1342852 \ η S修(更)正替換頁 附件2 99年11月22日修正 九、發明說明： 【發明所屬之技術領域】 一般而言，本發明係有關數種離岸結構之建造，且更 特別的是，有關一種在造船廠内建造可半浸水之鑽井裝 5 置、船體、或結構（稱作“鑽井裝置”）的方法。 【先前技術】 隨著要從超過150米深的海底開採石油與天然氣的趨 勢，市場對可半浸水之鑽井裝置的需求也在增加。 ίο 有兩種建造可半浸水之鑽井裝置的習知方法。第一種 是所謂的“船塊順序堆疊法”，係供用來以“由下而上” 的順序製造可半浸水之鑽井裝置。根據此方法，該鑽井裝 置之下殼體，即，首先使用陸上或水上起重機逐塊建立浮 箱、支柱、與相關的支樓物（bracing )。然後，組裝該 15 上殼體，方式與下殼體的建造順序相同。此方法主要缺點 之一是需要大量使用陸上及水上起重機（floating crane )。如此，建造時間表常常取決於有沒有水上起重 機可用。此外，大量的船塊接縫也造成建造時間表過長。 另一方面，在整個鑽井裝置安裝完成後，必需在鑽井裝置 20 上進行艤裝（outfitting )、主設備安裝、以及試車 (commissioning )。結果，這會拉長建造時間表而延後 設備的試車，特別是該鑽井設備，因它是位在該上殼體的 中央。 習知第二個建造可半浸水之鑽井裝置的方法則是同時 ^42852 附件2 99年11月22日修正 9挲1知2多修(更)正替換頁 ，造上、下殼體且隨後將彼等結合。根據此方法，完成 奴’將該上殼體卸離（l〇ad out )至駁船上，且將上、下 殼體拖到海水深度可容納該下殼體的離岸位置。然後，用 壓驗物（ballast)與平衡物（counterweight)使該下殼體 5 下沉至所需深度’只將該等支柱的上半部露出水面。此類 作業需要暫時的停泊處、數個電源組系統（ power pack system )、以及複雜的後勤支援。該駁船係將該上殼體運 送及定位於下殼體的上方。在配接之前必需將該駁船固定 成依靠著該下殼體。然後，藉由壓艙物使浮著的駁船逐漸 10 下沉直到該上殼體底面接觸到下殼體的支柱。最後，進行 上、下殼體間連接接縫的焊接。此方法之主要缺點在於要 常在惡劣、難以控制的離岸環境中進行高風險作業。此 外，作業上可能會遭遇很多不確定的因素。關於這個問 題’作業的安全與品質會是主要的顧慮。 15 在一些已發行或公開的專利文件中已揭示離岸建造鑽 井裝置的其他方法。例如，2002年2月19曰發行的美國專 利第6,347,909號揭示一種建造鑽井裝置的方法，其係供 用以在海上運送甲板且安裝該f板於一離岸的底層結構 上。該曱板完全於一組帶有千斤頂單元（jackingunit)之 2〇 加強標（deep girder )上製造。再將已固定在一起的甲板 與諸加強樑滑動到兩個浮箱上。完成後’將組裝件拖到安 裝基地，在那將加強樑頂起且同時使該等浮箱下沉直到該 等浮箱支撐著該組裝件。然後’放低該曱板於該底層結構 上並且鬆開該等浮箱。 1342852 附件2 99年丨丨月22日修正 卜S ^^更)正替換買丨 另一有專利的方法之實施例為2002年1月22日發行的 美國專利第6,340,272號，其係揭示一種藉由配接自浮^ 板、’、〇構自浮底層結構 C self-floating substructure )以建 造離岸平台的方法。該自浮甲板結構可能為一浮式碼頭或 5駁船，且想要的設備已裝於其上。藉由將該底層結構部份 ，水、將該碼頭或驳船定位於其上、並且使該底層結構卸 壓載（deballasting)完成配接，以便使該底層結構與該碼 頭或驳船之間產生一垂直的承載力（bearingf〇rce )。 另一有專利的方法為1999年7月10日發行的美國專利 1〇第5,924,822號，其係揭示一種用以在離岸的底層結構上 安裝甲板的裝置與方法。兩個獨立的浮箱各有兩個相互隔 開由浮箱向上延伸的支柱。各浮箱設有數個在運送浮箱期 間下壓的壓載艙能使該甲板直接置於該離岸底層結構上。 關於浮式底層結構，係將該浮箱壓載且同時卸壓載該浮式 15 底層結構以便將該甲板轉移至浮式底層結構。 一 1993年8月24曰發行之美國專利第5,237,949號係表 不一種用以建造及組裝離岸平台的方法，該離岸平台的正 常吃水深度（normal draft )係超過建造基地與平台使用 位置之間的水道深度。是在一淺水的乾船塢（shaU〇w 2〇 f^Vingd〇ck )中分開建造該平台之殼體與曱板。然後， 昇高該甲板，使該乾船塢部份進水且殼體浮到定位並且斑 曱板配接。 1981年11月28日公開的日本申請案第56七4381號係 揭示一種可半浸水之鑽井裝置，其係由一對浮箱、一上曱 7 1342852 9Ι· 4 2#修(臭)正替換頁 附件2 99年11月22日修正 板、與數個支柱組成。該等支柱上的連接構件之末端部份 以及曱板之末端部份均被固定著。然後，壓載該曱板、該 浮箱、以及該等支柱藉以使該等連接構件之中央部份對齊 於曱板之中央部份，同時調整該等支柱之傾斜度。 5 儘管該等有專利的方法在某些情況下有其功效，仍亟 須一種簡單、安全、成本效益更高的方法用以組裝可半浸 水之鑽井裝置於造船廠附近，又以在造船廠較佳。 【發明内容】 10 因此，本發明目標是要提供一種具安全性且成本較其 他方法低、用於建造可半浸水之鑽井裝置的方法。 本發明另一目標是要提供一種使用習知造船廠的陸側 (land side )與乾船塢建造可半浸水之鑽井裝置的方法。 達成本發明諸目標是透過提供一種方法，本方法可同 15 時在造船廠中建造上殼體下殼體，從而縮短建造的整體時 間表。該上殼體完全在陸側建立於一滑動桁架（skidding truss)與數個支撐塔台上，同時在毗鄰該滑動桁架的乾船 塢中建造下殼體。將一支撐桁架安裝於該乾船塢内以便支 撐複數個滑動樑，該等滑動樑係由陸側上殼體的建造基地 20 延伸到該乾船塢内下殼體上方的配接位置（mating position )。 一旦製成該上殼體與該下殼體，即使用一液壓千斤頂 系統藉由在該等滑動樑上滑動將該上殼體卸離到該配接位 置。隨後，藉由在該乾船塢中浮上該下殼體直到它接觸且 8 1342852 修(夷)正替換頁 附件2 99年11月22日修正 支撐該上殼體而完成配接作業。最後，進行上、下殼體接 縫之焊接。藉此，在可控制的情形下進行全部的配接作 業，從而得以確保安全及作業品質。 5 【實施方式】 請詳細參考諸圖，第1圖與第2圖係圖示包含乾船塢 之造船廠區的佈置，為建造及配接本發明可半浸水之鑽井 裝置處。如第1圖與第2圖所示，該可半浸水之鑽井裝置 包含一上殼體1與一下殼體2。建造期間，係藉由一毗鄰 ίο 一乾船塢4陸側的滑動桁架3支撐該上殼體。該桁架3被 設計成也可在卸離作業期間使用滑動枕塊8在滑動樑6上 滑動完成的上殼體。且將一輔助支撐結構5或支撐桁架5 安裝於該乾船塢4内。 該等滑動樑或連接構件6是在該支撐桁架5與該滑動 15 桁架3的底部之間延伸。在配接作業完成後，由該支撐桁 架移除該等連接構件6，以下將解釋其細節。 該液壓千斤頂系統7之液壓缸係裝於第一滑動枕塊8 上，且將數個錫碗座9 ( anchor block )固定於該等滑動 樑6之遠端。該等錨碇座9與千斤頂系統7用數條鋼絞線 20 ( strand wire ) 14連接。兩個駁船10係經定位成在船塢地 板上的支撐桁架5後面。該等駁船10係具有裝滿壓載物的 箱槽。該等駁船10藉由拉桿（tie bar ) 11連接至該等滑動 樑6之遠端。該等駁船10有平衡物的作用可抗衡該等滑動 樑6的上升運動。 1M2852 附件2 99年11月22日修正 建造該上殼體1之前，在該滑動桁架3四周安裝暫時 陡的支樓塔台16用以支樓該上殼體i (第3圖）。建造一 5 作平Di9於$上殼體1下方^垂直的樓梯17與水平走道 18係提供由地面通過工作平台19至該上殼體丨的通道。此 構件使本發明方法具備安全性及友善的製造特性。 -第4圖係圖解說明安裝支撐衔架5於乾船瑪内。如圖 不。亥支撑桁架5具有上半部5A與下半部⑶。該下半 部5B有數個帶有向外凸出表面的連接元件％。該上半 部5A有數個帶有向内凹入表面的連接元件5〇，其中凹 ^伤5B的半控與凸出部份5C的半徑相同。該下半部 裝成在該乾船塢地板上，接著使用數個船梅⑺ 5A。僅將該桁架5之上半部5A放低以落 邛5B上，再使該凸出表面5C與該凹入表面 151342852 \ η S repair (more) replacement page attachment 2 November 22, 1999 amendment IX, invention description: [Technical field of invention] In general, the present invention relates to the construction of several offshore structures, and more In particular, it relates to a method of constructing a semi-submersible drilling rig, hull, or structure (referred to as a "drilling device") in a shipyard. [Prior Art] With the trend of extracting oil and natural gas from the seabed more than 150 meters deep, the demand for semi-soakable drilling units is also increasing. Ίο There are two conventional methods of constructing a semi-immersible drilling unit. The first is the so-called "sequence stacking method", which is used to manufacture semi-submersible drilling units in a "bottom-up" sequence. According to this method, the casing below the drilling apparatus, i.e., the pontoon, the struts, and the associated bracing are first built using land or water cranes. Then, the upper casing is assembled in the same manner as the lower casing. One of the main drawbacks of this approach is the large use of land and floating cranes. As such, the construction schedule often depends on the availability of a water crane. In addition, a large number of seams of the ship block also caused the construction schedule to be too long. On the other hand, after the installation of the entire drilling apparatus is completed, outfitting, main equipment installation, and commissioning must be performed on the drilling apparatus 20. As a result, this will lengthen the construction schedule and delay the commissioning of the equipment, particularly the drilling equipment, as it is located in the center of the upper casing. It is customary that the second method of constructing a semi-immersible drilling unit is at the same time ^42852 Annex 2 November 22, 1999 Amendment 9挲1 Known 2 More Repairs (More) Replacement Pages, Upper and Lower Cases and Subsequent Combine them. According to this method, the completion slave removes the upper casing from the barge and drags the upper and lower casings to a depth at which the seawater can accommodate the offshore position of the lower casing. Then, the lower casing 5 is sunk to the desired depth by ballast and counterweight' only the upper half of the pillars are exposed to the water surface. Such operations require temporary berths, several power pack systems, and complex logistics support. The barge transports and positions the upper casing above the lower casing. The barge must be secured against the lower casing prior to mating. Then, the floating barge is gradually lowered by 10 by the ballast until the bottom surface of the upper casing contacts the pillar of the lower casing. Finally, the joint is welded between the upper and lower casings. The main disadvantage of this method is that it is often used in high-risk operations in harsh, uncontrolled offshore environments. In addition, there may be many uncertainties in the operation. Regarding this issue, the safety and quality of the work will be the main concern. 15 Other methods of offshore construction of drilling rigs have been disclosed in a number of issued or published patent documents. For example, U.S. Patent No. 6,347,909, issued Feb. 19, 2002, discloses a method of constructing a drilling apparatus for transporting a deck at sea and mounting the panel on an offshore structure. The fascia is made entirely on a set of 2 d deep girders with jacking units. Then slide the fixed deck and the reinforcing beams onto the two floating boxes. Upon completion, the assembly is towed to the mounting base where the reinforcing beams are jacked up and at the same time the pontoons are sunk until the pontoons support the assembly. The lower jaw is then lowered onto the underlying structure and the pontoons are released. 1342852 Annex 2 Amendment of the 丨丨 22 ^ ^ ^ ^ 正 正 正 S S S S S S 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨 丨A method of constructing an offshore platform by mating a self-floating substructure, a self-floating substructure. The self-floating deck structure may be a floating dock or a 5 barge with the desired equipment already mounted on it. By mating the underlying structural portion, water, the dock or barge thereon, and deballasting the mating structure to create a joint between the substructure and the wharf or barge Vertical bearing capacity (bearingf〇rce). Another patented method is U.S. Patent No. 5,924,822, issued on Jul. 10, 1999, which is incorporated herein by reference. The two separate pontoons each have two struts that extend upwardly from the pontoon. Each pontoon is provided with a plurality of ballast tanks that are depressed during the transport of the pontoons so that the deck is placed directly on the offshore substructure. With regard to the floating substructure, the pontoon is ballasted and simultaneously unloaded to the floating 15 substructure to transfer the deck to the floating substructure. U.S. Patent No. 5,237,949, issued August 24, 1993, discloses a method for constructing and assembling an offshore platform having a normal draft that exceeds the location of the construction site and platform. The depth of the waterway. The shell and the slab of the platform are separately constructed in a shallow dry dock (shaU〇w 2〇 f^Vingd〇ck). Then, the deck is raised to partially fill the dry dock and the housing floats to the position and the plaques are mated. Japanese Patent Application No. 56 74381, published on November 28, 1981, discloses a semi-immersible drilling device which is replaced by a pair of floating boxes and a top sill 7 1342852 9 Ι 4 2# repair (smelly) Page Attachment 2 On November 22, 1999, the revised board consists of several pillars. The end portions of the connecting members on the pillars and the end portions of the jaws are fixed. Then, the raft, the pontoon, and the struts are ballasted such that the central portion of the connecting members are aligned with the central portion of the slab while adjusting the inclination of the struts. 5 Although these patented methods have their efficacy in some cases, there is no need for a simple, safe and cost-effective method for assembling semi-immersible drilling units near shipyards and at shipyards. Preferably. SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide a method for constructing a semi-immersible drilling apparatus that is safe and less costly than other methods. Another object of the present invention is to provide a method of constructing a semi-immersible drilling apparatus using a land side of a conventional shipyard and a dry dock. The object of the present invention is to provide a method by which the upper casing can be constructed in a shipyard at the same time as 15 o'clock, thereby shortening the overall timetable of construction. The upper casing is built entirely on the land side on a skidding truss and a plurality of support towers, while the lower casing is constructed in a dry dock adjacent to the sliding truss. A support truss is mounted in the dry dock to support a plurality of sliding beams extending from a construction base 20 of the landside upper casing to a mating position above the lower casing of the dry dock . Once the upper and lower housings are formed, a hydraulic jack system is used to detach the upper housing from the mating position by sliding over the sliding beams. Subsequently, the mating operation is completed by floating the lower casing in the dry dock until it contacts and 8 1342852 is replacing the replacement page attachment 2 on November 22, 1999 to support the upper casing. Finally, the welding of the upper and lower casing joints is carried out. In this way, all mating operations can be performed under controlled conditions, thereby ensuring safety and work quality. 5 [Embodiment] Please refer to the drawings in detail. Figures 1 and 2 show the arrangement of the shipyard area including the dry dock for constructing and mating the semi-submersible drilling unit of the present invention. As shown in Figures 1 and 2, the semi-immersible drilling apparatus includes an upper casing 1 and a lower casing 2. During construction, the upper casing is supported by a sliding truss 3 adjacent to the land side of the dry dock 4. The truss 3 is designed as an upper casing that can also be slid over the sliding beam 6 using the sliding pillow block 8 during the unloading operation. An auxiliary support structure 5 or a support truss 5 is installed in the dry dock 4. The sliding beams or connecting members 6 extend between the supporting truss 5 and the bottom of the sliding truss 3. After the mating operation is completed, the connecting members 6 are removed from the supporting truss, the details of which will be explained below. The hydraulic cylinder of the hydraulic jack system 7 is attached to the first sliding pillow block 8 and a plurality of anchor blocks 9 are fixed to the distal ends of the sliding beams 6. The anchor blocks 9 are connected to the jack system 7 by a plurality of strand wires 14. The two barges 10 are positioned behind the support truss 5 on the dock floor. The barges 10 have tanks filled with ballast. The barges 10 are connected to the distal ends of the sliding beams 6 by tie bars 11. The barges 10 have a balance function to counter the upward movement of the sliding beams 6. 1M2852 Annex 2 Correction of November 22, 1999 Prior to the construction of the upper casing 1, a temporarily steep tower tower 16 was installed around the sliding truss 3 for supporting the upper casing i (Fig. 3). A five-way flat Di9 is placed below the upper casing 1 and a vertical staircase 17 and a horizontal walkway 18 provide access to the upper casing from the ground through the work platform 19. This component provides the method of the present invention with safe and friendly manufacturing characteristics. - Figure 4 illustrates the installation of the support frame 5 in the dry ship. As shown in the figure. The support truss 5 has an upper half 5A and a lower half (3). The lower half 5B has a plurality of connecting elements % with outwardly convex surfaces. The upper half 5A has a plurality of connecting members 5〇 having an inwardly concave surface, wherein the half of the concave 5B is the same as the radius of the convex portion 5C. The lower half is mounted on the dry dock floor, followed by several boat plums (7) 5A. Only the upper half 5A of the truss 5 is lowered to fall on the 5B, and the convex surface 5C and the concave surface 15 are again
:己,式嚙合。不需要焊接，故得以快速安裝與拆除支 撐桁，5且縮紐乾船塢的佔用時間。 工且f:圖；圖示與建造過程中相鄰構件間的加強磨擦力 製楔=本發明特性°複數個模形構件，例如木 ： /最小化焊接的需要。在第5圖的細部詳圖 架3頂面=模形物13是裝在該上殼體1底面與該滑動桁 ;所一 _ ’如第5圖之視圖與細部詳圖 板盘支軸架5與滑動樑6分別被摘在該船塢地 板”支#街架之間的楔形物13上。抗塵強度 而(=prssi ve-strength)高的木頭能轉移垂直負荷，且界 面間的磨擦則可約束相鄰構件間的橫向移動。 1342852 99年1^ 2 I修(更)正替換頁 99^11^ 22 Bfln 一旦製成該上殼體1與該下殼體2，則將該上殼體1 頂起且沿著該等滑動樑6滑動至下殼體2上方的位置且大 體對齊於該下殼體2的支柱。第6圖係圖示上殼體1到達 配接位置後該上殼體1與該下殼體2的位置。上殼體底面 5 與下殼體支柱之頂面間大約有500毫米的間隙。 本方法下一步驟係包含浮上該下殼體。在此製造階 段，使該乾船塢進水。藉由壓載各個水箱或轉移水箱間的 壓載水實現該下殼體2想要的浮起條件，同時藉由飄浮法 (floatation method )調整上、下殼體的對準。該下殼體 10 2之支柱頂面最後與該上殼體1之底面接觸。在此階段也 進行在上、下殼體接縫處的暫時性導向塊（temporary guide piece )的焊接。 該下殼體2持續上浮直到它支撐上殼體1的重量並且 密閉上殼體1與下殼體2之間的間隙。然後，該上殼體1 15 完全由該滑動桁架3撤除。將上殼體1、下殼體2的接缝 充分焊接使得該下殼體2永久接合於上殼體1。 接著為配接步驟，由輔助支撐結構5撤除該可半浸水 之鑽井裝置。使用裝於該滑動桁架3上的千斤頂系統7將 該滑動桁架3由配接位置收回到陸側。使用裝在連接樑6 20 上的千斤頂系統 7 、9，在乾船塢4上面的滑動樑6被 切斷、拉出、並且卸下至該等駁船10。然後，由乾船塢4 移除該等連接樑6至一個或更多運送工具、或低身拖車 (low bay trailer ) 12。 第8圖係圖示由在乾船塢4内配接位置處的支撐桁架 1342852: Self, style engagement. No welding is required, so it is possible to quickly install and dismantle the support 桁, 5 and the time spent on the dry dock. Work and f: diagram; illustration of the reinforced friction between adjacent components during construction. Wedge = characteristics of the invention. A plurality of modular members, such as wood: / minimize the need for welding. The top detail of the frame 3 in Fig. 5 = the mold 13 is mounted on the bottom surface of the upper casing 1 and the sliding cymbal; a view of the figure as shown in Fig. 5 and the details of the plate support pedestal 5 and the sliding beam 6 are respectively picked up on the wedge 13 between the dock floor "branch". The wood with high dust resistance (=prssi ve-strength) can transfer the vertical load, and the friction between the interfaces is It is possible to constrain the lateral movement between adjacent members. 1342852 99 years 1^ 2 I repair (more) replacement page 99^11^ 22 Bfln Once the upper casing 1 and the lower casing 2 are made, the upper casing is The body 1 is jacked up and slides along the sliding beams 6 to a position above the lower casing 2 and is substantially aligned with the pillars of the lower casing 2. Fig. 6 is a diagram showing the upper casing 1 after reaching the mating position. The position of the casing 1 and the lower casing 2. There is a gap of about 500 mm between the upper surface of the upper casing 5 and the top surface of the lower casing. The next step of the method comprises floating the lower casing. The dry dock is filled with water. The desired floating condition of the lower casing 2 is achieved by ballasting the water tanks or transferring the ballast water between the water tanks, while floating by float (floatat) The alignment of the upper and lower casings is adjusted. The top surface of the pillar of the lower casing 102 is finally in contact with the bottom surface of the upper casing 1. At this stage, the joint between the upper and lower casings is also temporarily Welding of a temporary guide piece. The lower casing 2 continues to float until it supports the weight of the upper casing 1 and seals the gap between the upper casing 1 and the lower casing 2. Then, the upper casing 1 15 is completely removed by the sliding truss 3. The seams of the upper casing 1 and the lower casing 2 are sufficiently welded such that the lower casing 2 is permanently joined to the upper casing 1. Following the mating step, the auxiliary support structure 5 is removed. The semi-immersible drilling apparatus retracts the sliding truss 3 from the mating position to the land side using a jack system 7 mounted on the sliding truss 3. The jack system 7 and 9 mounted on the connecting beam 620 are used in The sliding beams 6 above the dry dock 4 are severed, pulled out and unloaded to the barges 10. The connecting beams 6 are then removed from the dry dock 4 to one or more transporting tools, or low body trailers ( Low bay trailer ) 12. Figure 8 is a diagram showing the position at the mating position in the dry dock 4. Support truss 1342852
附件2 99年1丨月22日修正 5浮出已完成有殼體1、2之鑽井裝置。 第9圖係圖示在乾船塢4内由該支撐桁架5撤除鑽井 裝置之平面圖。 本發明方法提供數個超越現存習知鑽井建造法的優 5 點。其係藉由同時製造上、下殼體縮短整體的建造時間。 避免在離岸惡劣環境中配接的高風險與不確定性，從而得 以保證高度的安全及品質。結果，上、下殼體有優異的對 直性且設備有可能提早試車。 本發明方法備有適當的上殼體結構性支撐，在該上殼 ίο 體的整個安裝期間可處理褒料形態（loading pattern )的 變化。在該上殼體下方係安裝一安全的工作平台，以加強 本發明的安全性及友善的製造特性。該等塔台係提供由地 面至上殼體下方工作平台的垂直與水平通道。此外，也提 供由該上殼體至配接位置的無障礙滑動。 15 該等支撐桁架的零件均容易安裝、容易對齊、且容易 移除。该乾船塢的地板無需額外的椿材（piling )。在滑 動過程』間地面不均勻沉降（differentiai gr〇und settlement )所造成的潛在問題已予排除且最小化或完全 排除該下殼體與支樓析架#交叉支撐物（cross bracing ) 20 之間的阻礙。 本發明方法附加優點係有關於：排除用來抵擋滑動期 間问度拉力的昂貴地基錨點（gr〇und anch〇ring卩〇丨拊）； 使用可回收該等滑動樑、支撐桁架又能保護滑動表面的方 法。用木製的楔形物調整該結構的高度較佳且能藉由面際 12 1342852 附件2 99年丨丨月22日修正 99. 11. 2 2 年月曰修(夷)正替換胃 磨擦力約束橫向移動。 5 儘管已參考特定具體實施例說明本發明，但所做的說 明沒有限定本發明的意思。熟諳此藝者在閱讀本案說明後 顯然能對所揭示的具體實施例以及本發明的其他具體實施 例做成種種修改。因此，應注意，附上的申請專利範圍係 涵蓋落入本發明實際範疇内的任何修改或具體實施例6 【圖式簡單說明】 為更加瞭解本發明之性質與目標，請參考實施方式及 ，〇 附圖，圖中相同元件均以相同的元件符號表示。 第1圖與第2圖係分別圖示卸離與配接作業佈置之輪 廓與平面圖。 第3圖係由滑動桁架與建造塔台所支撐之上殼體的斷 面圖。 15 第4圖係圖解安裝支撐桁架於乾船塢内的步驟。 第5圖係圖示如何定位本發明方法中的楔形構件。 第6圖的斷面圖係圖示在乾船塢内下殼體上方的配 位置之上殼體。 第7圖係圖示上殼體完全被下殼體支樓以及配接作聿 20 後撤除滑動桁架時的製程步驟^ ” 第8圖係圖不〉予出鑽井農置前將滑動標拆除。 第9圖係圖示元成的g己接作掌。 【主要元件符號說明】 1342852 3S, 11. 2 2 年月曰修(更)正替換貢 1 上殼體 2 下殼體 3 滑動桁架 4 乾船塢 5 輔助支撐結構或支撐桁架 5A 上半部 5B 下半部 5C 有向外凸出表面的連接元件 5D 有向内凹入表面的連接元件 6 滑動樑 7 千斤頂系統 8 滑動枕塊 9 在苗破座 10 驳船 11 拉桿 12 運送工具或低身拖車 13 楔形物 14 鋼絞線 17 垂直的樓梯 18 水平走道 19 工作平台 附件2 99年丨丨月22日修正 14Annex 2 Correction of 1st, 2nd, 2nd, 1999. 5 The drilling unit with shells 1 and 2 has been completed. Figure 9 is a plan view showing the removal of the drilling apparatus by the support truss 5 in the dry dock 4. The method of the present invention provides several advantages over existing conventional well construction methods. It shortens the overall construction time by simultaneously manufacturing the upper and lower casings. Avoid the high risks and uncertainties of mating in harsh offshore environments, thus ensuring a high level of safety and quality. As a result, the upper and lower casings have excellent straightness and the equipment is likely to be tested early. The method of the present invention is provided with a suitable structural support for the upper casing which can handle variations in the loading pattern during the entire installation of the upper casing. A secure work platform is mounted beneath the upper housing to enhance the safety and friendly manufacturing characteristics of the present invention. The towers provide vertical and horizontal passages from the ground to the working platform below the upper casing. In addition, unobstructed sliding from the upper housing to the mating position is also provided. 15 The parts that support the trusses are easy to install, easy to align, and easy to remove. The dry dock floor does not require additional piling. Potential problems caused by uneven settlement in the sliding process have been ruled out and minimized or completely excluded between the lower casing and the branch frame #cross bracing 20 Obstruction. An additional advantage of the method of the invention relates to the exclusion of expensive ground anchors (gr〇und anch〇ring卩〇丨拊) for resisting the pulling force during sliding; the use of recoverable sliding beams, supporting the trusses and protecting the sliding Surface method. Adjusting the height of the structure with wooden wedges is better and can be corrected by the surface 12 1342852 Annex 2 99 years of the month of January 99. 11. 2 2 years of repair (defective) is replacing the stomach friction force constraint lateral mobile. 5 Although the invention has been described with reference to specific embodiments, the invention is not intended to limit the invention. It will be apparent to those skilled in the art that various modifications of the particular embodiments disclosed herein, as well as other specific embodiments of the invention. Therefore, it should be noted that the appended claims are intended to cover any modifications or specific embodiments within the scope of the present invention. [Simplified Description of the Drawings] To better understand the nature and objectives of the present invention, reference is made to the embodiments and In the drawings, the same elements are denoted by the same reference numerals. Figures 1 and 2 show the outline and plan view of the disengagement and mating operation arrangement, respectively. Figure 3 is a cross-sectional view of the upper casing supported by the sliding truss and the construction tower. 15 Figure 4 illustrates the steps of installing a support truss in a dry dock. Figure 5 illustrates how the wedge members in the method of the invention are positioned. The cross-sectional view of Fig. 6 illustrates the housing above the mating position above the lower housing in the dry dock. Figure 7 is a diagram showing the process steps when the upper casing is completely removed by the lower casing branch and the sliding truss is removed after the splicing of the shovel 20". Fig. 8 is not removed before the drilling is completed. Figure 9 shows the g of the element as the palm. [Main component symbol description] 1342852 3S, 11. 2 2 months 曰 repair (more) replacement gong 1 upper housing 2 lower housing 3 sliding truss 4 Dry dock 5 auxiliary support structure or support truss 5A upper half 5B lower half 5C connecting element with outwardly convex surface 5D connecting element with inwardly concave surface 6 sliding beam 7 jack system 8 sliding pillow 9 in seedling Broken seat 10 Barge 11 Trolley 12 Transport tool or low body trailer 13 Wedge 14 Steel strand 17 Vertical staircase 18 Horizontal walkway 19 Work platform attachment 2 Correction 14 of January 22