201215538 六、發明說明： 【發明所屬之技術領域】 本發明係關於—種在外海嚴峻之海象、氣象條件 下’可裝載、搬運及立起單樁或塔—體式風車等之海上風 力發電設施’以提供-種作業效率、穩定性及安全性較佳 之甲板昇降式作業平台船，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】 作為石油替代能源，風力發電係—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，可設置在昤上 =上之任一場所’然而對於如下之點而言，海上係：陸 上在風力發電上更具備有利的條件。 ⑴在海上，-般而言_上的風速強 又穩定的風。 人者艮好 (2)海上障礙物少，且噪音、電波障礙亦少。 海上宜越來越大魏之風車機㈣施工成本’ 盆侦=由於大規模之電力消耗地區集中在沿海區域，且 、力系統設備亦傾向於沿岸地區配齊 的供電成本等較便宜。 ㈣背’因此海上 如此’在風力發電上，海上比陸上 件。很多國家尨田金U θA 八商更有利的條 夕®豕知用海上風力發電設施’且一般係設置在從 201215538 沿岸數百公尺至數公里的距離。 有關該種技術之習知文獻，例如請參照日本國特開 2005-69025 號公報。 該公報巾’其記載-種適錢水深叙著底式海上 風力發電裝置之設置方法。其係於陸地上，在箱型之浮體 上立設筒狀之風車基礎部，並鱗停泊於海上，且在風車 基礎部上裝載風車本體，以形成海上風力發電裝置；再利 用拖船將海上風力發f裝置拖航至設置海域，且利用起重 機船將海上風力發钱置—較#，—邊魏重物注入浮 體内’再湘起f機船將海上風力發電裝置降下，使基礎 本體固定在海底地盤。 再者’本案申請人已提出了日本國特開2〇1〇_〇48〇51 號「甲板升降式作業平台船及海上風力發電設施之施工方 法」的發明申請案。 於該發明中’其係藉由包含平台本體、及鋪設在該 平台本體之行走軌道上可㈣行走之行走難、及齡在 該行走橫樑之移動軌道上可任意移動之移動作業台車、及 可任意旋轉的架設在該移動作業台車上之吊桿旋轉台、以 及裝設在該巾桿旋轉纟上之二轉的f板昇降式作業平台 船，以提供一種海上風力發電設施之作業效率、穩定性及 安全性較佳之施工。 然而，於該種技術中，現今依然有如下之缺點。 (1) 隨著前往施工條件嚴峻之外海及設施之大型化， 其施工設備費用增加。因此，期待著能降低其成本。 (2) 單樁基礎有口徑越大（¢5.〇m以上），重量越重 201215538 一 (500嘲以上），長度越長（6〇m以上）之趨勢。因此，為了 確保構造物施卫之蚊性、安全性及紅搬運之安全性， 期待著迅速的組合。 (3) 期待能確保在可工作日數内（3月〜1〇月）設置目 標機數目的施工。 (4) 於海上之組合，期待能確保垂直之精密度。 (5) 有選擇可供超大型打樁機械吊掛（21〇噸）打樁所 二之中型SEP(Self Elevating Platform甲板昇降式作業 • 平台船）裝载（11GG嘲以内）之履帶起重機的必要。 (6) 期待開發SEP裝載載重（ι100噸）以内之作業裝 置。 (Ό期待k汁風車組立時之風速的工作限度（從 l〇m/Sec以下提昇至15m/sec以下），且謀求縮短組立之 曰數。 【發明内容】 I發明有鑑於如上之現狀，提供—種可在外海嚴峻 之海象、氣象條件下，裝載、搬運及立起單樁或塔一體式 風車等之海上風力發電設施，及提供作業效率、穩定性^ 安全性較佳之曱板昇降式作業平台船，以及安全性較佳之 施工的海上風力發電設施之施工方法為目的。 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—種甲 ㈣降式作業平台船，該曱板昇降式作f平台船係包含. +台本體及支柱；該支㈣可任意f插且向垂直方向延伸 201215538 落部’且_千斤頂頂起系統使 /。本體可任料降的移動；該平台本體之甲板上 裝置係於倒伏狀態或傾斜倒伏狀態二 的护成財於解Μ紅W上可任意移動 斜倒伏狀二一體式風車— 有關申請專利範圍第2項之發明，該平台本 =:該塔一體式風車之頂塔之可任意移動之風車 有關申請專利範圍第q 1 A雄拒心；t μ〜第3項發明，該立起裝置包含 :=:::該基礎框架，且使該單樁或塔-二 :關申請專利範圍第4項之發明，該基礎框架及支 牙=上架设可使該支樓導架任意立起之立起油壓汽缸。 錢_料·_ 5項之發明， 在推拉出心 浮起防 可任〜、移動的支稽該基礎框架之起重搬運件。 有關申請專利範圍第6項之發明，稽 縣置及上部倒下防止裝置;該下部夹持 :支撐該早樁或塔—體式財之τ部；該 置可支樓該單樁或塔-體式風車之上部，以杉會二^ 201215538 定姿勢而倒下。 板之申請專利範圍第7項之發明，該平台本體之曱 ⑴端部包含可任意吊卸該單樁之下端部之千斤頂裝置 〇 上風I，申請專利範圍第8項之發明，其係提供一種海 發電設施之施工方法，該海上風力發電設施之施工 /係^含：利用設置在平台本體之立起裝置，於平台本 立^使早樁或塔—體式風車可任意支撐，任意移動及任意 &且可使該單樁或塔一體式風車於倒伏狀態或傾斜倒 樁〆=下支撐在該平台本體上；藉由該平台本體，使該單 或塔體式風車於倒伏狀態或傾斜倒伏狀態下，搬運至 施工現場巾，利⑽立城置，使該單樁或塔 -式風車於倒伏狀態或傾斜倒伏狀態下，在該平台本體 ^移動至-定位置；细該立起裝置，使該單樁或塔一體 式風車從舰狀態或傾制伏狀態立起至垂餘態；及利 =立起裝置及千斤縣置’使立起之料樁或塔一體式 風車下降至一定位置。 根據申請專職圍第1項記載之發明，其可提供在 外，嚴峻之縣，氣祕件下，可輯、搬軌立起單播 或塔-體歧料之海上風力發電設施，以提供—種作業 2，穩紐及安全性較佳且可降域本之甲板昇降式作 業平台船。再者，本發明之甲板昇降式作業平台船可提昇 風車組立時之風速的工作限度，且可謀求縮短組立之日數 0 根據申請專利範圍第2項記載之發明，除了申請專 201215538 利範圍第1項記载之效糾 可 任意移動的承_—體式風車之^車移私支揮台， 利r ίΐιί I專利㈣第3項記载之發明，除了申往直 =1項記载之效果外，藉由基 可= 或塔—體式風車· ± 卞】移動早樁 風車，且立^由支#導架’可支撐單捲或塔一趙式 利範範圍第4觀載之翻，除了申請專 支撐藉由立起_汽缸，可立起 利範圍第5項記載之㈣，除了申請專 J關弟d項錢之效果外，藉 出、拉出基礎抠架·拉出〜 出/由—虹’可推 架之導執浮起.ά \/f"防止裝置，可防止從基礎框 框架。起’㈣起重搬運件’可任意移動的支撐基礎 根據申請專利顧第6項 利範圍第3項記載之效果外，藉由下部;;裝 體式風車之下部;藉由上部倒下防止裝置? nn该車之上料會賴—杉勢而倒下。 據申切專利範圍第7項記 利範圍第i項記載之效果外 二除二2專 樁之下端部。 料千斤職置，可吊掛單 於利範圍第8項記載之發明，可提供在外 ==氣_下’裝載、搬運、立起及下降至 早或塔一體式風車等之海上風力發電設施， 1 θ供作業效率、穩定性、安全性較佳且可降低成本之 201215538 海上風力發電設施之施工方法。再者，根據本發明之海上 風力發電設施之施工方法，可提昇風車組立時之風速的工 作限度，且可謀求縮短組立之日數。 【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：201215538 VI. Description of the invention: [Technical field to which the invention pertains] The present invention relates to an offshore wind power generation facility capable of loading, transporting, and erecting a single pile or a tower-type windmill under the snorkeling and meteorological conditions of the open sea. To provide a deck lift type work platform ship with better operational efficiency, stability and safety, and a construction method for offshore wind power generation facilities with better safety. [Prior Art] As an alternative energy source for petroleum, wind power is an excellent energy source and an effective energy source for environmental measures such as preventing global warming. As a setting field of the power generation facility for wind power generation, it can be installed in any of the above places. However, for the following points, the sea system has more favorable conditions for wind power generation on land. (1) At sea, in general, the wind speed is strong and stable. Everyone is good (2) There are few obstacles at sea, and there are few noise and radio wave obstacles. At the sea, it is necessary to increase the size of Wei's windmills. (4) Construction costs ‘Plant detection=Because large-scale power consumption areas are concentrated in coastal areas, and power system equipment also tends to be cheaper in the cost of power supply in coastal areas. (4) The back is therefore at sea. In the case of wind power, the sea is more than the land. In many countries, Putianjin U θA is more advantageous for the use of offshore wind power facilities, and is generally located at a distance of several hundred meters to several kilometers from 201215538. For a conventional document on such a technique, for example, refer to Japanese Patent Laid-Open Publication No. 2005-69025. In the publication, the description of the method of setting up a type of offshore wind power generation device is described. It is attached to the land, and a tubular windmill foundation is erected on the box-shaped floating body, and the scales are moored at sea, and the windmill body is loaded on the foundation portion of the windmill to form an offshore wind power generation device; The wind power f device is towed to the set sea area, and the crane ship is used to send the wind power to the sea--#,--Wei Wei heavy objects are injected into the floating body', and then the Xiangfeng f-ship ship lowers the offshore wind power generation device to make the basic body Fixed to the seabed site. Furthermore, the applicant of this case has filed an invention application for the "Development Method for Deck Lifting Platform Ships and Offshore Wind Power Generation Facilities" of the Japanese Special Opening 2〇1〇_〇48〇51. In the invention, the mobile work vehicle can be arbitrarily moved by the platform body and the walking track laid on the platform body, and can be arbitrarily moved on the moving track of the running beam, and An arbitrarily rotating boom rotating table mounted on the moving work vehicle, and a two-turn f-plate lifting work platform ship mounted on the rotating shaft of the towel bar to provide an operational efficiency and stability of the offshore wind power generation facility Construction with better sex and safety. However, in this technology, the following shortcomings still exist. (1) As the construction conditions are severe and the sea and facilities are large, the construction equipment costs increase. Therefore, it is expected to reduce its cost. (2) The single pile foundation has a larger diameter (¢5.〇m or more), and the heavier the weight 201215538 one (500 mazs above), the longer the length (more than 6〇m). Therefore, in order to ensure the safety of mosquitoes, safety and red handling of structures, a rapid combination is expected. (3) We look forward to ensuring that the number of target machines is set within the number of working days (March to January). (4) At the sea, it is expected to ensure vertical precision. (5) There is a need for crawler cranes for the loading of large-scale piling machinery (21 ton tons) pilings, medium-sized SEP (Self Elevating Platform deck cranes • platform ships) (11GG ridicule). (6) We look forward to the development of SEP load handling equipment (1100 tons). (I hope that the operating limit of the wind speed when the k-kiln windmill is assembled (upgraded from l〇m/Sec to 15 m/sec or less) and shorten the number of sets. [Invention] The invention is based on the above situation. An offshore wind power generation facility that can load, transport and erect single-pile or tower-integrated windmills under the straits of sea and meteorological conditions in the open sea, and provides a lifting and working operation with better work efficiency and stability. The present invention provides the following technical means for the purpose of achieving the above-mentioned purpose. The invention of the first aspect of the patent application provides a type A (four) The descending platform ship, the raft lifting type f platform ship system includes: + table body and pillar; the branch (4) can be arbitrarily f inserted and extends vertically in the direction of 201215538, and the jack jacking system enables /. The movement of the platform can be carried out; the device on the deck of the platform body is tied to the lodging state or the tilting state 2, and the protection of the wealth can be arbitrarily moved on the smashing red W. Windmill - The invention relating to the second application of the patent scope, the platform =: the windmill of the top tower of the tower-integrated windmill can be moved freely. The patent application scope q 1 A male refuses; t μ ~ the third invention The erecting device comprises: =::: the basic frame, and the single pile or tower-two: the invention of the fourth application patent scope, the basic frame and the supporting teeth = the upper erection can make the branch guide The erecting of the erecting of the hydraulic cylinder. The invention of the _ material _ 5 items, the hoisting and transporting of the basic frame in the push-pull out of the heart. The invention of the item, the Jixian and the upper falling prevention device; the lower clamping: supporting the early pile or the tower-body type τ; the set-up building the single pile or the tower-body windmill above the cedar In the invention of the seventh application of the board, the end of the platform body (1) includes a jack device that can arbitrarily hoist the lower end of the single pile, and wind up, applying for a patent The invention of the eighth aspect of the invention provides a construction method of a marine power generation facility, Construction/system of offshore wind power facilities: Containing the erecting device installed on the platform body, the platform or the tower-type windmill can be arbitrarily supported, arbitrarily moved and arbitrarily & and the single pile or The tower-integrated windmill is supported on the platform body in the lodging state or the inclined pile-down 〆=; by the platform body, the single or tower-type windmill is transported to the construction site towel in the lodging state or the inclined lodging state, (10) setting up the city so that the single pile or tower-type windmill moves to the -position position in the collapsed state or the inclined lodging state; the standing device is thinned to make the single pile or tower integrated windmill The state of the ship or the state of the swaying state is raised to the sloping state; and the sturdy device and the squadron are set to 'fall the pile or the tower-integrated windmill to a certain position. According to the invention described in Item 1 of the full-time application, it can provide offshore wind power facilities that can be used to collect and erect unicast or tower-body viscous materials under the severe conditions of the county. Operation 2, stable and safe, and can be reduced to the Deck lift platform ship. Furthermore, the deck lifting work platform vessel of the present invention can increase the working speed of the wind speed when the windmill is assembled, and can shorten the number of days of assembly. 0 According to the invention described in the second paragraph of the patent application scope, in addition to the application for 201215538 The effect of one record can be arbitrarily moved. The body of the windmill is a private car, and the invention described in item 3 of the patent (4) is not only the effect of the application. In addition, the base pile windmill can be moved by the base can be used or the tower-type windmill·± 卞, and the support can be supported by the single guide or the tower-Zhao-style range. The special support can be established by the _cylinder, which can be used in the fifth item of the profit range (4). In addition to the effect of applying for the special money of the brothers, l lend, pull out the basic truss, pull out, and out/by- The rainbow's push-pull guide floats. ά \/f" prevents the device from being able to prevent the frame from the base frame. The support base that can be arbitrarily moved from the '(4) lifting transporting parts is based on the effect described in item 3 of the scope of application for patents, by the lower part; the lower part of the mounted windmill; by the upper falling prevention device? Nn The top of the car will fall on the cedar. According to the effect of item 7 of the scope of patent application, the effect of item i of the scope of interest is divided into the lower part of the second pile. It can be used for the invention of the eighth item in the scope of profit, and can provide offshore wind power facilities such as loading, moving, erecting and descending to the early or tower-integrated windmills. θ 201215538 offshore wind power generation facility construction method with better work efficiency, stability, safety and cost reduction. Further, according to the construction method of the offshore wind power generation facility of the present invention, the working limit of the wind speed at the time of windmill assembly can be increased, and the number of days of assembly can be shortened. The above and other objects, features and advantages of the present invention will become more <RTIgt;
請參照第ΙΑ、IB、1C ®，甲板昇降式作業平台船j 係包含平台本體2及數個支柱3;該平台本體2依平面視 角略呈矩形狀；該支柱3係可任意穿插且向垂直方向延伸 的汉在斜台本體2之各祕部，以便藉由油麗千斤頂頂 起^统（圖式省略）使該平台本體2可任意昇降的移動。在 使單樁（圖式省略）或塔—體式風車〔在塔（稱、中間塔 及基％)hx置纟讀、她及葉片〕4於倒伏狀態或傾斜 =伏狀態下’於平台本體2之甲板上可任意移動的形成支 撲’且將立_置5設置在平台本體2之甲板上，以使單 f或塔一體式風車4可從触絲或傾斜倒錄態任意立 起0 起裝置5係包含基礎框架12及支稽導架μ ;該 i之=係可任意行走於鋪設在該平台本體2之曱板 起的去;’該支撐導架14係由減丨3而可任意立 起的支撐在該基礎框架12 保持可任意拆|。 且使該早樁认—體式風車4 而且，在該基礎框架12及支樓導架14上架設可使 201215538 該支撐導架14任意立起之立起油壓汽缸15。 再者’在平台本體2之甲板上以傾斜倒伏狀態支撐 塔一體式風車4時’該甲板昇降式作業平台船1係包含可 任意承載移動該塔-體式風車4之頂塔16部分的風 動式支禮台17。 該風車移動^支標台17係由支#台用油壓汽叙18 推出或拉出’而形成可在導軌u任意行走之構成。 再者，在平台本體2之甲板之前端部（第1β圖之右 端部），包含可於立起裝置5之二侧任意吊卸單捲 之千斤頂裝置19。 如第2A、2B、2C圖所示，在該基礎框架12之後 :’配設可任意推出，拉出該基礎框架12之推拉出油屋 汽缸21 ;在該基礎框架12之後部下部，配設可防止從該 基礎框架12之導軌11浮起之浮起防止裝置22 ;在該基 礎框架12之下部，配設可任意移動的支撐該基礎框架 之起重搬運件23。 'Please refer to ΙΑ, IB, 1C ® , deck lift platform ship j system including platform body 2 and several pillars 3; the platform body 2 is slightly rectangular in plan view; the pillar 3 can be arbitrarily inserted and vertical The direction extending Han is in the secret parts of the inclined body 2 so that the platform body 2 can be arbitrarily moved up and down by the oil jack jacking (illustration omitted). In the single-pile (illustration omitted) or tower-body windmill [in the tower (called, middle tower and base %) hx read, her and the blade] 4 in the lodging state or tilt = volt state 'on the platform body 2 The deck can be arbitrarily moved to form a support and the vertical set 5 is placed on the deck of the platform body 2, so that the single f or tower integrated windmill 4 can be erected from the touch wire or the tilted state. The device 5 includes a base frame 12 and a support guide μ; the i can be arbitrarily traveled on the raft of the platform body 2; 'the support guide 14 can be arbitrarily reduced by 3 The raised support remains freely detachable in the base frame 12. Further, the early pile-type wind turbine 4 is further provided with a hydraulic cylinder 15 that can erect the support guide 14 at the time of the foundation frame 12 and the branch guide 14 . Furthermore, when the tower-integrated windmill 4 is supported on the deck of the platform body 2 in a sloping state, the deck lift type workboat 1 includes a wind movement that can arbitrarily carry the top tower 16 of the tower-body windmill 4 Style pedestal 17. The windmill movement control table 17 is formed by pushing or pulling out the hydraulic pressure gauge 18 to form a guide rail u. Further, the front end portion (the right end portion of the first ? figure) of the deck of the platform main body 2 includes a jack device 19 which can arbitrarily hang a single roll on both sides of the erecting device 5. As shown in Figs. 2A, 2B, and 2C, after the base frame 12: 'the arrangement is arbitrarily pushed out, and the push-pull-out oil house cylinder 21 of the base frame 12 is pulled out; and the lower part of the base frame 12 is provided with a lower portion. A floating prevention device 22 that floats from the guide rail 11 of the base frame 12 is prevented; and a lifting carrier 23 that arbitrarily moves and supports the base frame is disposed at a lower portion of the base frame 12. '
如第3A、3B、3C、3D、3E、3F圖所示，支撐導架14 包含下部夹持裝置31及上部倒下防止裝置32 ;該下部夾 持裝置31係在支撐導架14之前端部（第3A圖之右端部、 於立起狀態則是下端部）可任意支樓該單樁或塔—體式風 車之下部；該上部倒下防止裝置32係在後端部（第^ & 之左端部、於立起狀態則是上端部），可支撐該單樁戈汉 —體式風車之上部，以使不會超越一定姿勢而倒下·且在 支樓導架14之大約中間部包含可支撐該單樁或塔一體式 風車之中間部之支撐台33。 J 201215538 第4A、4B、4C圖係揭示該下部夾持裝置31，下部失 持裝置31係包含二直立部34、二左右下部支撐臂、一 下部支撐臂緊固汽缸36、二左右下部支撐臂37、二孔 37a、一挿銷37b及一下部支撐臂緊固汽缸38 ;該直立部 34係從支撐導架14之前端部二側部形成直立；該左右下 部支撐臂35係形成圓弧狀，可任意開關的支撐在二直立 部34之上端部，且支撐倒伏狀態或傾斜倒伏狀態之單樁 或塔一體式風車之左右下侧；該下部支撐臂緊固汽缸祁 係緊固左右下部支撐臂35 ;該左右下部支撐臂37係形成 圓弧狀，可任意開關的支撐在二直立部34之上端部，且 支撐倒伏狀態或傾斜倒伏狀態之單樁或塔—體式風車之左 右上側；該二孔37a係分別開設在左右上部支撐臂37之 上端:對位該二孔37a，且藉由挿入該挿銷37b，而由上 部支樓臂緊固汽缸38緊固二左右上部支稽臂37。As shown in FIGS. 3A, 3B, 3C, 3D, 3E, and 3F, the support guide 14 includes a lower holding device 31 and an upper falling prevention device 32; the lower holding device 31 is attached to the front end of the support guide 14 (The right end of FIG. 3A and the lower end of the standing state) may be arbitrarily attached to the lower part of the single pile or tower-type windmill; the upper fall prevention device 32 is attached to the rear end portion (the second & The left end portion and the upper end portion are upper end portions, which can support the upper portion of the single-pile Gohan-body windmill so as not to fall beyond a certain posture, and include in the middle portion of the branch guide 14 A support table 33 supporting the intermediate portion of the single pile or tower integrated windmill. J 201215538 4A, 4B, 4C show the lower clamping device 31, the lower holding device 31 comprises two upright portions 34, two left and right lower support arms, a lower support arm fastening cylinder 36, and two lower left support arms 37, two holes 37a, a pin 37b and a lower support arm fastening cylinder 38; the upright portion 34 is formed upright from the front end portions of the support guide frame 14; the left and right lower support arms 35 are formed in an arc shape The left and right lower sides of the single-pile or tower-integrated windmill supporting the lodging state or the inclined lodging state can be arbitrarily switched; the lower support arm fastens the cylinder and fastens the left and right lower support The arm 35; the left and right lower support arms 37 are formed in an arc shape, and can be arbitrarily switched to support the upper end portion of the two upright portions 34, and support the left or right upper side of the single pile or the tower-type windmill in the lodging state or the inclined lodging state; Two holes 37a are respectively opened at the upper ends of the left and right upper support arms 37: the two holes 37a are aligned, and by inserting the pins 37b, the upper and lower upper arm arms 37 are fastened by the upper branch arm fastening cylinders 38. .
再者，倒伏狀態或傾斜倒伏狀態之單樁或塔一體式 二車’其係藉由二左右下部支推臂35及二左右上部支撑 37而切下部側及上部侧，且由下部支撐臂緊固汽缸 及上部支撐臂緊固汽缸38以一定之力量形成緊固。 第5A、5B圖係揭示該上部倒下防止裝置犯，上部倒 裝置32係設置在支料架Μ之後端部（於立起狀 二、=端部）；該上部釘防止裝置⑽係包含一支樓台 41 ;談部讀臂4G及二左右上部支撐臂開關汽缸 _#σ 39係沿著倒伏狀態或傾斜倒伏狀態之單樁 部主俨風車下侧之圓弧狀形狀而形成支撐;該左右上 牙〇係形成圓弧狀，可任意開關的支撐在支撐台 201215538 39之左右上端部，且支撑倒伏狀態或傾斜 樁或塔-體式風車之左右上側；該左右 之早 缸41係分料任意緊左右上部支開關汽 接著，就利用該甲板昇降式作業平台船 力發電設施之施工方法予以說明。 上風 =，參照第16卜6。、61)圖，就作為海上風力 發電β又施之基礎之單樁之施工方法予以說明。 第6Α圖係揭示單樁拖航時之外觀。 具體而言’利用配置陸上之起重機 將運送至陸上之碼頭的單樁51吊卸，再 ^略) 由複數個纽“上㈣_2上的^^至 =1下Τ立起裝置5後，由複數個支柱3而使平 :本2下降，以形成如第^圖所示之浮在海上的狀 下之3播美在立起裝置5時’立起裝置5形成如 係_拉出油壓汽缸21，而位在 向後方側U 6Α圖左相）拉近之位置 = 成大約水平狀離之姿熱-㈣μ 又访料14係瓜 ,Γ ，打竭狀怎之下部夾持裝置31 ; 32;單椿51係以倒伏狀態 ^图#口上’單播51係由下部夾持裝置31而形 二由上部倒下防止裝置32支樓而形成不會倒 下，早樁51整體支撐在立起裝置5。 狀態=至^降式作業平台船丨係將單樁— 到達施工現場時，如第6B圖所示，將支柱3降下， —12 — 201215538 平台船1固定在一定高度，且藉由推 拉出油21將基礎_ 12往前雜峡， 圖所不，藉由立起油壓故15將支料架14 樁51係形成如第6D圖所示之立起狀態。 、早 第7A〜7D圖係揭示單樁51被立 前之狀態。 早樁51降下 其係在 並鬆緩 且藉由 ⑽在降下單樁51之前，如第7A〜7D圖所示 早樁51之下端部吊掛千斤頂裝置19之境織52 下部夾持褒置31及上部倒下防止裝置32之 千斤頂裝置19降下單樁51。 一邊降下單樁51，且藉由甲板昇降式作業平H =载之圖不省略的定位保持裝置形狀位 ^ 略的樁打入裝置進行打樁。 ㈣由圖不4 再者，在進行完打樁之單樁51 可供連結塔-體式風車4之下端部的㈣預先配設 接著’就作為海上風力發電設 體式風車之施玉方法抑說明。 要^之&- 科—體錢車魏時之外觀。 將抑fr 置陸上之起重機等（圖式省略）， 式風車4 ΐ上之碼頭的塔一體式風車4予卸，再將塔-體 ΚΙ"至峨嫩3而上昇之平㈣心 個支柱3而使平台本體2下降，以形成如第 ic圖所不之洋在海上的狀態。 h 使塔一體式風車4支撐在立起裳置5時，立起裳置5 —13 — 201215538 形成如下之狀態：基礎框架12係由推拉出油麗汽缸Μ， 而位在向前方侧（第1A圖右方側）被推出—定尺寸之位 ，，支料架14係由立起油壓汽缸15，形成傾斜水平狀 九、之姿勢；打職紅下部祕裝置31 ;打驗態之上 二：：防止裝置32 ;塔—體式風車4係以傾斜倒伏狀態 裝载在風車移動式支撐台Π上；塔-體式風車4係由下 裝置31形成緊固下部，由上部倒下防止裝置32支 ^部，且被立起裝置5支稽’而上部係支撐在風車移 動式支撐台17上。 ⑽^者’、甲板升降式作業平台船1係將塔—體式風車4 頃斜倒伏狀態搬運至施工現場。 如第8圖所示’到達施玉現場時，將支柱3 =甲板祕式健平⑽丨固定在—定高度，藉由從拖 =時外觀之姿勢之《，或藉由錄出油 礎框架12適當的往前方推出後，再如第8圖之實= 不，藉由立起油壓汽缸15立起支樓導架14，以立起塔一 體式風車4。 接著，如第9圖所示，在先進行完打格之單捲5 第7A、7C圖之軸套53)上’連結塔-體式風 車之下Up，以完成海上風力發電設施。 根據本發明之甲板昇降式作業平台船及海上風力發 電设施之施工方法，可期待如下所示之效果。 ^ 的組藉由立起裝置，可進行不需要履帶起重機之單樁 (2)由於樁組合f置係向前後滑動之移動方式，因此 201215538 可提昇樁打入位置之精密度。 (3)藉由沿者支樓導架設置之上部倒下防止裳置及下 部夾持裝置，可保持垂直精密度。 (4)由於可於碼頭將海上風力發電設施部件安裝在立 起裝置，並予以固定，因此可於海上安穩且安全的搬運海 上風力發電設施部件。 (5) SEP搭載履帶起重機之選定，只要吊掛最大載重 係打樁機器210噸，且800噸履帶起重機即可。Furthermore, the single pile or tower integrated two-vehicle in the lodging state or the inclined lodging state cuts the lower side and the upper side by the two left and right lower push arms 35 and the two left and right upper support 37, and the lower support arm is tight The solid cylinder and upper support arm fastening cylinder 38 are secured with a certain amount of force. 5A and 5B show the upper fall prevention device, and the upper reversing device 32 is disposed at the rear end of the support frame (in the vertical shape, the end portion); the upper nail preventing device (10) includes a Supporting platform 41; talking section reading arm 4G and two upper and lower upper arm switching cylinders _#σ 39 is formed by supporting the arc shape of the lower side of the main windmill of the single pile along the lodging state or the inclined lodging state; The upper gingival system is formed in an arc shape, and can be arbitrarily switched and supported at the upper and lower upper ends of the support table 201215538 39, and supports the lodging state or the left and right upper sides of the inclined pile or the tower-body windmill; the left and right early cylinders 41 are randomly divided. The right and left upper branch switch steam is then used to explain the construction method of the deck lift working platform marine power generation facility. Advantages =, refer to the 16th and 6th. 61) The construction method of the single pile as the basis of the offshore wind power generation β is explained. Figure 6 shows the appearance of a single pile while towing. Specifically, 'the single pile 51 that is transported to the dock on the land is hoisted and unloaded by the crane equipped with the land, and then the squat is raised from the ^^ to =1 on the upper (four)_2 The pillars 3 are flattened: the base 2 is lowered to form a floating beauty under the condition of floating on the sea as shown in Fig. 2, when the erecting device 5 is formed, the erecting device 5 is formed as a _ pull-out hydraulic cylinder 21, and the position in the left side of the U 6 Α map to the rear side = close to the position of the position of the heat - (four) μ and then the material 14 series melon, Γ, exhausted under the part of the clamping device 31; 32 The single cymbal 51 is in the lodging state. The unicast 51 is formed by the lower clamping device 31 and is formed by the upper falling prevention device 32, and is not collapsed. The early pile 51 is supported by the whole. Device 5. State = to ^ descending platform, the ship's bow will be single pile - when arriving at the construction site, as shown in Figure 6B, the pillar 3 is lowered, -12 - 201215538 platform boat 1 is fixed at a certain height, and by Pushing and pulling out the oil 21 will make the foundation _ 12 forward to the front of the gorge, the figure is not, by standing up the hydraulic pressure 15 will form the support frame 14 pile 51 to form as shown in Figure 6D The 7A~7D system reveals the state in which the single pile 51 is in front. The early pile 51 is lowered and loosened by (10) before the single pile 51 is lowered, as shown in Figures 7A to 7D. The lower end of the pile 51 suspends the woven fabric 52 of the jack device 19. The lower clamping device 31 and the jack device 19 of the upper falling prevention device 32 lower the single pile 51. The single pile 51 is lowered while being lifted by the deck lifting operation. H = Positioning and retaining device shape not omitted in the map. The pile driving device is used for piling. (4) Figure 4: In addition, the single pile 51 that has been piling is available for connecting the lower end of the tower-body windmill 4 (4) Pre-Assembly followed by 'Description as a method for setting up a windmill for offshore wind power generation. To be able to control the appearance of the time and the body---------------- ), the type of windmill 4, the tower-integrated windmill 4 of the dock on the raft, and the tower-body ΚΙ quot 峨 峨 峨 上升 上升 上升 上升 上升 上升 上升 上升 上升 上升 上升 上升 ( ( ( ( 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台 平台The state of the ocean is not at sea. h The tower-integrated windmill 4 is supported in the standing skirt. At 5 o'clock, the stand is set 5-13. 201215538 The following state is formed: the base frame 12 is pushed and pulled out of the oil cylinder Μ, and the position is pushed forward to the front side (the right side of the 1A figure) - the sizing position , the support frame 14 is formed by the hydraulic cylinder 15 to form a tilted horizontal shape of the nine posture; the job of the red lower secret device 31; the test state above two:: prevention device 32; tower-body windmill 4 series The tower-body windmill 4 is formed by the lower device 31 to form a fastening lower portion by the inclined lodging state, and is supported by the upper falling prevention device 32, and is erected by the rising device 5 The upper part is supported on the windmill movable support table 17. (10) ^ ', 'Deck lift-type work platform ship 1 is the tower-body windmill 4 is transported to the construction site. As shown in Figure 8, when you arrive at the Shiyu site, fix the pillar 3 = deck secret (10) — at a fixed height, by dragging the posture of the appearance, or by recording the oil foundation frame. 12 After pushing out properly, as shown in Fig. 8 = No, the tower-integrated windmill 4 is erected by standing up the hydraulic cylinder 15 to raise the tower guide 14 . Next, as shown in Fig. 9, the sleeves 53A of the 7A and 7C drawings of the single-roller 5 are first unloaded under the tower-body type wind turbine to complete the offshore wind power generation facility. According to the construction method of the deck lifting work platform ship and the offshore wind power generation facility of the present invention, the following effects can be expected. The group of ^ can be used to carry out the single pile without the crawler crane. (2) Since the pile combination f is moved forward and backward, the 201215538 can improve the precision of the pile driving position. (3) The vertical precision can be maintained by placing the upper portion of the guide frame along the guide rail to prevent the skirt and the lower clamping device. (4) Since offshore wind power generation facilities can be installed in the erecting device at the dock and fixed, the offshore wind power generation facilities can be safely and safely transported at sea. (5) SEP is equipped with a crawler crane, and it is only necessary to hang a maximum load of 210 tons of piling machines and 800 tons of crawler cranes.
(6) 由於單樁係預先組裝於設置在sEp之立起裳置 上，因此作業之流程係形成SEp架設—樁立起—打樁鎚擊 組裝—樁打設之極為順暢的流程。 (Ό桅桿（塔）、短艙、輪轂•葉片等風車零件之一體 化、組立、對立起裝置之傾斜（傾斜倒伏狀態）組裝固定、 海上搬運、於設置場所之立起、對於基礎樁軸套之安裝等， 其作業可連續的進行。 (8)藉由立起裝置之開發，對於單樁（5〇〇噸）之吊 掛，並不需要超大型起重機，因此不必採用大型SEp，可 大幅的降低成本。 (9)因風速之作業限度變成15m/sec以下，可提昇作 業效率。 (10)可謀求風車組立時之作業員之精減化（例如可由 10人減少至6人）。 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 —15 — 201215538 本發明所保護之技術範轉，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船上裝載塔 體式風車之狀態之正視圖。 第1B圖：本發明之曱板昇降式作業平台船上裝載炊— 體式風車之狀態之上視圖。 ° 第1C圖：本發明之甲板昇降式作業平台船及風車 式支撐台之侧視圖。 m 第2A圖：本發明之基礎框架之局部擴大正視圖。 第2B圖：第2A圖之β—β線剖面圖。 第2C圖：第2Α圖之c—C線剖面圖。 第3Α圖：本發明之支撐導架之正視圖。 第3Β圖：本發明之支撐導架之上視圖。 第3C圖：本發明之支料架之主橫樑之剖面圖。 第3D圖：第3Α®之c箭頭之剖面圖。 第3Ε圖：第3Α圖之Α箭頭之剖面圖。 第3F圖：第3A圖之b箭頭之剖面圖。 =4A圖：本發明之下部夾持裝置之侧視圖。 =4B圖：本發明之下部夾持裝置之正視圖。 ^ 4C圖：本發明之下部夾持裝置之上視圖。 ^請：本發明之上部倒下防止裝置之侧視圖。 第5B圖：本發明之上部倒下防止装置之正視圖。 201215538 ••第6A圖：本發明之甲板昇降式作業平台船上裝載單樁 之單樁拖航時之外觀之正視圖。 第6B圖：本發明之甲板昇降式作業平台船上裝载單樁 時之向前方移動狀態之正視圖。 第6C圖：本發明之甲板昇降式作業平台船上裝載單樁 時之立起45。狀態之正視圖。 第6D圖：本發明之甲板昇降式作業平台船上裝載單樁 時之立起90。狀態之正視圖。 • 第7A圖：本發明之甲板昇降式作業平台船上裝載單樁 時之降下前狀態之正視圖。 第7B圖：本發明之甲板昇降式作業平台船上裝載單樁 時之降下前狀態之上視圖。 第7C圖：本發明之曱板昇降式作業平台船上襞載單樁 時之降下前狀態之側視圖。 第7D圖：本發明之曱板昇降式作業平台船上裝載立起 裝置時之後退狀態之局部上視圖。 鲁 第8圖：本發明之甲板昇降式作業平台船上裝载塔一 體式風車之立起狀態之正視圖。 第9圖：藉由本發明之曱板昇降式作業平台船於單樁 上連結塔一體式風車之狀態之正視圖。 【主要元件符號說明】 〔本發明〕 1 曱板昇降式作業平台船2 平台本體 17 201215538 3 支柱 4 5 立起裝置 11 12 基礎框架 13 14 支撐導架 15 16 頂塔 17 18 支撐台用油壓汽缸 19 21 推拉出油壓汽缸 22 23 起重搬運件 31 32 上部倒下防止裝置 33 34 直立部 35 36 下部支撐臂緊固汽缸 37 37a 子L 37b 38 上部支撐臂緊固汽缸 39 40 左右上部支撐臂 41 左右上部支撐臂開關汽缸 51 單樁 51 繞繩 塔一體式風車 導軌 托架 立起油壓汽缸 風車移動式支撐台 千斤頂裝置 浮起防止裝置 下部夾持裝置 支撐台 左右下部支撐臂 左右上部支撐臂 挿銷 支撐台(6) Since the single pile system is pre-assembled on the stand-up skirt set in sEp, the operation process forms an extremely smooth flow of SEp erection-pile up-piling-piling assembly-pile setting. (Integration of the windmill parts such as the mast (tower), nacelle, hub, and blade, assembly, tilting of the opposing device (tilt and collapse), assembly and fixation, sea transportation, standing at the installation site, and bushing for the foundation pile The installation can be carried out continuously. (8) With the development of the erecting device, it is not necessary to use a large SEp for the suspension of a single pile (5 ton), so it is not necessary to use a large SEp. (9) The operating limit of the wind speed is 15m/sec or less, which improves the work efficiency. (10) It is possible to reduce the number of operators when the windmill is assembled (for example, it can be reduced from 10 to 6). The present invention has been disclosed by the above-described preferred embodiments, and is not intended to limit the invention. It is to be understood that those skilled in the art are able to make various changes and modifications 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 present invention. Therefore, the scope of protection of the present invention is defined by the scope of the appended claims. [FIG. 1A] FIG. Front view of the state of the tower-mounted windmill on the deck lift work platform. Figure 1B: Above view of the state of the raft-type windmill on the ship's raft lift work platform of the present invention. ° Figure 1C: Deck of the present invention Side view of the lift working platform vessel and the windmill type support table. m Fig. 2A: a partially enlarged front view of the basic frame of the present invention. Fig. 2B: Fig. 2A is a sectional view of the β-β line. Fig. 2C: 2 is a cross-sectional view taken along line c-C. Fig. 3 is a front view of the support guide of the present invention. Fig. 3 is a top view of the support guide of the present invention. Fig. 3C: main body of the support frame of the present invention Sectional view of the beam. Fig. 3D: Sectional view of the arrow c of the 3rd Α®. Fig. 3: Sectional view of the arrow after the 3rd diagram. Fig. 3F: Sectional view of the arrow b of Fig. 3A. =4A A side view of the lower clamping device of the present invention. Fig. 4B is a front view of the lower clamping device of the present invention. ^ 4C: a top view of the lower clamping device of the present invention. Side view of the lower prevention device. Figure 5B: The upper part of the invention falls down Front view of the device. 201215538 • • Figure 6A: Front view of the appearance of a single pile of a single-pile single-pile loading on a ship's deck lift work platform. Figure 6B: Deck lift work platform of the present invention on board Front view of the state of moving forward when loading a single pile. Fig. 6C: Front view of the state of the deck lift type work platform of the present invention when the single pile is loaded on the ship. Figure 6D: Deck lift of the present invention The working platform is erected when the single pile is loaded on the ship 90. The front view of the state. Fig. 7A is a front view of the state before the lowering of the single pile on the ship of the deck lifting work platform of the present invention. Fig. 7B: The present invention A view of the upper state of the descent lift platform when the single pile is loaded on the ship. Fig. 7C is a side view showing the state before the lowering of the single-pile single-pile on the ship's stern-lifting work platform of the present invention. Fig. 7D is a partial top view showing the retracted state of the slab lifting work platform of the present invention when the erecting device is mounted on the ship. Lu Figure 8: Front view of the upright state of the windmill on the ship's loading tower on the deck lifting platform of the present invention. Fig. 9 is a front elevational view showing the state in which the tower-integrated windmill is connected to the single pile by the rocker lifting platform of the present invention. [Main component symbol description] [Invention] 1 raft lift working platform ship 2 platform body 17 201215538 3 pillar 4 5 erecting device 11 12 base frame 13 14 support guide 15 16 top tower 17 18 support table oil pressure Cylinder 19 21 Push-pull out hydraulic cylinder 22 23 Lifting transport member 31 32 Upper fall prevention device 33 34 Upright portion 35 36 Lower support arm fastening cylinder 37 37a Sub L 37b 38 Upper support arm fastening cylinder 39 40 Left and right upper support Arm 41 left and right upper support arm switch cylinder 51 single pile 51 rope tower integrated windmill rail bracket rise hydraulic cylinder windmill mobile support platform jack device floating prevention device lower clamping device support table left and right lower support arm left and right upper support Arm latch support