice anode block 3 is subjected to pile sinking and squeezes into seabed;
(3) the semicircular sleeve cage inner wall of the good sacrificial anode block 3 of two group weldings is transferred into 5 position of bracket close to steel-pipe pile 1, and in water Under mated, two groups of semicircular sleeve cage bottom ends, which are supported on bracket 5, no longer to glide;
(4) two groups of semicircular sleeve cages are mated by the set cage overall structure of composition using bolt 5 and steel-pipe pile 1 fastens, every block of half rounds Plate 2 and steel-pipe pile 1 are fastened with bolt 4, and bolt is hinged bolt, and it is whole to play hanging sleeve cage convenient for demounting bolt when subsequent replacement Body structure;
(5) electrical communication welding, four blocks of semicircle steel plates 2 and steel-pipe pile 1 are carried out between set cage overall structure and steel-pipe pile pile body Between be both needed to carry out electrical communication welding.
In the embodiment of the present invention, three pieces of sacrificial anode blocks 3 are welded on every block of semicircle steel plate 1, sacrificial anode block 3 welds six altogether Block, six pieces of sacrificial anode blocks are equidistant and are welded on the set integrally-built outside of cage in parallel.
It is needed not move through at present invention set cage, set cage and steel-pipe pile weld, set cage and sacrificial anode block welding additional Preservative treatment.
Height, the height of set cage installation of steel-pipe pile are high and low according to ooze absolute altitude, the high tide level water surface mark at blower position Tidal level water surface absolute altitude is calculated, be submerged in the water surface convenient for the fluctuation time of tide set cage, sacrificial anode block hereinafter, to blower foundation into Row cathodic protection.

Claims (5)

1. a kind of novel fan basis sacrificial anode installation method, which is characterized in that specific installation method includes the following steps:
(1) it uses two blocks of semicircle steel plates for one group, one end of several sacrificial anode blocks is welded to one of semicircle steel plate On, corresponding be welded on another block of semicircle steel plate of the other end of several sacrificial anode blocks is one group of semicircular sleeve cage, is welded Two blocks of half rounds plates of sacrificial anode block are axially symmetric, make two groups of semicircular sleeve cages according to the method described above;
(2) steel-pipe pile of non-installation of sacrifice anode block is subjected to pile sinking and squeezes into seabed;
(3) the semicircular sleeve cage inner wall of the good sacrificial anode block of two group weldings is transferred into bracket position close to steel-pipe pile, and under water It is mated, two groups of semicircular sleeve cage bottom ends are supported on bracket and no longer glide;
(4) two groups of semicircular sleeve cages are mated by the set cage overall structure of composition using bolt and steel-pipe pile fastens;
(5) carry out electrical communication welding between set cage overall structure and steel-pipe pile pile body, four blocks of semicircle steel plates and steel-pipe pile it Between be both needed to carry out electrical communication welding.
2. a kind of novel fan basis sacrificial anode installation method according to claim 1, which is characterized in that step (1) Described in be provided with bolt hole on semicircle steel plate.
3. a kind of novel fan basis sacrificial anode installation method according to claim 1, which is characterized in that step (4) Described in bolt be hinged bolt.
4. a kind of novel fan basis sacrificial anode installation method according to claim 1, which is characterized in that described in every piece Three pieces of sacrificial anode blocks are welded on semicircle steel plate, the sacrificial anode block welds six pieces altogether, and six pieces of sacrificial anode blocks are equidistant And it is welded on the set integrally-built outside of cage in parallel.
5. a kind of novel fan basis sacrificial anode installation method according to claim 1, which is characterized in that steel-pipe pile is heavy The height of stake, set cage are installed on the height of steel-pipe pile according to ooze absolute altitude, the high tide level water surface absolute altitude, low tide at blower position Water surface absolute altitude is calculated.
CN201910531604.1A 2019-06-19 2019-06-19 A kind of novel fan basis sacrificial anode installation method Pending CN110409484A (en)

Priority Applications (1)

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CN110409484A true CN110409484A (en) 2019-11-05

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113718836A (en) * 2021-09-16 2021-11-30 中国华能集团清洁能源技术研究院有限公司 Offshore wind power foundation with anti-corrosion function

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103774153A (en) * 2014-02-11 2014-05-07 青岛双瑞海洋环境工程股份有限公司 Novel sacrificial anode structure of steel pipe pile and mounting method thereof
CN108775022A (en) * 2018-07-26 2018-11-09 中国电建集团华东勘测设计研究院有限公司 Accessory structure and its construction method are integrated suitable for ice formation offshore wind turbine foundation

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103774153A (en) * 2014-02-11 2014-05-07 青岛双瑞海洋环境工程股份有限公司 Novel sacrificial anode structure of steel pipe pile and mounting method thereof
CN108775022A (en) * 2018-07-26 2018-11-09 中国电建集团华东勘测设计研究院有限公司 Accessory structure and its construction method are integrated suitable for ice formation offshore wind turbine foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113718836A (en) * 2021-09-16 2021-11-30 中国华能集团清洁能源技术研究院有限公司 Offshore wind power foundation with anti-corrosion function

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