201130713 六，發明說明： 【發明所屬之技術領域】 本發明係關於一種作業效率、穩定性及安全性較佳 之曱板昇降式作業平台，以及利用該甲板昇降式作業平 台，而可進行作業效率、穩定性及安全性較佳之施工的海 上風力發電設施之施工方法。 【先前技術】201130713 VI. Description of the Invention: [Technical Field] The present invention relates to a seesaw lifting work platform with better work efficiency, stability and safety, and the use of the deck lifting work platform for work efficiency, Construction method of offshore wind power facilities with better stability and safety. [Prior Art]
作為石油替代能源，風力發電係一種優秀之能源， 且對防止地球暖化等之環境對策而言，其係一種有效的能 源。 作為風力發電之發電設施的設置場，可設置在陸上 及海上之任一場所，然而對於如下之點而言，海上係比陸 上在風力發電上更具備有利的條件。 (1) 在海上’ 一般而言比陸上的風速強，且吹著良好 又穩定的風。 (2) 海上障礙物少，且噪音，電波障礙亦少。 ⑶搬運設置越來越大型化之風車機材的施工成本， 海上比陸上更便宜。 ⑷由於大規模之電力隸地區集中在沿賴域，且 、他電力系統設備亦傾向於沿岸地區 的供電成本等較便宜。 另 戍上 =，在風力發電上，海上比陸上具備更有利的條 牛很多國豕採用海上風力發電設施 沿岸數百公尺至數公里的雜。 ^又置在從 201130713 有關風力發電，本案申請人已提出了日本國特開 2006-37397號「海上風力發電設施之施工方法」的發明申 請案。 在該「海上風力發電譟施之施工方法」中，其係記載 一種將塔裝載在塔搬運用SEP(Self ElevatingAs an alternative energy source for oil, wind power is an excellent energy source and an effective energy source for environmental countermeasures such as preventing global warming. As a setting field for power generation facilities for wind power generation, it can be installed in any place on land or at sea. However, for the following points, the sea system is more advantageous than wind power on land. (1) At sea ‘ Generally speaking, it is stronger than the wind speed on the land, and it blows a good and stable wind. (2) There are few obstacles at sea, and there are few noise and radio wave obstacles. (3) The construction cost of windmills that are increasingly large and large, and the sea is cheaper than on land. (4) Because the large-scale power sub-region is concentrated in the Lai domain, and his power system equipment also tends to be cheaper in the coastal areas. On the other hand, in wind power, the sea has more favorable conditions than on the land. Many countries use offshore wind power facilities. The coast is hundreds of meters to several kilometers. ^ Also located in 201130713 regarding wind power generation, the applicant of this case has filed an invention application for the construction method of offshore wind power generation facilities in Japan No. 2006-37397. In the "construction method for offshore wind power generation noise", a type of SEP (Self Elevating) for loading towers is described.
Plform ’自己昇降式作#平台）上搬運至現場，且設置 在皁樁式基礎上，並使赌、缺葉>1預先-體的形成風 車之形狀’再將其裝載在風車搬運用SEP上搬運至現場， 再於該塔上⑦置風車，以形成海上風力發電設施的施工方 法。 在該「海上風力發電設施之施玉方法」巾，將塔設置 在單樁式基礎上時’其係利用裝載在塔搬運用SEP的履帶 3機進行設置；而在塔上設置風車時，其係利用裝載在 風車搬運用SEP的履帶起重機進行設置。 如前所述，於該「海上風力發電設施之施工方法」 中=塔設置在單樁絲礎上時，錢彻 的履帶起重機進行設置；而在塔上設置風車時，其 係利用裝載在風車搬運用SEP的履帶起重機進行設置。 伽於在塔撕·卿及風車搬運用娜上裝 生裝载量變少_1!裝载空間變狹窄，而產 風車在卿上欲改變或移動塔或 ^動履帶起重機，然而對於履帶起重 於塔或風車係由履·帶起重J作業性較差’且由 ,,π ± 里機之皁一吊桿進行吊掛，邊成塔 或風車搖晃而產生了作業_的缺點。 201130713 【發明内容】 • 本發明有鑑於如上之現狀，以提供作業效率、穩定 ; 性及安全性較佳之曱板昇降式作業平台為其目的。 • 再者，利同該曱板昇降式作業平台，以提供可進行 作業效率、穩定性及安全性較佳之施工的海上風力發電設 施之施工方法。 為達到上述目的，本發明提供以下之技術手段。 有關申請專利範圍第1項之發明，其係提供一種甲 • 板幵降式作業平台，該曱板昇降式作業平台係包含：平台 本體、支柱、行走橫樑、移動作業台車、吊桿旋轉台及吊 桿；該支柱係可任意穿插且向垂直方向延伸的設在該平台 本體之角落部，且由油壓千斤頂頂起系統使該平台本體可 任思汁降的移動，該行走橫樑係於鋪設在該平台本體之甲 板長軸方向之二個行走轨道上可任意行走；該移動作業台 車係在該行走橫樑上，於鋪設在該平台本體之甲板橫軸方 肖之移動軌道上可任意移動；該吊桿旋轉台係可任意旋轉 的架設在該移動作業.台車上；該吊桿係裝設在該吊桿旋轉 台上。 有财料職ϋ第2項之發明，該吊桿係由分別 具備掛鉤之二個吊桿組成之雙吊桿。 有關申請專利制第3項之發明，料桿係包含爽 持頂塔之下部桅桿的下部桅桿夾持裝置，及夾持頂塔之中 間桅桿的中間桅桿夾持裝置。 有關Ψ請專利^圍第4項之發明’其係:提供一種海上 .風力發電設施之施卫方法，該海上風力發電設施之施工方 201130713 法係包含：藉由使用支柱之油壓千斤頂頂起系統，將靠岸 碼頭之搬運用甲板昇降式作#平台上昇至海面上方一定高 度之工程；預先在陸上，將已組裝短艙之頂塔，藉由陸上 之履帶起重機裝載在該搬運用甲板昇降式作業平台上之工 程，預先在陸上，將裝設在轂上之葉片，藉由陸上之履帶 起重機組裝在該頂塔之工程；藉由陸上之履帶起重機，將 中間塔與底塔裝載在該搬運用甲板昇降式作業平台上之工 程；藉由使用支柱之油壓千斤頂頂起系統，將該搬運用甲 板昇降式作業平台下降至海面上，且藉由自走或拖航而移 動至海上風力發電設施設置基地之地點之工程；在海上風 力發電設施設置基地之地點’藉由施工用甲板昇降式作業 平台預先進行單樁、套管或沈箱中之任一基礎之施工，且 在該基礎之上端設置轉換件之工程；將該搬運用甲板昇降 式作業平台’ ©定在該駐板昇降式作#平台附近之 工程；藉由使用支柱之油壓千斤頂頂起系統，將該搬運用 曱板昇降式作業平台上昇至海面上方一定高度之工程；藉 由備置在該施工用曱板昇降式作#平台上，由分別具備掛 鉤之二個吊桿所組成之雙吊桿將該底塔吊起之工程；藉由 使裝设該雙吊桿之吊桿旋轉台旋轉，以改變該底塔方向之 工程，藉由架設該吊桿旋轉台之移動作業台車，使其在該 行走橫樑上，於鋪設在該施工用甲板昇降式作業平台之甲 板検軸方向之移動執道上任意移動，以使該底塔向相同方 向移動之工程；籍由使該行走橫樑於鋪設在該平台本體之 曱板長軸方向之二個行走軌道上杆走，以使該底塔向相同 方向移動之工程；將譎底塔之下端部設置在該轉換件之工 201130713 程’將該中p树與該底塔同樣的移動’且如同重疊般的設 置在該底塔上端之工程；由使用支柱之油壓千㈣頂起系 統’將該搬運用曱板昇降式作#平台上昇至—定高度之狀 態下’藉由備置在該雙吊桿之桅桿夾持装置，如同夾持般 的分別夾制稱之下部桅桿射間桅桿，且#由備置在 該雙吊桿之掛狗，以進行巾掛該頂塔之工程；由使用支柱 之油壓千相頂起祕，使該施卫用曱板昇降式作業平台 ^上昇’以進行頂塔吊掛更高之卫程；藉由使裝設該雙吊 桿之吊桿旋轉台旋轉，以使該頂塔之方向改變之工程；藉 由架設該吊桿旋轉台之祕作業台車，使其在該行走橫^ 上’於鋪設找駐用曱板昇时作業平台之甲板橫軸方 向之移動軌道上任意移動，以使該頂塔向相同方向移動之 工程；藉由使該行走橫樑於鋪設在該平台本體之曱板長軸 方向之二個行走執道上行走，以使朗塔向相同方向移動 之工程；將該頂塔之下端部’如同重疊般的設置在該中間 塔上端之工程。 有關申請專利範圍第5項之發明，該單樁、套管及 沈箱之基礎施工，以及該套管及沈箱之銷樁之打椿作業， 其係利用備置在該施工用曱板昇降式作業平台之該雙吊桿 進行施工，且藉由利用該雙吊桿之施工及作業該單樁、 套管及沈箱之基礎施工，以及銷樁之打樁作業可更迅速、 穩定且確實。 根據申請專利範圍第1項記載之發明，其可提供作 業焱率、穩定性及妾全性較佳且低成·本之曱板昇降式作業 平台。特別，藉由行走横樑及移動作業台車，吊桿於平台 201130713 本體曱板上，無論是向甲板長軸方向與曱板橫軸方向之任 一方向，亦可迅速、.順利且正確的移動，因此可有效且迅 速的進行海上風力發電設施之塔及風車之施工。 根據申請專利範圍第2項記載之發明，除了申請專 利範圍第1項記載之效果外’由於吊捍係由分別備置掛釣 之二個吊桿組成的雙吊桿’因此藉由分別備置掛鉤之二個 吊桿組成的雙吊桿吊掛機材，而可更穩定、迅速且正確的 吊掛、移動。 根據申請專利範圍第3項記载之發明，除了申請專 利範圍第1項或第2項記載之效果外，由於吊桿係包含失 持頂塔之下部桅桿的下部桅桿夾持裝置，及夾持頂塔之中 間桅桿的巾職桿鱗裝置，因此可防止稱之倒下、傾 斜’且可穩定的夾持頂塔。 、 根據申請專利範圍第4項記載之發明，其可提供海 上風力發電設施之施工的作業效率更佳，且可穩定、安全 的海上風力發電設紅施工方法。#由行走橫襟及 移動作業台車’予桿於平台本體甲板上，無論是向甲板長 軸方向與甲板橫軸方向之任—方向，亦可迅速、順利且正 確的移動’固此可有效且迅速的進行塔及風車之施工。再 者，由於並無在搬·甲板昇降式作業平台上裝载履帶起 重機之必要’因此可提昇搬運效率。 根據申請專利範圍第5項記載之發明，除了申請專 利範圍第4項記載之效果外，該單樁、套管及沈箱之基礎 施工，以友該套管及沈箱之鎖樁之打樁作業，其係利用備 置在該施工用甲板昇降式作業平台之該雙吊桿進行施工， 201130713 因此藉由利用該雙吊桿之施工及作業，該單樁、套管及沈 相之基礎施工’以及銷捲之打捲作業可更迅速、穩定且確 實。 【實施方式】 為讓本發明之上述及其他目的，特徵及優點能更明 顯易懂’下文特舉本發明之較佳實施例，並配合所附圖 式，詳細說明如下： 請參照第ΙΑ、1B圖中，主要揭示用於海上風力發電 設施之施工的本發明第一實施例曱板昇降式作業平台。該 曱板昇降式作業平台1係包含：平台本體2，該平台本體 2依平面視角略呈矩形狀；支柱3，該支柱3係可任意穿 插且向垂直方向延伸的設在該平台本體2之四角落部，以 便藉由油壓千斤頂頂起系統（圖式省略）使該平台本體2 可任意昇降的移動；行走執道4，該行走軌道4鋪設在該 平台本體2之甲板長軸方向（縱長方向）；行走橫樑5， 該行走橫樑5係於該行走執道4上可任意行走；移動執道 6，該移動執道6鋪設在該平台本體2之甲板橫軸方向-(橫. 寬方向）；移動作業台車7’該移動作業台車7係在該行 走橫樑5上，並於該移動執道6上可任意移動；吊桿旋轉 台8 ’該吊桿旋轉台8係可任意旋轉的架設在該移動作業 台車7上；及二吊桿9、1G，該二左右之吊桿9、1〇組成 一雙吊桿11，且裝設在該吊桿旋轉台8上。 再者，如第15A、15B圖所示，該雙吊捍u 部桅桿夾持裝置13及中間桅桿諸裝置14。該下部^桿 201130713 =裝央制塔12之下部桅桿；針間桅桿央持裝 置央持頂塔〗2之_間桅桿。 如第18圖所示，該下部桅桿夾持裝置13係包含固 定基材I左右吊板件17、18及左右闕汽幻9 =固 該固定基材16係由導執15形成二端可㈣移動的央持在 f右^桿9、1G ’·該左右吊板件17、18係可任意搖動的 裝设在固定基材16且夾持頂塔12 ;左右油壓汽缸19、2〇 係可任意夾持的搖動該左右吊板件17、18。 从再者’在使頂塔！2之下部桅桿外周部抵接該固定基 材16之左右方向大約中心部的狀態下，當左右 19、2〇伸長時’左右吊板件17、18向祕方向搖動，且 夹持頂塔12之下部桅桿外周部。 當頂塔12之下部桅桿從夾持狀態解除，且使左右 壓汽紅19、20縮小時’則左右吊板件17、18向與夹持方 向相反方向搖動，並放開頂塔12之下部桅桿。再者，如 =所置示ηΓ間桅桿夹持裝置14亦具有與該下部桅 才干夾持裝置13相同之構成，且具有相同之作動。 如第ΙΑ〆、1Β圖所示，該平台本體2係形成藉由油壓 千斤頂頂起系統，而使複數個支柱3向垂真方向上昇或下 降之構成。例如，當平台本體2浮在海面上的狀態下嗜 複數個纽3下降，則在獨—定高賴，複數個支柱3 之下端部到達海底；當再使複數個支柱3下降時，平台本 體2向海面上方上昇。於該狀態下，相反的使複數個:柱 3上昇時’則平台本體2下降，且下降一定高度後，接觸 海面而形成浮在海面上的狀態。而且，使複數個支柱3上 201130713 昇-定高度時，解台本體2形成可自走或拖航。 再者’該平台本體2亦包含進行海上風力發電設施 所需要之基礎施玉的必要構成，然而由於其構成並 非本發明之特徵，因此省略其說明。 就該曱板昇降式作業平台1之作用而言，其於後述 之第2A、2B圖至第18圖所示本發明之第二實施例之海上 風力發電設施之施工方法中，藉由與甲板昇降式作業平台 1相同構成之施工用甲板昇降式作#平台31之作用予以 說明。 接著’就本發明之第二實施形態之海上風力發電設 施之施工方法，參照第2A、2B圖至第m、⑽圖予以說 明。 本發明之海上風力發電設施之施工方法中，其係利 用該甲板昇降㈣業平台（第丨圖+之符號丨），作為供海 上風力發電設施之施工使用的施工用甲板昇降式作業平台 3卜因此’施工用曱板昇降式作業平台31係具有與該甲 板昇降式作業平台（第1圖中之符號丨）相同之構成。 於此，為了方便說明，就與前述之第一實施形態相 同之構成部分’其係附加同一符號，而省略其說明。 再者，其詳細說明再後述，然而施工用曱板昇降式 作業平台31亦使用於海上風力發電設施之基礎的施工。 如第2圖所示，首先藉由使用複數個支柱34之油壓 千斤頂頂起系統（圖式省略），將已靠岸碼頭32之搬運用 甲板昇降式作業平台33，·上昇至海面上方一定高度。 再者，該搬運用曱板昇降式作業平台33係具有與該 201130713 施工用甲板昇降式作業平台31不同之構成，且主要係使 用於海上搬運用之甲板昇降式作業平台；再者，.其係形成 可裝载二組海上風力發電設施之機材的構成，且形成可分 別在搬運用曱板昇降式作業平台33之甲板.之右半部與^ 半部裝載一組海上風力發電設施之機材的構成。 接著，預先在陸上，將已組裝短艙35之頂塔12，藉 由陸上之履帶起重機36裝載在該搬運用曱板昇降式作業 平台33上。此時，其係將頂塔12以直立狀態，裝載於設 置在搬運用曱板昇降式作業平台33之甲板上之左半部前 部的第一裝載台37上。 接著，如第3A、3B圖所示，預先在陸上，將裝設在 轂38上之複數個葉片39，藉由陸上之履帶起重機祁組 裝在該頂塔12上端之短艙35前部。 再者，藉由履帶起重機36，將中間塔41以直立狀態 裝載於設置在搬運用甲板昇降式作業平台33之甲板上: 右半部中間部的第二裝載台40上，並將底塔43以直立狀 〜態裝載於設置在甲板上之右半部後部的第三裝載台42 上。 ° 而且，裝載另一組海上風力發電設施之機材時，將 在甲板上之右半部已完成裝載之一組作為第一組，並將另 一組之第二組裝載在甲板上之左半部。因此，在使搬運用 甲板昇降式作業平台33之複數個支柱34上昇，並使搬運 用甲板昇降式作業平台.33浮在海面上後，如第4圖所示 •的將搬運用甲板昇降式作業平会33,如箭頭方.向旋轉 180°，並在如第5A、5B圖所示的將搬運用甲板昇降式作 —12 — 201130713 業平台33之左半部侧靠序碼頭，再次的使複數個支柱34 下降’在使搬運用曱板昇降式作業平台33上昇至海面上 方一定高度後，與第一組海上風力發電設施之機材相同的， 將第二組海上風力發電設施之機材裝載在搬運用曱板昇降 式作業平台33之甲板上之左半部。此時，如第μ、圖 所示，分別將頂塔47、中間塔48及底塔49以直立狀態， 裝載在搬運用曱板昇降式作業平台33之甲板上之左半部 後部、中間部及前部之第四裝載台44、第五裝載台45及 第六裝載台46 ’並使頂塔12及頂塔47相對向，且使相 互的複數個葉片39不會干擾的形成背離裝載。 而且，藉由使用複數個支柱34之油壓千斤頂頂起系 統，將該搬運用曱板昇降式作業平台33下降至海面上， 且藉由自走，或如第7A、7B圖所示的由拖航船Μ拖航， 而移動至海上風力發電設施設置基地之地點。 如第8A〜8F圖所示，在海上風力發電設施設置基地 之地點，預先藉由施工用甲板昇降式作業平台31，進行 單樁62 >套管63或沈箱64中任一基礎之施工。再者， 如第8A〜8F圖所示，沈箱64較佳形成波浪之影響較少的 倒立漏斗形。 該單樁62、套管63及沈箱64之基礎施工，以及套 管63及沈箱64之銷樁65之打樁作業，其係利用備置在 施工用甲板昇降式作業平台31之雙吊桿u來進行。 藉由使用雙吊桿11之施工及作業，而可使單樁、套 管及沈箱之基礎施王，以及銷才畚之#樁作業的進行，.更為 迅速、穩疋，且可更安全、正確的進行。 —13 — 201130713 本發明之海上風力發.電設施之施工方法中，雖然可 在該單樁62、套管63或沈箱64中之任一基礎上，進行 海上風力發電設施之施工，然而在此以單樁62進行施工 為.例予以說明。 如第9圖所示，單樁62係利用施工用曱板昇降式作 業平台31進行施工。單樁62之施工時，單樁62之吊掛 係利用由二個左右吊桿9、10所組成之雙吊桿11進行。 再者，單樁62之定位作業、壓入作業及拔出作業，雖然 圖示中省略，例如可由備置在施工用曱板昇降式作業平台 31之包含動力套官千斤頂或動力搖動千斤頂之定位固定 裝置等來進行。再者，在已施工之單樁62的上端裝設轉 換件。 接著，如第10圖所示，將搬運用甲板昇降式作業平 台33，固定在該施工用甲板昇降式作業平台31附近。 此時，如第11A、11B圖所示，施工用曱板昇降式作 業平台31係由使用複數個支柱3之油壓千斤頂頂起系 統，而處在上昇至海面上方之一定高度的狀態；同樣的， 搬運用甲板昇降式作業平台33係由使用複數個支柱34之 油壓千斤頂頂起系統，而上昇至海面上方之一定高度。 接著，藉由備置在該施工用曱板昇降式作業平台31 上，由分別具備掛鉤之二個吊捍9、1〇所組成之雙吊桿 11 ’例如將第一組之底塔43吊起。 而且，藉由使裝設雙吊桿Π之吊桿旋轉台8旋轉， 以改變底塔43之方向；再者，藉由架設吊椁旋轉台8之 移動作業台車7，使其在行走橫樑5上，於鋪設在平台本 201130713 ，2之曱板橫軸方向之移動轨道6上移動以使底塔❹ 2同方向移動；再者，藉由使行走橫樑5於鋪設在平台 軸方向之二個行走執道4上行走，以钱 :43向相同方向移動；再者，如第μ，圖所示，藉 =積木方式（重疊方式）將底塔43之下端料置在轉換 1 千 bb。 藉由轉換件66調整垂直度，以使底塔仏形成垂直 方向’且固定單樁62及底塔43。Plform 'self-lifting type # platform) is transported to the site, and is set on the basis of soap-pile type, and the shape of the windmill is formed by the gambling, lack of leaf >1 pre-body, and then loaded on the SEP for windmill handling. It is transported to the site, and a windmill is placed on the tower to form a construction method for the offshore wind power generation facility. When the tower is installed on a single pile foundation, the "sand method for offshore wind power generation facilities" is installed by a crawler 3 machine mounted on the SEP for tower transportation; and when a wind turbine is installed on the tower, It is set by a crawler crane mounted on SEP for windmill transportation. As described above, in the "Construction Method for Offshore Wind Power Generation Facilities", when the tower is installed on a single pile foundation, the crawler crane of Qianche is installed; and when the windmill is installed on the tower, the tower is loaded on the windmill. The SEP crawler crane is transported for installation. Gambling in the tower tearing Qing and windmill handling with Na Na loading load is reduced _1! The loading space is narrow, and the windmill is in the Qing want to change or move the tower or move the crawler crane, but for the crawler belt lifting In the tower or the windmill, the workability is poor, and the work is poor, and the soap is suspended by the π± machine, and the tower or the windmill is shaken to cause work. 201130713 SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a seesaw lifting work platform which is excellent in work efficiency, stability, and safety. • In addition, the rafter lift platform is used to provide a construction method for offshore wind power facilities that can provide construction efficiency, stability and safety. In order to achieve the above object, the present invention provides the following technical means. The invention relates to the invention of claim 1, which provides an A-plate squatting working platform, which comprises: a platform body, a pillar, a walking beam, a mobile working trolley, a boom rotating table, and a boom; the pillar is arbitrarily interspersed and extends in a vertical direction at a corner portion of the platform body, and the hydraulic jack jacking system enables the platform body to move freely, and the walking beam is laid The two walking rails in the direction of the long axis of the deck of the platform body can be arbitrarily traveled; the mobile work platform is attached to the traveling beam, and can be arbitrarily moved on a moving track laid on the horizontal axis of the deck of the platform body; The boom rotating platform is arbitrarily rotatable on the moving work trolley; the boom is mounted on the boom rotating table. In the invention of Item 2, the boom is a double boom consisting of two booms respectively hooked. In relation to the invention of claim 3, the material bar includes a lower mast holding device that holds the mast below the top tower, and an intermediate mast holding device that clamps the middle mast of the top tower. The invention relates to the invention of the fourth paragraph of the patent. The system provides a method for defending offshore wind power generation facilities. The construction method of the offshore wind power generation facility 201130713 includes: jacking up by hydraulic jacks using pillars The system will raise the platform of the docking dock to a certain height above the sea surface; in advance, the top tower of the assembled nacelle will be loaded on the transport deck by the overhead crawler crane. The work on the work platform, in advance on the land, the blades mounted on the hub, assembled by the overhead crawler crane in the top tower; the intermediate tower and the bottom tower are loaded by the on-the-spot crawler crane The work on the deck lift platform for transport; by using the hydraulic jacking system of the pillars, the transport deck lift platform is lowered to the surface of the sea and moved to offshore wind by self-propelled or towed The location of the power generation facility setting base; the location of the offshore wind power facility setting base 'pre-built by the construction deck lift platform Construction of any of the foundations of a single pile, casing or caisson, and the construction of the conversion member at the upper end of the foundation; the lifting platform for the handling deck is used in the platform a project in the vicinity; by using a hydraulic jacking jacking system of the pillar, the carrying slab lifting work platform is raised to a certain height above the sea surface; by being placed on the construction rafter lifting platform a project of lifting the bottom tower by a double boom composed of two hanging rods respectively; and by rotating the boom rotating table equipped with the double boom to change the direction of the bottom tower, The mobile work vehicle that is erected by the boom rotating table is arbitrarily moved on the traveling beam and moved on the movement axis of the deck of the construction deck lifting platform so that the bottom tower is the same The direction moving project; the project of moving the walking beam on two walking rails laid in the longitudinal direction of the seesaw of the platform body to move the bottom tower in the same direction; The lower end portion is disposed in the conversion tool 201130713 "the same movement of the middle p tree and the bottom tower" and is arranged as an overlap on the upper end of the bottom tower; the hydraulic system using the pillars (four) jacking system 'The lifting shovel lifts the platform to the level of the fixed height'. By means of the mast holding device provided on the double boom, the lower mast masts are clamped like the clamps. And # by the dog placed on the double boom to carry out the construction of the top tower; the use of the pillars of the hydraulic pressure to pick up the secret, so that the guards use the raft lift platform ^ rise 'to Carrying out the higher maintenance of the top tower; the project of changing the direction of the top tower by rotating the boom rotating table equipped with the double boom; by setting up the secret working trolley of the boom rotating table, Having arbitrarily moved on the moving rail on the moving rail in the direction of the horizontal axis of the deck of the working platform for laying the slab, so that the top tower moves in the same direction; by making the running beam On the long axis of the raft on the platform body The two walking, walking along executed, so that it moves in the same direction Langta Engineering; the lower end portion of the top of the column 'disposed as to overlap like the project of the upper end of the intermediate column. In relation to the invention of claim 5, the foundation construction of the single pile, the casing and the sinking box, and the smashing operation of the pin pile of the casing and the sinking box are utilized in the lifting type of the construction raft The double boom of the working platform is constructed, and the foundation construction of the single pile, the casing and the sinking box, and the piling work of the pin pile can be more rapid, stable and reliable by utilizing the construction and operation of the double boom. According to the invention described in the first paragraph of the patent application, it is possible to provide a slab lifting operation platform which is excellent in work efficiency, stability, and sturdiness. In particular, with the walking beam and the mobile workbench, the boom can be moved quickly, smoothly and correctly in any direction from the long axis of the deck to the horizontal axis of the seesaw on the platform 201130713. Therefore, the construction of towers and windmills for offshore wind power facilities can be carried out efficiently and quickly. According to the invention described in the second paragraph of the patent application, in addition to the effects described in the first item of the patent application, the "suspension is made up of two booms consisting of two booms for hanging fishing respectively" The double boom consisting of two booms suspends the material, which can be more stable, rapid and correct hanging and moving. According to the invention described in the third paragraph of the patent application, in addition to the effects described in the first or second aspect of the patent application, since the boom comprises a lower mast holding device for the lower mast of the lost top tower, and clamping The middle pole of the top tower is equipped with a scale device, so that the top tower can be prevented from falling down and tilting. According to the invention described in the fourth aspect of the patent application, it is possible to provide a construction method for offshore wind power generation facilities with better operational efficiency and stable and safe offshore wind power generation. # By walking the crossbar and moving the work trolley's on the deck of the platform body, whether it is in the direction of the long axis of the deck and the direction of the horizontal axis of the deck, it can be moved quickly, smoothly and correctly. Rapid construction of towers and windmills. Furthermore, since there is no need to load a crawler crane on a moving deck lift platform, the handling efficiency can be improved. According to the invention described in the fifth paragraph of the patent application, in addition to the effects described in item 4 of the patent application scope, the foundation construction of the single pile, the casing and the sinking box, and the piling work of the lock pile of the casing and the sinking box The construction is carried out by using the double boom provided on the construction deck lifting work platform, 201130713. Therefore, the foundation construction of the single pile, the casing and the sink phase and the coil are utilized by utilizing the construction and operation of the double boom. The winding operation can be more rapid, stable and reliable. BRIEF DESCRIPTION OF THE DRAWINGS The above and other objects, features and advantages of the present invention will become more <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; In Fig. 1B, a first embodiment of the slab lifting work platform of the present invention for the construction of an offshore wind power generation facility is mainly disclosed. The slab lifting work platform 1 comprises: a platform body 2, the platform body 2 is slightly rectangular in a plane view; and a struts 3, which are arbitrarily interspersed and extending in a vertical direction, are disposed on the platform body 2 a four-corner portion for allowing the platform body 2 to be arbitrarily moved up and down by a hydraulic jack jacking system (illustrated omitted); the walking track 4 is laid in the longitudinal direction of the deck of the platform body 2 ( Longitudinal direction); walking beam 5, the walking beam 5 can be arbitrarily walked on the walking way 4; the mobile road 6 is laid on the horizontal axis of the deck of the platform body 2 - (horizontal. The width direction); the mobile work vehicle 7' is attached to the running beam 5, and is arbitrarily movable on the movement path 6; the boom rotating table 8' can be rotated arbitrarily The gantry 7 is mounted on the mobile work vehicle 7; and the two booms 9, 1G, the two left and right booms 9, 1 〇 form a double boom 11 and are mounted on the boom rotary table 8. Further, as shown in Figs. 15A and 15B, the double sling u-claw holding device 13 and the intermediate mast device 14 are provided. The lower part of the pole 201130713 = installed the lower part of the central tower 12 mast; the needle between the needle center holding device at the center of the top tower 〗 2 _ inter- mast. As shown in Fig. 18, the lower mast holding device 13 includes a fixed base material I, a lifting plate member 17, 18, and a left and right cymbal cymbal 9 = solid. The fixed base material 16 is formed by the guide 15 to form two ends (4) The moving center is held in the right lever 9, 1G '· The left and right hanging plate members 17, 18 can be arbitrarily rocked and mounted on the fixed base material 16 and clamp the top tower 12; the left and right hydraulic cylinders 19, 2 The left and right hanging plate members 17, 18 can be shaken arbitrarily. From the next one, the top tower! 2 When the outer peripheral portion of the lower mast abuts against the center portion of the fixed base material 16 in the left-right direction, when the right and left sides 19, 2〇 are extended, the left and right hanging plate members 17, 18 are shaken in the secret direction, and the top tower 12 is clamped. The outer part of the lower mast. When the lower mast of the top tower 12 is released from the clamped state and the left and right pressure reds 19, 20 are reduced, the left and right lifting members 17, 18 are rocked in the opposite direction to the clamping direction, and the lower portion of the top tower 12 is released. Mast. Further, if the η inter-turn mast holding device 14 is also shown, it has the same configuration as the lower 才 gripping device 13, and has the same operation. As shown in Fig. 1 and Fig. 1, the platform body 2 is formed by a hydraulic jack jacking system to raise or lower a plurality of pillars 3 in the vertical direction. For example, when the platform body 2 floats on the surface of the sea, the number of nuisances is decreased, and then the lower end of the plurality of struts 3 reaches the bottom of the sea; when the plurality of struts 3 are lowered, the platform body 2 rises above the sea surface. In this state, the plural is reversed: when the column 3 is raised, the platform body 2 is lowered, and after falling to a certain height, it contacts the sea surface to form a state of floating on the sea surface. Moreover, when the plurality of pillars 3 are lifted to a fixed height on 201130713, the disassembly body 2 is formed to be self-propelled or towed. Further, the platform body 2 also includes a necessary configuration for performing the basic application of the offshore wind power generation facility. However, since the configuration is not a feature of the present invention, the description thereof will be omitted. In the construction method of the offshore wind power generation facility according to the second embodiment of the present invention shown in FIGS. 2A, 2B to 18 of the following, by the action of the seesaw lifting work platform 1, The function of the construction deck lift type # platform 31 having the same configuration of the lift working platform 1 will be described. Next, the construction method of the offshore wind power generation facility according to the second embodiment of the present invention will be described with reference to Figs. 2A and 2B to m and (10). In the construction method of the offshore wind power generation facility of the present invention, the deck lifting (four) platform (the symbol of the figure +) is used as a construction deck lifting platform for the construction of offshore wind power facilities. Therefore, the construction slab lifting work platform 31 has the same configuration as the deck lifting work platform (symbol 第 in Fig. 1). Here, for the sake of convenience of explanation, the same components as those of the first embodiment described above will be denoted by the same reference numerals and will not be described. Further, although the detailed description will be described later, the construction slab lifting work platform 31 is also used for the construction of the offshore wind power generation facility. As shown in Fig. 2, first, by using the hydraulic jacking system (not shown) of the plurality of pillars 34, the transport deck lifting platform 33 of the docked dock 32 is raised to a level above the sea surface. height. Further, the transporting jaw lifting work platform 33 has a configuration different from the 201130713 construction deck lifting work platform 31, and is mainly used for a deck lifting work platform for sea transportation; Forming a structure that can load two sets of offshore wind power generation facilities, and forming a set of materials that can be loaded with a group of offshore wind power generation facilities on the right half of the deck of the transporting raft lift platform 33. Composition. Next, the top tower 12 to which the nacelle 35 has been assembled is previously loaded on the land by the crawler crane 36 on the land. At this time, the top tower 12 is placed in an upright state on the first loading table 37 provided on the front portion of the left half of the deck of the transporting jaw lifting work platform 33. Next, as shown in Figs. 3A and 3B, a plurality of blades 39 mounted on the hub 38 are assembled on the land in front of the nacelle 35 at the upper end of the top tower 12 by means of a land crawler crane. Further, the crawler crane 36 mounts the intermediate tower 41 in an upright state on the deck provided on the transport deck lift platform 33: the second loading platform 40 at the middle portion of the right half, and the bottom tower 43 It is mounted in an upright state on the third loading table 42 provided at the rear of the right half of the deck. ° Moreover, when loading another set of offshore wind power facilities, one of the right half of the deck has been loaded as the first group and the second group of the other group is loaded on the left half of the deck. unit. Therefore, when the plurality of pillars 34 of the transport deck lift working platform 33 are raised and the transport deck lift working platform .33 is floated on the sea surface, as shown in Fig. 4, the transport deck lift type is used. The work level is 33, as indicated by the arrow side. The direction is rotated by 180°, and the left side of the platform is lifted as shown in Figures 5A and 5B. Lowering the plurality of pillars 34. After raising the transporting jaw lifting platform 33 to a certain height above the sea surface, the materials of the second group of offshore wind power facilities are loaded in the same manner as the materials of the first group of offshore wind power facilities. On the left half of the deck of the carrying raft lift platform 33. At this time, as shown in the μ and the figure, the top tower 47, the intermediate tower 48, and the bottom tower 49 are respectively placed in an upright state on the left rear portion and the middle portion of the deck of the transporting jaw lifting work platform 33. And the fourth loading station 44, the fifth loading station 45, and the sixth loading station 46' at the front portion, and the top tower 12 and the top tower 47 are opposed to each other, and the plurality of blades 39 are prevented from interfering with each other. Moreover, the transporting jaw lifting platform 33 is lowered to the surface of the sea by using a hydraulic jacking system of a plurality of struts 34, and by self-propelling, or as shown in Figures 7A, 7B The towboat is towed and moved to the location of the offshore wind power facility. As shown in Figs. 8A to 8F, in the place where the offshore wind power generation facility is installed, the construction of any of the single pile 62 > casing 63 or caisson 64 is carried out in advance by the construction deck lifting work platform 31. . Further, as shown in Figs. 8A to 8F, the caisson 64 preferably forms an inverted funnel shape which is less affected by waves. The foundation construction of the single pile 62, the casing 63 and the caisson 64, and the piling operation of the sleeve 63 and the pin pile 65 of the caisson 64 utilize the double booms provided on the construction deck lifting work platform 31. Come on. By using the construction and operation of the double boom 11, the foundation of the single pile, the casing and the sinking box can be used, and the work of the piles can be carried out more quickly, stably, and more. Safe and correct. —13 — 201130713 In the construction method of the offshore wind power generation and electric facility of the present invention, although the offshore wind power generation facility can be constructed on the basis of any of the single pile 62, the casing 63 or the caisson 64, This is described by taking a single pile 62 as an example. As shown in Fig. 9, the single pile 62 is constructed using the construction slab lifting work platform 31. In the construction of the single pile 62, the suspension of the single pile 62 is carried out by a double boom 11 composed of two left and right booms 9, 10. Further, the positioning operation, the press-in operation, and the pull-out operation of the single pile 62 may be omitted from the drawings, and may be fixed by, for example, a power jack or a power swing jack provided on the construction slab lifting platform 31. The device or the like is performed. Further, a conversion member is attached to the upper end of the constructed single pile 62. Next, as shown in Fig. 10, the transport deck lift work platform 33 is fixed to the vicinity of the construction deck lift work platform 31. At this time, as shown in Figs. 11A and 11B, the construction slab lifting work platform 31 is in a state of rising to a certain height above the sea surface by the hydraulic jacking system using a plurality of struts 3; The transport deck lift working platform 33 is lifted to a certain height above the sea surface by a hydraulic jacking system using a plurality of pillars 34. Then, by placing on the construction slab lifting platform 31, the double slings 11' composed of the two slings 9, 1 respectively provided with hooks, for example, hoist the bottom towers 43 of the first group . Further, the direction of the bottom tower 43 is changed by rotating the boom rotating table 8 on which the double booms are attached; further, by moving the work cart 7 of the swing table 8 to the traveling beam 5 Upper, moving on the moving rail 6 laid in the horizontal axis direction of the platform of the platform 201130713, 2 to move the bottom tower ❹ 2 in the same direction; further, by laying the traveling beam 5 in the direction of the platform axis Walking on the obstruction road 4, the money: 43 moves in the same direction; further, as shown in the figure μ, as shown in the figure, the lower end of the bottom tower 43 is placed at a conversion of 1 thousand bb by means of a building block method (overlap mode). The verticality is adjusted by the switching member 66 so that the bottom 仏 is formed in the vertical direction ' and the single pile 62 and the bottom tower 43 are fixed.
接者’如第13A、13B圖所示，將中間塔41與底塔 同樣的移動’且如同重疊般的設置在底塔43之上端。 、而且’如第14A、14B圖所示，由使用複數個支柱34 之油麗千斤頂頂㈣統，將搬顧甲板昇降式作業平台 33上昇至一定高度之狀態；再者，如第18圖所示’，、藉^ 備置在^桿11之下部桅桿夾持装置13，如同夾持般的 、^頁12，再者，如第14A、14B圖所示，藉由中間桅 杯失持装置14，如同夾持般的紐頂塔12，且在頂塔12 之下端部架設崎67 ’由雙吊桿11吊掛頂塔12。 藉由下部桅桿夾持裝置13及中間桅桿夾持裝置14， 可防止頂塔12因葉片39、短驗35等之重量而倒下或傾 斜。 接著，如第15Α、15Β圖所示，由使用複數個支柱3 之油壓千斤頂頂起系統，使施工用甲板昇降式作業平台 31再上昇’以配合中間塔41之高度吊起頂塔12。 而且’藉ά使裝設雙吊桿ΰ之吊桿旋轉台8旋轉， 以改變頂塔12之方向；再者，藉由架設吊桿旋轉台8.之 一 15 — 201130713 移動作業台車7 ’使其在行走橫樑5上，於站讯丄 x 在施 JU* to 甲板昇降式作業平台31之甲板橫軸方向之移動軌道6 移動，以使頂^ 12向相同方向移動、冉去 上 if，错由使扞击 橫樑5於鋪敦在平台本體2之曱板長軸方向之二個行 道4上行走，以使頂塔12向相同方向移動；再者仃軌 16A、16B圖及第17圖所示，將頂塔η之下端呷，第 重疊般的利用堆積木方式，設置在中間塔43之上端。如同 接著，在海上風力發電設施之機材進行第二組施工 時，只要將搬運用甲板昇降式作業平台33移動到'，進= 第二組施工之海上風力發電設施設置基地之地點，進行2 第一組相同之施工即可。 -- 雖然本發明已利用上述較佳實施例揭示，然其並非 用以限定本發明，任何熟習此技藝者在不脫離本發明之精 神和範圍之内，相對上述實施例進行各種更動與修改仍屬 本發明所保護之技術範,，因此本發明之保護範圍當視後 附之申請專利範圍所界定者為準。 ' · -· · - - . · ♦ . ' " .... ... 【圖式簡單說明】 第1A圖··本發明之甲板昇降式作業平台之正視圖。 第1B圖：本發明之甲板昇降式作業平台之上視圖。 第2A圖：於相關本發明之海上風力發電設施之施工方 法中’頂塔裝載在搬運用甲板昇降式作業平台之完成狀態 之正視圖。 • . ♦ 第2B圖：於相關本發明之海上風力發電設施之施工方 201130713 曱板昇降式作業平台之作業狀態 法中’頂塔裴載在搬運用 之上視圖。 第3A圖 第3B圖 第4圖 視圖。 中間塔之裝載作業狀態之正視圖。 中間塔之裝載作業狀態之上視圖。 搬運用甲板昇降式作業平台之反轉狀況之上 第5A圖：搬運財板昇降式作業平台之反轉完成狀態 之正視圖。 ^ 第5B圖：搬運用曱板昇降式作業平台之反轉完成狀綠 之上視圖。 〜 第6A圖：第2組頂塔之裝載作業狀態之正視圖。 第6B圖：第2組頂塔之裝載作業狀態之上視圖。 第Μ圖：搬運用甲板昇降式作業平台之拖航狀態之正 視圖。 第7Β圖：搬運用甲板昇降式作業平台之拖航狀 視圖。 第8Α圖：作為基礎而進行單樁施工狀態之正視圖。 第8Β圖：作為基礎而進行套管施工狀態之正視圖。 第8C圖：作為基礎而進行沈箱施工狀態之王視圖。 第8D圖：作為基礎而進行單樁施工狀態之側視圖。 第8E圖·作為基礎而進行套管施工狀態之側視圖。 第8F圖：作為基礎而進行沈箱施工狀態之側視圖。 第9圖：裝設轉換件狀態之側視圖。 第胃10圖：將搬運用甲砬昇降式作業平台固定在施工用 甲板升降式作業平台附近之狀態之上視圖。 17 — 201130713 第11A圖：將底塔裝設在施工用曱板昇降式作業平台 之狀態之正視圖。. 第11B圖：將底塔裝設在施工用曱板昇降式作業平台 之狀態.之上視圖。 第12A圖：設置底塔之狀態之正視圖。 第12B圖：設置底塔之狀態之上視圖。 第13A圖：設置中間塔之狀態之正視圖。 第13B圖：設置中間塔之狀態之上視圖。 第14A圖：將頂塔裝設在施工用曱板昇降式作業平台 之狀態之正視圖。 第14B圖：將頂塔裝設在施工用甲板昇降式作業平台 之狀態之上視圖。 第15A圖：使施工用曱板昇降式作業平台上昇之狀態 之正視圖。 第15B圖：使施工用甲板昇降式作業平台上昇之狀態 之上視圖。 第16A圖：設置頂塔之狀態之正視圖。 第16B圖：設置頂塔之狀態之上視圖。 .第17圖：頂塔敦置完成狀態之側視圖。 第18圖：頂塔之夾持狀態之上視圖。 【主要元件符號說明】 〔本發明〕. 1曱板昇降式作業平台2平台本體 201130713 3 支柱 5 行走橫樑 7 移動作業台車 11雙吊桿 13下部桅桿夾持裝置 15 導軌 17吊板件 19 油壓汽缸 4 行走軌道 6 移動軌道 8 吊桿旋轉台 12頂塔 14中間桅桿夾持裝置 16固定基材 18吊板件 20 油壓汽缸As shown in Figs. 13A and 13B, the intermediate tower 41 has the same movement as the bottom tower and is disposed at the upper end of the bottom tower 43 as if it were overlapped. And, as shown in Figs. 14A and 14B, the deck lift working platform 33 is raised to a certain height by the use of a plurality of pillars 34 of the oily jacks (four); further, as shown in Fig. 18. Show, ', borrowing ^ is placed under the mast 11 gripping device 13, as the gripping, ^ page 12, and, as shown in Figures 14A, 14B, by the middle cup losing device 14 The top tower 12 is clamped, and the top tower 12 is suspended by the double boom 11 at the lower end of the top tower 12. By the lower mast holding device 13 and the intermediate mast holding device 14, the top tower 12 can be prevented from falling or tilting due to the weight of the blade 39, the short test 35, and the like. Next, as shown in Figs. 15 and 15, the top deck 12 is hoisted by the height of the intermediate tower 41 by the hydraulic jacking system using a plurality of pillars 3 to raise the construction deck lift platform 31. Moreover, 'the rotation of the boom rotating table 8 equipped with the double booms is changed to change the direction of the top tower 12; further, by erecting the boom rotating table 8. 15 - 201130713 moving the working trolley 7 ' It is moved on the traveling beam 5, and the moving rail 6 in the horizontal axis direction of the deck of the JU* to deck lifting work platform 31 is moved to move the top 12 in the same direction and to remove the if, wrong. By moving the slamming beam 5 on the two lanes 4 in the direction of the long axis of the slab of the platform body 2, the top tower 12 is moved in the same direction; and the trajectories 16A, 16B and 17 are It is shown that the lower end of the top tower η is 呷, and the overlapped one is stacked on the upper end of the intermediate tower 43 by means of stacked wood. In the second group construction of the offshore wind power generation facility, as long as the transportation deck lift working platform 33 is moved to the location of the offshore wind power generation facility setting base of the second group construction, 2 A group of the same construction can be. Although the present invention has been disclosed in the above-described preferred embodiments, it is not intended to limit the invention, and various modifications and changes may be made to the above-described embodiments without departing from the spirit and scope of the invention. The technical scope of the present invention is protected by the scope of the invention as defined by the appended claims. ' · -· · - - . · ♦ . ' " .... ... [Simplified illustration] Fig. 1A is a front view of the deck lifting work platform of the present invention. Figure 1B: Top view of the deck lift work platform of the present invention. Fig. 2A is a front elevational view showing the completion state of the top tower loaded on the transport deck lift working platform in the construction method of the offshore wind power generation facility according to the present invention. ♦ Figure 2B: Construction side of the offshore wind power generation facility of the present invention 201130713 Operational state of the raft lift working platform The top raft is placed on top of the transport. Figure 3A Figure 3B Figure 4 View. A front view of the loading operation status of the middle tower. Above view of the loading operation status of the middle tower. Above the reversal of the deck lift platform for transporting. Figure 5A: Front view of the reversed completion state of the transport pallet lifting platform. ^ Figure 5B: Reverse view of the carrying-up slab lift-up work platform. ~ Figure 6A: Front view of the loading operation status of the second group of top towers. Figure 6B: Top view of the loading operation status of the second group of top towers. Figure: Front view of the towed state of the transport deck lift platform. Figure 7: The towed view of the transport deck lift platform. Figure 8: Front view of the single pile construction state as a foundation. Figure 8: Front view of the casing construction state as a foundation. Figure 8C: View of the king of the caisson construction state as a foundation. Fig. 8D: Side view of the single pile construction state as a foundation. Fig. 8E is a side view showing the state of casing construction as a basis. Figure 8F: Side view of the state of caisson construction as a foundation. Figure 9: Side view of the state in which the converter is installed. Fig. 10: View of the upper side of the state in which the transporting armored lifting platform is fixed near the construction deck lifting work platform. 17 — 201130713 Figure 11A: Front view of the state in which the bottom tower is installed on the construction slab lifting platform. Figure 11B: Top view of the state in which the bottom tower is installed on the construction slab lifting platform. Figure 12A: Front view showing the state of the bottom tower. Figure 12B: View above the state of the bottom tower. Figure 13A: Front view showing the state of the middle tower. Figure 13B: View above the state of the middle tower. Fig. 14A is a front view showing the state in which the top tower is mounted on the construction slab lifting work platform. Figure 14B: View of the top view of the top tower mounted on the construction deck lift platform. Fig. 15A is a front view showing a state in which the construction slab lifting work platform is raised. Figure 15B: Top view of the state in which the construction deck lift platform is raised. Figure 16A: Front view showing the state of the top tower. Figure 16B: View above the state of the top tower. Figure 17: Side view of the completion of the top tower. Figure 18: Top view of the clamping state of the top tower. [Description of main component symbols] [Invention]. 1 曱 plate lifting work platform 2 platform body 201130713 3 pillar 5 walking beam 7 moving work trolley 11 double boom 13 lower mast clamping device 15 guide rail 17 hanging plate 19 oil pressure Cylinder 4 Walking track 6 Moving track 8 Boom rotating table 12 Top tower 14 Middle mast clamping device 16 Fixed base material 18 Hanging plate 20 Hydraulic cylinder
31 施工用甲板昇降式作業平台 32 碼頭 33 搬運用曱板昇降式作業平台 34 支柱 36 履帶起重機 38 轂 40 第二裝載台 42 第三裝載台 44 第四裝載台 46 第六裝載台 48 中間塔 61 拖航船 63 套管 65 銷樁 67 鋼索31 Construction Deck Lifting Work Platform 32 Dock 33 Handling Elevator Lifting Work Platform 34 Pillar 36 Crawler Crane 38 Hub 40 Second Loading Station 42 Third Loading Station 44 Fourth Loading Station 46 Sixth Loading Station 48 Middle Tower 61 Tow boat 63 casing 65 pin pile 67 steel rope
35 短艙 37第一裝載台 39葉片 41 中間塔 43 底塔 45 .第五裝截台 47 頂塔 49底塔 62 單樁 64 沈箱 66轉換件 —19 —35 Nacelle 37 First loading platform 39 blades 41 Middle tower 43 Bottom tower 45. Fifth loading platform 47 Top tower 49 Bottom tower 62 Single pile 64 Caisson 66 Conversion parts — 19 —