TWI512192B - Offshore installation of wind turbines - Google Patents

Offshore installation of wind turbines Download PDF

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Publication number
TWI512192B
TWI512192B TW101130405A TW101130405A TWI512192B TW I512192 B TWI512192 B TW I512192B TW 101130405 A TW101130405 A TW 101130405A TW 101130405 A TW101130405 A TW 101130405A TW I512192 B TWI512192 B TW I512192B
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Taiwan
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base
connecting portion
hull
location
tower
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TW101130405A
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Chinese (zh)
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TW201408875A (en
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Chao Cheng Wu
Bor Fong Lin
Jer Yuan Liou
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Ship And Ocean Ind R&D Ct
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines

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Description

風力發電機之離岸安裝方法Offshore installation method for wind turbine

本發明係與一種風力發電機之安裝方法及結構有關,特別是指一種風力發電機之離岸安裝方法及其組接結構。The invention relates to a method and a structure for installing a wind power generator, in particular to an offshore installation method of a wind power generator and an assembly structure thereof.

風力發電因為具有取之不盡用之不竭、不會排放廢氣或產生其他廢料以及建置成本低等優點,所以在眾多再生能源中一枝獨秀,被喻為最可能取代石化燃料之明日之星,其中,就風力發電機之設置地點而言,由於海上風性係較陸地具有風期長、風速高、風力平穩、不受遮敝以及對環境景觀影響較小等優勢,因此離岸安裝逐漸成為風力發電的主要趨勢。Wind power generation is unique among many renewable energy sources because it has inexhaustible use, does not emit exhaust gas or other waste materials, and has low construction costs. It is said to be the star of tomorrow that is most likely to replace fossil fuels. Among them, in terms of the location of the wind turbine, offshore installations have become more advantageous because of the advantages of longer wind period, higher wind speed, smoother wind, no concealing and less impact on the environmental landscape. The main trend of wind power generation.

而在現有之離岸安裝方法中,受限於海洋之海象變化快速與不可預測性,為了避免在安裝過程中因海象變化而發生安裝中斷,坊間多是先於岸邊完成風力發電機之組裝,再利用一駁船托起整組風力發電機並移動至設置地點,最後直接將整組風力發電機降下固定於該設置地點,即可完成安裝作業,藉此能夠大幅縮短該風力發電機之設置時間,以降低海象變化所帶來之影響。In the existing offshore installation method, the walrus of the ocean is limited by the rapid and unpredictable change. In order to avoid the installation interruption caused by the walrus change during the installation process, the assembly of the wind turbine is completed before the shore. Then, using a barge to lift the entire set of wind turbines and move to the installation location, and finally directly lowering the entire set of wind turbines to the installation location, the installation operation can be completed, thereby greatly shortening the setting of the wind power generator. Time to reduce the impact of changes in walrus.

然而,因為風力發電機之高度較高,容易受風浪影響而產生晃動所以上述之安裝方法不僅需要使用較大噸位之駁船進行載送,且運送過程極不穩定,長久以來多為使用者所詬病,是以,本案發明人在觀察到上述缺點後,認為該習知風力發電機之離岸安裝方法實有進一步改良之必要,而隨有本發明之產生。However, because the height of the wind turbine is high and it is easy to be shaken by the influence of wind and waves, the above installation method not only needs to be carried by a barge with a large tonnage, but also the transportation process is extremely unstable, and it has been often criticized by users for a long time. Therefore, after observing the above disadvantages, the inventor of the present invention considered that the offshore installation method of the conventional wind power generator is necessary for further improvement, and the present invention is produced.

本發明之目的係在提供一種風力發電機之離岸安裝方法及其組接結構,其係可縮短風力發電機之設置時間,並於運送過程中減緩風浪帶來之晃動,以達到提升運送穩定性之效果。The object of the present invention is to provide an offshore installation method for a wind power generator and an assembly structure thereof, which can shorten the installation time of the wind power generator, and slow down the shaking caused by the wind and wave during the transportation process, so as to improve the transportation stability. The effect of sex.

為達上述目的,本發明所提供之風力發電機之組接結構,其係包含有一底座,且該底座上係設有一穿孔,同時該底座上係更進一步設有一第一組接部;以及一連接件,其一側係對應該第一組接部設有一第二組接部,且該第二組接部係可組接於該第一組接部,而該連接件之另側則設有一第一連接部;以及一塔柱,其一端係對應該第一連接部設有一第二連接部,且該第二連接部係可組接於該第一連接部;以及一機艙,其係組設於該塔柱;還有一葉輪,其係組設於該機艙。In order to achieve the above object, the assembly structure of the wind power generator provided by the present invention comprises a base, and the base is provided with a through hole, and the base is further provided with a first set of joints; The connecting member has a second connecting portion on one side of the first set of connecting portions, and the second connecting portion is connectable to the first connecting portion, and the other side of the connecting member is disposed a first connecting portion; and a column, one end of the first connecting portion is provided with a second connecting portion, and the second connecting portion is connectable to the first connecting portion; and a nacelle The group is arranged on the column; there is also an impeller which is assembled in the nacelle.

為達上述目的,本發明所提供之風力發電機之離岸安裝方法,係在一淺水區域使用如上述之風力發電機之組接結構進行,並包含有預組、移動及安裝等步驟,其中,該預組步驟係指:先將該底座設置於一第一地點,再將該塔柱直接穿設於該底座之穿孔,最後將該機艙組設於該塔柱以及該葉輪組設於該機艙,完成一預組之風力發電機;而該移動步驟係指:利用一船體托起該預組之風力發電機,並藉由該船體將該預組之風力發電機移動至一第二地點;而該安裝步驟係指:增加船體之壓載,使該船體著陸於海床,之後將該底座降下固設於該第二地點,並將該塔柱抽出該底座之穿孔,接著將該連接件之第二組接部組設於該底座之第一組接部,最後將該塔柱之第二連接部組設於該連接件之第一連接部,完成該風力發電機之安裝。In order to achieve the above object, the offshore installation method of the wind power generator provided by the present invention is carried out in a shallow water area using the assembly structure of the wind power generator as described above, and includes steps of pre-grouping, moving and installing. Wherein, the pre-grouping step refers to: firstly setting the base to a first location, and then directly passing the column to the perforation of the base, and finally the nacelle is set on the tower and the impeller is set in The nacelle completes a pre-set wind turbine; and the moving step means: using a hull to lift the pre-set wind turbine, and moving the pre-grouped wind turbine to the hull by the hull a second location; and the installation step means: increasing the ballast of the hull to land the hull on the seabed, then lowering the base to the second location, and withdrawing the tower from the perforation of the base Then, the second set of the connecting member is assembled to the first connecting portion of the base, and finally the second connecting portion of the connecting column is assembled to the first connecting portion of the connecting member to complete the wind generating Motor installation.

為達上述目的,本發明所提供之風力發電機之離岸安裝方法,係在一深水區域使用如上述之風力發電機之組接結構進行,並包含有預組、移動及安裝等步驟,其中,該預組步驟係指:先將該底座設置於一第一地點,再將該塔柱直接穿設於該底座之穿孔,最後將該機艙組設於該塔柱以及該葉輪組設於該機艙,完成一預組之風力發電機;而該移動步驟則是指:利用一船體托起該預組之風力發電機,並藉由該船體將該預組之風力發電機移動至一第二地點;而該安裝步驟則是指:增加該船體之壓載以穩固該船體,之後將該底座降下固設於該第二地點,並將該塔柱抽出該底座之穿孔,接著將該連接件之第二組接部組設於該底座之第一組接部,並將該等緩衝件組設於該連接件之第一連接部,最後將該塔柱之第二連接部壓抵於該等緩衝件上,且讓該連接件之定位柱穿設於該塔柱之定位孔,以藉由該等緩衝件所提供之緩衝彈力,將該第二連接部緩緩靠近組設於該第一連接部,完成該風力發電機之安裝。In order to achieve the above object, the offshore installation method of the wind power generator provided by the present invention is carried out in a deep water region using the assembly structure of the wind power generator as described above, and includes steps of pre-grouping, moving and installing, wherein The pre-grouping step refers to: firstly setting the base to a first location, and then directly passing the tower column to the perforation of the base, and finally setting the nacelle to the tower column and the impeller group is disposed at the a cabin, completing a pre-set wind turbine; and the moving step means: using a hull to lift the pre-set wind turbine, and moving the pre-group wind turbine to the hull by the hull a second location; and the installation step means: increasing the ballast of the hull to stabilize the hull, then lowering the base to the second location, and withdrawing the tower from the perforation of the base, and then Locating the second set of joints of the connecting member on the first joint portion of the base, and arranging the buffer members on the first connecting portion of the connecting member, and finally connecting the second connecting portion of the tower Pressing against the cushioning members and positioning the connecting member Disposed through positioning holes of the tower, to those by the elastic force of the buffer provided by the buffer member, the second connecting portions disposed in the group gradually close to the first connecting portion, to complete the installation of the wind turbine.

本發明之風力發電機之離岸安裝方法及其組接結構,可先於該第一地點完成該預組之風力發電機,再透過該船體直接將該預組之風力發電機運送至該第二地點進行組接安裝,以大幅縮短該風力發電機之設置時間,且於運送過程中,因為該塔柱係穿設於該底座之穿孔,所以可大幅降低該風力發電機之高度,以縮短力臂之長度,減緩風浪帶來之晃動,如此不僅可提升運送之穩定性,且使本發明可使用噸位較小之船體來運送,以達到節省成本之效果。The offshore installation method of the wind power generator of the present invention and the assembly structure thereof can complete the pre-grouped wind power generator before the first location, and then directly transport the pre-grouped wind power generator to the wind turbine through the hull The second location is assembled to greatly shorten the installation time of the wind power generator, and during the transportation, since the tower is pierced through the perforation of the base, the height of the wind power generator can be greatly reduced, Shortening the length of the arm and slowing the sloshing caused by wind and waves can not only improve the stability of the transportation, but also enable the invention to be transported using a hull with a smaller tonnage to achieve a cost saving effect.

請參閱第一圖、第二圖以及第三圖所示,係為本發明之第一較佳實施例之立體圖、局部分解圖以及局部放大剖視圖,其係揭露有一種風力發電機100之組接結構,該組接結構係包含有:一底座10,其上係設有一穿孔11,且該底座11上係更進一步設有一第一組接部12,於本實施例中,該第一組接部12係為一法蘭接面121,且具有複數個第一貫孔122。Please refer to the first, second and third figures, which are perspective views, partial exploded views and partially enlarged cross-sectional views of a first preferred embodiment of the present invention, which disclose a combination of wind turbines 100. The structure of the first assembly is: a base 10 having a through hole 11 and a first assembly 12 further disposed in the embodiment. In this embodiment, the first assembly The portion 12 is a flanged joint 121 and has a plurality of first through holes 122.

一連接件20,其一側係對應該第一組接部12設有一第二組接部21,且該第二組接部21係可組接於該第一組接部12,於本實施例中,該第二組接部21亦為一法蘭接面211,且具有對應該第一貫孔122之第二貫孔212,並可透過複數個第一螺栓30分別穿設固定於每一組互相對應之該第一貫孔122與該第二貫孔212,使該第一組接部12與該第二組接部21相組接固定,此外該連接件20之另側則設有一第一連接部22,於本實施例中,該第一連接部22係為一法蘭接面221,且具有複數個第一透孔222。A connecting member 20 is disposed on one side of the first set of connecting portions 12, and the second connecting portion 21 is coupled to the first connecting portion 12. In the example, the second set of joints 21 is also a flanged joint 211, and has a second through hole 212 corresponding to the first through hole 122, and is respectively fixed to each of the plurality of first bolts 30. a first through hole 122 and a second through hole 212 corresponding to each other, the first set of the connecting portion 12 and the second connecting portion 21 are assembled and fixed, and the other side of the connecting member 20 is provided The first connecting portion 22 is a flange connecting surface 221 and has a plurality of first through holes 222.

一塔柱40,其一端係對應該第一連接部22設有一第二連接部41,且該第二連接部41係可組接於該第一連接部22,於本實施例中,該第二連接部41亦為一法蘭接面411,且具有對應該第一透孔222之第二透孔412,並可透過複數個第二螺栓50分別穿設固定於每一組互相對應之該第一透孔222與該第二透孔412,使該第一連接部22與該第二連接部41相組接固定。A first connecting portion 22 is disposed at one end of the first connecting portion 22, and the second connecting portion 41 is coupled to the first connecting portion 22. In this embodiment, the first portion The second connecting portion 41 is also a flanged joint 411, and has a second through hole 412 corresponding to the first through hole 222, and is respectively fixed through the plurality of second bolts 50 and fixed to each group. The first through hole 222 and the second through hole 412 fix the first connecting portion 22 and the second connecting portion 41 together.

一機艙60,其係組設於該塔柱40。A nacelle 60 is disposed in the tower 40.

一葉輪70,其係組設於該機艙60。An impeller 70 is assembled to the nacelle 60.

請再同時參閱第四圖所示,係為本發明之第一較佳實施例之步驟流程圖,並請配合參閱第五圖至第十二圖所示,係為本發明之第一較佳實施例之流程示意圖,其係揭露有一種風力發電機100之離岸安裝方法,該離岸安裝方法係在一淺水區域使用上述風力發電機100之組接結構進行,其中,該淺水區域之水深係小於30公尺,而該離岸安裝方法則包含有下列步驟:Please refer to the fourth embodiment at the same time, which is a flow chart of the first preferred embodiment of the present invention, and please refer to the fifth to twelfth drawings, which is the first preferred embodiment of the present invention. A schematic flow diagram of an embodiment of the present invention discloses an offshore installation method for a wind power generator 100. The offshore installation method is performed in a shallow water region using a combination structure of the wind power generator 100, wherein the shallow water region The water depth is less than 30 meters, and the offshore installation method includes the following steps:

A、預組:先將該底座10設置於一第一地點,再將該塔柱40直接穿設於該底座10之穿孔11,最後將該機艙60組設於該塔柱40以及該葉輪70組設於該機艙60,完成一預組之風力發電機100′,其中,該第一地點係位於一岸邊。A. Pre-group: firstly, the base 10 is disposed at a first location, and the tower 40 is directly inserted through the through hole 11 of the base 10. Finally, the nacelle 60 is assembled to the tower 40 and the impeller 70. The set is located in the nacelle 60 to complete a pre-set wind turbine 100', wherein the first location is located on a shore.

B、移動:利用一船體200托起該預組之風力發電機100′,並藉由該船體200將該預組之風力發電機100′移動至一第二地點,其中,該第二地點係位於離該岸邊一段距離處。B. Moving: the pre-set wind turbine 100' is lifted by a hull 200, and the pre-grouped wind turbine 100' is moved to a second location by the hull 200, wherein the second The location is located some distance from the shore.

C、安裝:增加船體200之壓載,使該船體200著陸於海床300,之後將該底座10降下固設於該第二地點,並將該塔柱40抽出該底座10之穿孔11,接著將該連接件20之第二組接部21組設於該底座10之第一組接部12,最後將該塔柱40之第二連接部41組設於該連接件20之第一連接部22,完成該風力發電機100之安裝。C. Installation: increasing the ballast of the hull 200, causing the hull 200 to land on the seabed 300, then lowering the base 10 to the second location, and withdrawing the tower 40 from the perforation 11 of the base 10. Then, the second connecting portion 21 of the connecting member 20 is assembled to the first connecting portion 12 of the base 10, and finally the second connecting portion 41 of the tower 40 is assembled to the first connecting member 20. The connecting portion 22 completes the installation of the wind power generator 100.

為供進一步瞭解本發明構造特徵、運用技術手段及所預期達成之功效,茲將本發明使用方式加以敘述,相信當可由此而對本發明有更深入且具體之瞭解,如下所述:請參閱第五圖所示,透過上述風力發電機之離岸安裝方法及其組 接結構,使用者可先於該第一地點設置一平台400,並將該底座10設置於該平台400之頂面,接著再將該塔柱40直接穿設固定於該底座10之穿孔11,並依序將該機艙60組設於該塔柱40以及該葉輪70組設於該機艙60,完成該預組之風力發電機100′。For a further understanding of the structural features of the present invention, the application of the technical means, and the intended effect, the present invention will be described. It is believed that the present invention may be further understood and understood as follows: Figure 5 shows the offshore installation method and its group through the above wind turbine In the connection structure, the user can set a platform 400 at the first location, and the base 10 is disposed on the top surface of the platform 400, and then the tower 40 is directly fastened to the through hole 11 of the base 10. The nacelle 60 is sequentially disposed on the tower 40 and the impeller 70 is assembled in the nacelle 60 to complete the pre-set wind turbine 100'.

請再參閱第六圖、第七圖及第八圖所示,完成該預組之風力發電機100′後,使用者可趁退潮時,將該船體200如第六圖所示移動至該平台400處,使該船體200可如第七圖所示,於漲潮時自然托起該平台400以及設置於該平台400上之預組之風力發電機100′,之後使用者只要將該預組之風力發電機100′固定於該船體200上,便可如第八圖所示載運該預組之風力發電機100′前往該第二地點。Referring to the sixth, seventh and eighth diagrams, after the pre-grouped wind turbine 100' is completed, the user can move the hull 200 to the At the platform 400, the hull 200 can naturally lift the platform 400 and the pre-grouped wind turbine 100' disposed on the platform 400 at high tide as shown in the seventh figure, after which the user only needs to pre-set the wind turbine 100' The set of wind turbines 100' is fixed to the hull 200, and the pre-set wind turbine 100' can be carried to the second location as shown in FIG.

請再參閱第九圖以及第十圖所示,當該船體200抵達該第二地點後,此時使用者只要增加船體200之壓載,使該船體200著陸於該海床300,便可將該船體200穩固的定位於該第二地點,以免除海浪之影響,並進而提升作業之安全性,之後使用者只要移除該平台400,讓該底座10降下固設於該第二地點,並將該塔柱40抽出該底座10之穿孔11,便可於該底座10與該塔柱40間形成有一間距,可供使用者進一步將預先存放於該船體200上之連接件20組設於該底座10,最後使用者只要再將該塔柱40組設於該連接件20,便可完成該風力發電機100之組裝。Referring to the ninth and tenth diagrams, when the hull 200 arrives at the second location, the user only needs to increase the ballast of the hull 200 to land the hull 200 on the seabed 300. The hull 200 can be stably positioned at the second location to avoid the influence of the sea waves and further improve the safety of the operation. After that, the user simply removes the platform 400 and lowers the base 10 to the second position. At the two locations, the column 40 is pulled out of the through hole 11 of the base 10 to form a space between the base 10 and the column 40, so that the user can further deposit the connector previously stored on the hull 200. 20 sets are arranged on the base 10, and finally the user can complete the assembly of the wind power generator 100 by simply assembling the tower 40 to the connecting member 20.

請再參閱第十一圖以及第十二圖所示,當使用者完成該風力發電機100之組裝後,此時使用者只要先如第十一圖所示釋放該船體200之壓載,使該船體200離開該海床300,再如第十二圖所示駛離該船 體200,便可完成該風力發電機100之安裝。Referring to FIG. 11 and FIG. 12 again, after the user completes the assembly of the wind power generator 100, the user only needs to release the ballast of the hull 200 as shown in FIG. Passing the hull 200 away from the seabed 300 and driving away from the ship as shown in Fig. The body 200 can complete the installation of the wind turbine 100.

藉此,使本發明可先於該第一地點完成該預組之風力發電機100′,再透過該船體200直接將該預組之風力發電機100′運送至該第二地點進行組接安裝,以大幅縮短該風力發電機100之設置時間,且於運送過程中,因為該塔柱40係穿設於該底座10之穿孔11,所以可大幅降低該風力發電機100之高度,以縮短力臂之長度,減緩風浪帶來之晃動,如此不僅可提升運送之穩定性,且使本發明可使用噸位較小之船體來運送,以達到節省成本之效果。Thereby, the present invention can complete the pre-set wind turbine 100' prior to the first location, and then directly transport the pre-grouped wind turbine 100' to the second location through the hull 200 for assembly. Installation, in order to greatly shorten the installation time of the wind power generator 100, and during the transportation, since the tower 40 is threaded through the through hole 11 of the base 10, the height of the wind power generator 100 can be greatly reduced to shorten The length of the arm reduces the sloshing caused by wind and waves, which not only improves the stability of the transportation, but also enables the invention to be transported using a hull with a smaller tonnage to achieve a cost saving effect.

請再同時參閱第十三圖、第十四圖以及第十五圖所示,係為本發明之第二較佳實施例之局部分解圖、局部放大剖視圖以及緩衝件之剖視圖,該風力發電機100之組接結構與前述第一較佳實施例不同之處係在於,該連接件20上更進一步設有至少一定位柱23,而該塔柱40上則設有對應該定位柱23之定位孔42,俾使該定位柱23可穿設定位於該定位孔42,於本實施例中,該連接件20於該第一連接部22位置處係設有二定位柱23,而該塔柱40於該第二連接部41位置處則設有二定位孔42,此外該組接結構更進一步具有複數個緩衝件80,該等緩衝件80係設置於該第一連接部22與該第二連接部41間,其中,該緩衝件80係如第十五圖所示具有一支架81,且該支架81上係交錯疊設有複數層橡膠片82與複數層鐵片83。Referring to the thirteenth, fourteenth and fifteenth drawings, a partial exploded view, a partially enlarged cross-sectional view and a sectional view of the cushioning member of the second preferred embodiment of the present invention, the wind power generator The assembly structure of the 100 is different from the foregoing first preferred embodiment in that the connecting member 20 is further provided with at least one positioning post 23, and the column 40 is provided with a positioning corresponding to the positioning post 23. The positioning hole 23 is disposed in the positioning hole 42. In the embodiment, the connecting member 20 is provided with two positioning posts 23 at the position of the first connecting portion 22, and the column 40 is provided. Two positioning holes 42 are provided at the position of the second connecting portion 41. The connecting structure further has a plurality of buffering members 80. The buffering members 80 are disposed on the first connecting portion 22 and the second connecting portion. The buffer member 80 has a bracket 81 as shown in the fifteenth figure, and the plurality of rubber sheets 82 and the plurality of iron sheets 83 are alternately stacked on the bracket 81.

請再同時參閱第十六圖至第十九圖所示,係為本發明之第二較佳實施例之流程示意圖,其係揭露有一種風力發電機100之離岸安裝方法,該離岸安裝方法係在一深水區域使用上述第二較佳實施例所揭示 之風力發電機100之組接結構進行,其中,該深水區域之水深係大於30公尺,而該離岸安裝方法與前述第一較佳實施例不同之處係在於,於該安裝步驟時,係先如第十六圖所示增加該船體200之壓載以穩固該船體200,並將該底座10降下固設於該第二地點,且將該塔柱40抽出該底座10之穿孔11,使該底座10與該塔柱40間形成有該間距,之後再如第十七圖所示,將預先存放於該船體200上之連接件20組設於該底座10之第一組接部12,並將該等緩衝件80組設於該連接件20之第一連接部22,接著再如第十八圖所示將該塔柱40之第二連接部41壓抵於該等緩衝件80上,且讓該連接件20之定位柱23穿設於該塔柱40之定位孔42,以藉由該等緩衝件80所提供之緩衝彈力,將該第二連接部41緩緩靠近組設於該第一連接部22,完成該風力發電機100之組裝,最後再如第十九圖所示,釋放該船體200之壓載,並駛離該船體200,便可完成該風力發電機100之安裝。Please refer to FIG. 16 to FIG. 19 at the same time, which is a schematic flowchart of a second preferred embodiment of the present invention, which discloses an offshore installation method for a wind power generator 100, which is installed offshore. The method is disclosed in a deep water region using the second preferred embodiment described above The assembly structure of the wind power generator 100 is performed, wherein the deep water region has a water depth of more than 30 meters, and the offshore installation method is different from the foregoing first preferred embodiment in that, in the installation step, The ballast 200 of the hull 200 is first increased as shown in FIG. 16 to stabilize the hull 200, and the base 10 is lowered and fixed at the second location, and the tower 40 is pulled out of the perforation of the base 10. 11. The spacing between the base 10 and the tower 40 is formed. Thereafter, as shown in FIG. 17, the connecting members 20 previously stored on the hull 200 are assembled to the first group of the base 10. The connecting portion 12 is disposed on the first connecting portion 22 of the connecting member 20, and then the second connecting portion 41 of the column 40 is pressed against the first connecting portion 41 as shown in FIG. The locating member 23 of the connecting member 20 is disposed on the locating hole 42 of the column 40 to slow the second connecting portion 41 by the cushioning elastic force provided by the cushioning member 80. Proximate to the first connecting portion 22, completing the assembly of the wind power generator 100, and finally releasing the hull 200 as shown in FIG. The installation of the wind turbine 100 can be accomplished by ballasting and driving away from the hull 200.

藉此,不僅可達到與前述第一較佳實施例相同之提升該風力發電機100運送之穩定性及節省成本之效果,且使本發明應用於深水區域時,能夠防止該塔柱40與該連接件20間產生碰撞,並提升安裝之穩定性與便利性。Thereby, not only the same effect of improving the stability and cost saving of the transportation of the wind power generator 100 as in the foregoing first preferred embodiment can be achieved, but when the invention is applied to the deep water region, the tower 40 can be prevented from being Collisions occur between the connectors 20, and the stability and convenience of the installation are improved.

茲,再將本發明之特徵及其可達成之預期功效陳述如下:本發明之風力發電機之離岸安裝方法及其組接結構,可先於該第一地點完成該預組之風力發電機,再透過該船體直接將該預組之風力發電機運送至該第二地點進行組接安裝,以大幅縮短該風力發電機之設置時間,且於運送過程中,因為該塔柱係穿設於該底座之穿孔,所 以可大幅降低該風力發電機之高度,以縮短力臂之長度,減緩風浪帶來之晃動,如此不僅可提升運送之穩定性,且使本發明可使用噸位較小之船體來運送,以達到節省成本之效果。Further, the features of the present invention and the achievable expected effects thereof are as follows: the offshore installation method of the wind power generator of the present invention and the assembly structure thereof can complete the pre-set wind turbine prior to the first location And transporting the pre-grouped wind turbine directly to the second location through the hull for assembly installation, thereby substantially shortening the installation time of the wind turbine, and during the transportation, because the tower is worn Perforation of the base, In order to greatly reduce the height of the wind power generator, the length of the arm is shortened, and the shaking caused by the wind and waves is slowed down, so that the stability of the transportation can be improved, and the invention can be transported by using a hull with a small tonnage. Achieve cost savings.

綜上所述,本發明在同類產品中實有其極佳之進步實用性,同時遍查國內外關於此類結構之技術資料,文獻中亦未發現有相同的構造存在在先,是以,本發明實已具備發明專利要件,爰依法提出申請。In summary, the present invention has excellent advancement and practicability in similar products, and at the same time, the technical materials of such structures are frequently investigated at home and abroad, and the same structure is not found in the literature. The invention already has the invention patent requirements, and the application is filed according to law.

惟,以上所述者,僅係本發明之一較佳可行實施例而已,故舉凡應用本發明說明書及申請專利範圍所為之等效結構變化,理應包含在本發明之專利範圍內。However, the above-mentioned ones are merely preferred embodiments of the present invention, and the equivalent structural changes of the present invention and the scope of the claims are intended to be included in the scope of the present invention.

100‧‧‧風力發電機100‧‧‧ wind turbines

100′‧‧‧預組之風力發電機100'‧‧‧Pre-set wind turbines

10‧‧‧底座10‧‧‧Base

11‧‧‧穿孔11‧‧‧Perforation

12‧‧‧第一組接部12‧‧‧The first set of joints

121‧‧‧法蘭接面121‧‧‧Flange joint

122‧‧‧第一貫孔122‧‧‧ first through hole

20‧‧‧連接件20‧‧‧Connecting parts

21‧‧‧第二組接部21‧‧‧Second group of joints

211‧‧‧法蘭接面211‧‧‧Flange joint

212‧‧‧第二貫孔212‧‧‧Second through hole

22‧‧‧第一連接部22‧‧‧ First connection

221‧‧‧法蘭接面221‧‧‧Flange joint

222‧‧‧第一透孔222‧‧‧ first through hole

23‧‧‧定位柱23‧‧‧Positioning column

30‧‧‧第一螺栓30‧‧‧First bolt

40‧‧‧塔柱40‧‧ ‧ tower

41‧‧‧第二連接部41‧‧‧Second connection

411‧‧‧法蘭接面411‧‧‧Flange joint

412‧‧‧第二透孔412‧‧‧Second through hole

42‧‧‧定位孔42‧‧‧Positioning holes

50‧‧‧第二螺栓50‧‧‧second bolt

60‧‧‧機艙60‧‧‧Cabin

70‧‧‧葉輪70‧‧‧ Impeller

80‧‧‧緩衝件80‧‧‧ cushioning parts

81‧‧‧支架81‧‧‧ bracket

82‧‧‧橡膠片82‧‧‧Rubber sheet

83‧‧‧鐵片83‧‧‧ iron pieces

200‧‧‧船體200‧‧‧ hull

300‧‧‧海床300‧‧‧ seabed

400‧‧‧平台400‧‧‧ platform

第一圖係本發明之第一較佳實施例之立體圖。The first figure is a perspective view of a first preferred embodiment of the present invention.

第二圖係本發明之第一較佳實施例之局部分解圖。The second drawing is a partially exploded view of a first preferred embodiment of the present invention.

第三圖係本發明之第一較佳實施例之局部剖視圖。The third drawing is a partial cross-sectional view of a first preferred embodiment of the present invention.

第四圖係本發明之第一較佳實施例之步驟流程圖。The fourth figure is a flow chart of the steps of the first preferred embodiment of the present invention.

第五圖係本發明之第一較佳實施例之流程示意圖,以顯示於第一地點完成預組之風力發電機時之狀態。Figure 5 is a schematic flow diagram of a first preferred embodiment of the present invention to show the state of the pre-set wind turbine at the first location.

第六圖係本發明之第一較佳實施例之流程示意圖,以顯示將船體移動至平台時之狀態。The sixth drawing is a schematic flow chart of the first preferred embodiment of the present invention to show the state when the hull is moved to the platform.

第七圖係本發明之第一較佳實施例之流程示意圖,以顯示船體托起預組之風力發電機時之狀態。The seventh drawing is a schematic flow chart of the first preferred embodiment of the present invention to show the state of the hull when the pre-set wind turbine is lifted.

第八圖係本發明之第一較佳實施例之流程示意圖,以顯示船體運送預組之風力發電機至第二地點時之狀態。Figure 8 is a flow diagram of a first preferred embodiment of the present invention to show the state of the hull transporting a pre-set wind turbine to a second location.

第九圖係本發明之第一較佳實施例之流程示意圖,以顯示增加船體之壓載時之狀態。The ninth drawing is a schematic flow chart of the first preferred embodiment of the present invention to show the state of increasing the ballast of the hull.

第十圖係本發明之第一較佳實施例之流程示意圖,以顯示完成風力發電機組裝時之狀態。The tenth drawing is a schematic flow chart of the first preferred embodiment of the present invention to show the state when the wind power generator is assembled.

第十一圖係本發明之第一較佳實施例之流程示意圖,以顯示釋放船體之壓載時之狀態。The eleventh drawing is a schematic flow chart of the first preferred embodiment of the present invention to show the state of the ballast when the hull is released.

第十二圖係本發明之第一較佳實施例之流程示意圖,以顯示駛離船體時之狀態。Fig. 12 is a flow chart showing the first preferred embodiment of the present invention to show the state of being driven away from the hull.

第十三圖係本發明之第二較佳實施例之局部分解圖。Figure 13 is a partially exploded view of a second preferred embodiment of the present invention.

第十四圖係本發明之第二較佳實施例之局部剖視圖。Figure 14 is a partial cross-sectional view showing a second preferred embodiment of the present invention.

第十五圖係本發明之第二較佳實施例之緩衝件之剖視圖。Figure 15 is a cross-sectional view showing a cushioning member of a second preferred embodiment of the present invention.

第十六圖係本發明之第二較佳實施例之流程示意圖,以顯示降下底座時之狀態。Fig. 16 is a flow chart showing the second preferred embodiment of the present invention to show the state when the base is lowered.

第十七圖係本發明之第二較佳實施例之流程示意圖,以顯示組設連接件與緩衝件時之狀態。Figure 17 is a flow chart showing the second preferred embodiment of the present invention to show the state in which the connecting member and the cushioning member are assembled.

第十八圖係本發明之第二較佳實施例之流程示意圖,以顯示組設塔柱時之狀態。Figure 18 is a flow chart showing a second preferred embodiment of the present invention to show the state in which the column is assembled.

第十九圖係本發明之第二較佳實施例之流程示意圖,以顯示駛離船體時之狀態。Figure 19 is a schematic flow chart showing a second preferred embodiment of the present invention to show the state of being driven away from the hull.

100‧‧‧風力發電機100‧‧‧ wind turbines

10‧‧‧底座10‧‧‧Base

11‧‧‧穿孔11‧‧‧Perforation

12‧‧‧第一組接部12‧‧‧The first set of joints

121‧‧‧法蘭接面121‧‧‧Flange joint

122‧‧‧第一貫孔122‧‧‧ first through hole

20‧‧‧連接件20‧‧‧Connecting parts

21‧‧‧第二組接部21‧‧‧Second group of joints

211‧‧‧法蘭接面211‧‧‧Flange joint

212‧‧‧第二貫孔212‧‧‧Second through hole

22‧‧‧第一連接部22‧‧‧ First connection

221‧‧‧法蘭接面221‧‧‧Flange joint

222‧‧‧第一透孔222‧‧‧ first through hole

40‧‧‧塔柱40‧‧ ‧ tower

41‧‧‧第二連接部41‧‧‧Second connection

411‧‧‧法蘭接面411‧‧‧Flange joint

412‧‧‧第二透孔412‧‧‧Second through hole

Claims (2)

一種風力發電機之離岸安裝方法,係在一淺水區域使用,該淺水區域之水深係小於30公尺,且一第一地點係位於一岸邊,而一第二地點則位於離該岸邊一段距離處;該風力發電機之組接結構係包含有:一底座,其上係設有一穿孔,且該底座上係更進一步設有一第一組接部;一連接件,其一側係對應該第一組接部設有一第二組接部,且該第二組接部係可組接於該第一組接部,而該連接件之另側則設有一第一連接部;一機艙,其係組設於該塔柱;一葉輪,其係組設於該機艙;該安裝方法係包含有下列步驟:A、預組:先將該底座設置於該第一地點,再將該塔柱直接穿設於該底座之穿孔,最後將該機艙組設於該塔柱以及該葉輪組設於該機艙,完成一預組之風力發電機;B、移動:利用一船體托起該預組之風力發電機,並藉由該船體將該預組之風力發電機移動至該第二地點;C、安裝:增加船體之壓載,使該船體著陸於海床,之後將該底座降下固設於該第二地點,並將該塔柱抽出該底座之穿孔,接著將該連接件之第二組接部組設於該底座之第一組接部,最後將該塔柱之第二連接部組設於該連接件之第一連接部,完成該風力發電機之安裝。 An offshore installation method for a wind power generator is used in a shallow water area, the water depth of the shallow water area is less than 30 meters, and a first location is located on one shore, and a second location is located away from the a distance from the shore; the assembly structure of the wind power generator comprises: a base having a through hole, and the base is further provided with a first set of joints; a connecting piece, one side thereof The first set of joints is provided with a second set of joints, and the second set of joints can be assembled to the first set of joints, and the other side of the joint is provided with a first joint; a nacelle, the system is set in the tower; an impeller is set in the nacelle; the installation method comprises the following steps: A, pre-group: first set the base to the first location, and then The tower directly passes through the perforation of the base, and finally the nacelle is set in the tower and the impeller is set in the nacelle to complete a pre-set wind turbine; B, moving: using a hull to lift The pre-grouped wind turbine, and the pre-grouped wind turbine is moved by the hull To the second location; C. Installation: increasing the ballast of the hull, causing the hull to land on the seabed, then lowering the base to the second location, and pulling the tower out of the perforation of the base, Then, the second set of the connecting member is assembled to the first set of the base, and finally the second connecting portion of the tower is assembled to the first connecting portion of the connecting member to complete the wind power generator. Installation. 一種風力發電機之離岸安裝方法,係在一深水區域使用,該深水區域之水深係大於30公尺,且一第一地點係位於一岸邊,而一第二地點則位於離該岸邊一段距離處,該風力發電機之組接結構係包含有:一底座,其上係設有一穿孔,且該底座上係更進一步設有一第一 組接部;一連接件,其一側係對應該第一組接部設有一第二組接部,且該第二組接部係可組接於該第一組接部,而該連接件之另側則設有一第一連接部,其中,該連接件上更進一步設有至少一定位柱,而該塔柱上則設有對應該定位柱之定位孔,俾使該定位柱可穿設定位於該定位孔;複數個緩衝件,該等緩衝件係設置於該第一連接部與該第二連接部間;一機艙,其係組設於該塔柱;一葉輪,其係組設於該機艙;該安裝方法係包含有下列步驟:A、預組:先將該底座設置於該第一地點,再將該塔柱直接穿設於該底座之穿孔,最後將該機艙組設於該塔柱以及該葉輪組設於該機艙,完成一預組之風力發電機;B、移動:利用一船體托起該預組之風力發電機,並藉由該船體將該預組之風力發電機移動至該第二地點;C、安裝:增加該船體之壓載以穩固該船體,之後將該底座降下固設於該第二地點,並將該塔柱抽出該底座之穿孔,接著將該連接件之第二組接部組設於該底座之第一組接部,並將該等緩衝件組設於該連接件之第一連接部,最後將該塔柱之第二連接部壓抵於該等緩衝件上,且讓該連接件之定位柱穿設於該塔柱之定位孔,以藉由該等緩衝件所提供之緩衝彈力,將該第二連接部緩緩靠近組設於該第一連接部,完成該風力發電機之安裝。An offshore installation method for a wind power generator is used in a deep water area, the water depth of the deep water area is greater than 30 meters, and a first location is located on one shore, and a second location is located off the shore At a distance, the assembly structure of the wind power generator includes: a base having a through hole formed thereon, and the base is further provided with a first a connecting portion; a connecting member having a second connecting portion on one side of the first set of connecting portions, and the second connecting portion being connectable to the first connecting portion, and the connecting member The other side is provided with a first connecting portion, wherein the connecting member is further provided with at least one positioning post, and the column is provided with a positioning hole corresponding to the positioning post, so that the positioning post can be worn. Located in the positioning hole; a plurality of buffer members disposed between the first connecting portion and the second connecting portion; a nacelle assembled to the column; an impeller, the system is assembled The installation method comprises the following steps: A. Pre-group: firstly setting the base to the first location, then directly inserting the tower column into the perforation of the base, and finally setting the nacelle to the a tower and the impeller are disposed in the nacelle to complete a pre-set wind turbine; B. moving: using a hull to lift the pre-set wind turbine, and using the hull to pre-set the wind The generator moves to the second location; C, installation: increasing the ballast of the hull to stabilize the hull, Lowering the base to the second location, and withdrawing the tower column from the perforation of the base, and then assembling the second set of the connecting members to the first assembly of the base, and The buffering member is disposed at the first connecting portion of the connecting member, and finally the second connecting portion of the connecting column is pressed against the buffering member, and the positioning post of the connecting member is passed through the positioning hole of the connecting post The second connecting portion is slowly brought into the first connecting portion by the cushioning elastic force provided by the cushioning members to complete the installation of the wind power generator.
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JP2006037397A (en) * 2004-07-23 2006-02-09 Kinsho Bussan Kk Construction method of offshore wind power generation facility

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