JP7341627B2 - Ship construction method applying dry dock unfloating tandem construction method - Google Patents
Ship construction method applying dry dock unfloating tandem construction method Download PDFInfo
- Publication number
- JP7341627B2 JP7341627B2 JP2022532583A JP2022532583A JP7341627B2 JP 7341627 B2 JP7341627 B2 JP 7341627B2 JP 2022532583 A JP2022532583 A JP 2022532583A JP 2022532583 A JP2022532583 A JP 2022532583A JP 7341627 B2 JP7341627 B2 JP 7341627B2
- Authority
- JP
- Japan
- Prior art keywords
- vessel
- launched
- construction method
- dock
- partially
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C1/00—Dry-docking of vessels or flying-boats
- B63C1/08—Graving docks
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Ship Loading And Unloading (AREA)
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
- Earth Drilling (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Output Control And Ontrol Of Special Type Engine (AREA)
Description
本発明は、同一のドライドック内で同種又は異種の船舶建造の際に進水船舶と部分進水船舶を同時に建造しながら、進水船舶の搬出時に部分進水船舶をバランスを保った状態で安定的に浮揚させないことができ、部分進水船舶の建造段階に相応して異なるように強制注水して進水船舶の進水に影響を与えないことができる、ドライドック未浮揚タンデム工法を適用した船舶建造工法に関する。 The present invention provides for the construction of a launched vessel and a partially launched vessel at the same time when constructing ships of the same type or different types in the same dry dock, while maintaining the balance of the partially launched vessel when the launched vessel is unloaded. Applying the dry dock unfloating tandem construction method, which can not be stably floated and can be forcibly injected water differently depending on the construction stage of the partially launched vessel without affecting the launching of the partially launched vessel. Concerning ship construction methods.
周知の如く、効率的な大型船舶建造のためにドライドック方式(乾ドック方式)によって船舶を建造するが、ドライドック内で船舶ブロックを建造し、ドライドックに海水を流入させて船舶を浮揚させた後、岸壁に引き揚げて搬出する。
一方、ドライドック内の余裕空間を活用して進水船舶と部分進水船舶を同時に建造するようにするタンデム工法が適用されている。
As is well known, in order to efficiently build large ships, ships are built using the dry dock method. In this method, ship blocks are built inside the dry dock, and seawater flows into the dry dock to float the ship. After that, it will be pulled up to the quay and carried out.
On the other hand, the tandem construction method is being applied, which utilizes the free space in the dry dock to construct launched vessels and partially launched vessels at the same time.
例えば、超大型コンテナ船の進水船舶とVLCC(Very Large Crude oil Carrier)の部分進水船舶のタンデム工法適用の際に、ドライドック内への海水流入時に、部分進水船舶の隔壁が形成された貨物タンク区域の浮力により船尾端側に不均衡に傾いて浮揚され、タグ(tug)船による進水船舶の引き揚げ時に、タグ船のスクリュー回転によって部分進水船舶を支える盤木が倒れて部分進水船舶が転倒される可能性があるため、超大型コンテナ船の進水船舶と部分進水船舶を同時に建造することができないという限界がある。 For example, when applying the tandem construction method to a super-large container ship launched and a VLCC (Very Large Crude Oil Carrier) partially launched vessel, the bulkhead of the partially launched vessel is formed when seawater flows into the dry dock. Due to the buoyancy of the cargo tank area, the vessel was buoyed unbalanced toward the stern end, and when the tug vessel was used to lift the launched vessel, the planks supporting the partially launched vessel fell down due to the rotation of the tug vessel's screws, causing the partially launched vessel to float. There is a limitation in that a launching vessel and a partially launching vessel of an ultra-large container ship cannot be constructed at the same time because the launching vessel may be overturned.
このような限界を解消するための先行技術として、韓国登録特許公報第10-0796410号が開示されているが、従来のタンデム建造工法に適用される浸水工法は、ドック内でタンデム建造工法によって船舶ブロックを建造する段階と、浸水対象船舶に主エンジン、尾及び中間軸、船尾ブロック、ラッシングブリッジ又はハッチカバーの主要搭載物を設置する段階と、進水船舶の浮揚時に浸水対象船舶のカーゴ/ホールドバラスト及び一部二重底タンクに水を自然流入させて船舶を同じ位置に浸水させる段階と、進水船舶の曳航後、浸水した船舶建造を行う段階と、を含んでなり、搭載物量を全て搭載した後、船体を浸水させて、船体移動なしに同じ位置で建造を完了するようにする。 Korean Registered Patent Publication No. 10-0796410 is disclosed as a prior art to eliminate such limitations. the stage of constructing the blocks; the stage of installing the main payloads of the main engines, stern and intermediate shafts, stern blocks, lashing bridges or hatch covers on the flooded vessel; and the cargo/hold of the flooded vessel when the launched vessel is refloated. The process includes the steps of allowing water to naturally flow into the ballast and some double-bottomed tanks to flood the ship at the same location, and a step of constructing the flooded ship after the launched ship is towed. After loading, the ship's hull is flooded so that construction can be completed in the same position without the ship moving.
しかし、部分進水船舶に主要搭載物が搭載された状態で、進水船舶の浮揚のために流入する水によってカーゴ/ホールドバラスト及び一部二重底タンクに自然流入させて部分進水船舶を浸水させるが、図1に示すように、進水船舶を進水する前に部分進水船舶に主要搭載物の搭載を全て完了した後にのみ可能であるため、進水船舶の建造が完了した状態で部分進水船舶の建造段階に応じて進水船舶の引き揚げ時期が遅延するという問題点があり、ドック内に自然流入した水、すなわち海水によって部分進水船舶を浸水させて塩分及び塩素による船体腐食の可能性があり、船体腐食防止のための先行工程又は後行工程を伴って工期が遅延するという問題点がある。 However, when a partially launched vessel is loaded with its main payload, the water flowing in to float the partially launched vessel naturally flows into the cargo/hold ballast and some double-bottomed tanks. submergence, but this is only possible after completing the loading of all major payloads on the partially launched vessel before launching the launched vessel, as shown in Figure 1. There is a problem in that the salvage time of a partially launched vessel is delayed depending on the construction stage of the partially launched vessel, and the partially launched vessel is flooded with water that naturally flows into the dock, that is, seawater, and the hull is damaged by salt and chlorine. There is a possibility of corrosion, and there is a problem that the construction period will be delayed due to the need for preceding or subsequent processes to prevent hull corrosion.
このため、部分進水船舶の建造段階とは無関係に進水船舶を引き揚げるようにして工期遅延を最小化し、部分進水船舶の浸水に備えた船体腐食を最小限に抑えることができる、改善されたタンデム工法が求められる。 Therefore, it is possible to salvage a launched ship regardless of the construction stage of a partially launched ship, thereby minimizing construction delays and minimizing hull corrosion in preparation for flooding of a partially launched ship. A tandem construction method is required.
本発明の目的は、部分進水船舶の建造段階とは無関係に進水船舶を引き揚げるようにして工期遅延を最小化し、部分進水船舶の浸水に備えた船体腐食を最小限に抑えることができる、ドライドック未浮揚タンデム工法を適用した船舶建造工法を提供することにある。 An object of the present invention is to minimize construction delays by salvaging a partially launched vessel regardless of the construction stage of the partially launched vessel, and to minimize hull corrosion in preparation for flooding of a partially launched vessel. The purpose of the present invention is to provide a ship construction method applying the dry dock unfloating tandem construction method.
上記の目的を達成するために、本発明は、同一のドライドック内で1列又は2列に複数の同種又は異種の船舶ブロックをそれぞれ建造するが、ドックヘッド隣接領域で部分進水船舶の船殻工事を行い、ドックゲート隣接領域で進水船舶の船殻部分工事を行う段階と、前記部分進水船舶の内部にポンプを介して強制注水する段階と、前記ドライドックのドックゲートを開放して海水を流入させて前記進水船舶を浮揚させ、前記部分進水船舶を浮揚させない段階と、浮揚された前記進水船舶を前記ドックゲートの外部岸壁に搬出する段階と、前記ドックゲートを閉鎖して前記ドライドックから海水を排出する段階と、同じ位置で前記部分進水船舶に対する残余船殻部分工事を行う段階と、を含んでなる、ドライドック未浮揚タンデム工法を適用した船舶建造工法を提供する。 In order to achieve the above object, the present invention constructs a plurality of similar or different types of ship blocks in one or two rows respectively in the same dry dock, but partially launches ships in the area adjacent to the dock head. a step of carrying out shell construction and carrying out partial construction of the hull of the launched vessel in an area adjacent to the dock gate; a step of forcibly injecting water into the interior of the partially launched vessel via a pump; and a step of opening the dock gate of the dry dock. levitating the launched vessel by inflowing seawater and not refloating the partially launched vessel, carrying out the floated launched vessel to an external quay of the dock gate, and closing the dock gate. a step of draining seawater from the dry dock; and a step of carrying out construction work on the remaining hull portion of the partially launched ship at the same location. provide.
ここで、前記部分進水船舶の浮力を相殺し且つCOG(Center of Gravity)とのバランスを保つように、前記部分進水船舶の隔壁が形成されたカーゴタンクの内部に前記ポンプを介して清水又は海水を強制注水することができる。 Here, in order to offset the buoyancy of the partially launched vessel and maintain balance with the COG (Center of Gravity), fresh water is pumped into the cargo tank in which the bulkhead of the partially launched vessel is formed through the pump. Alternatively, seawater can be forcibly injected.
このとき、前記部分進水船舶のデッキハウス及びエンジンケーシングの搭載時には、前記エンジンケーシングに隣接する左右一対のSCOタンクにそれぞれ強制注水し、前記部分進水船舶のデッキハウス及びエンジンケーシングの未搭載時には、前記エンジンケーシングに隣接する左右一対のSCOタンクにそれぞれほとんどを強制注水し、左右一対のスロップタンクにそれぞれ残りを強制注水することができる。 At this time, when the deck house and engine casing of the partially launched vessel are mounted, water is forcibly injected into the pair of left and right SCO tanks adjacent to the engine casing, and when the deck house and engine casing of the partially launched vessel are not mounted, Most of the water can be forcibly injected into a pair of left and right SCO tanks adjacent to the engine casing, and the remainder can be forcibly injected into a pair of left and right slop tanks.
また、前記SCOタンク及び前記スロップタンクに清水又は海水を強制注水することができる。 Moreover, fresh water or seawater can be forcibly injected into the SCO tank and the slop tank.
また、海水の強制注水の際に、海水淡水化装置を介して塩分及び塩素を除去した後で注水することができる。 Furthermore, when forcibly injecting seawater, the water can be injected after removing salt and chlorine through a seawater desalination device.
また、前記進水船舶の搬出位置で後続船舶の船殻部分工事を行う工程をさらに含むことができる。 In addition, the method may further include the step of carrying out construction work on the hull of a subsequent ship at the unloading position of the launched ship.
本発明によれば、別途清水又は海水を強制注水して船体腐食を最小限に抑えながら部分進水船舶を浮揚させず、同一のドライドック内で同種又は異種の船舶建造の際に進水船舶と部分進水船舶を同時に建造しながら、進水船舶の搬出時に部分進水船舶をバランスを保った状態で安定的に浮揚させないことができ、部分進水船舶の建造段階に相応して異なるように強制注水して進水船舶の進水に影響を与えないことができ、タンデム工法によって工期を短縮しながら大型建造船舶を連続的に建造可能にすることができるという効果がある。 According to the present invention, a partially launched vessel is not floated while minimizing hull corrosion by separately forcibly injecting fresh water or seawater, and a partially launched vessel is not floated when a vessel of the same type or a different type is constructed in the same dry dock. While constructing a partially launched vessel and a partially launched vessel at the same time, it is possible to keep the partially launched vessel stable and floating while maintaining balance during the unloading of the launched vessel. It is possible to forcibly inject water into the vessel without affecting the launching of the launched vessel, and the tandem construction method has the effect of shortening the construction period and making it possible to construct large vessels in succession.
以下、添付図面を参照して、本発明の実施形態について、本発明の属する技術分野における通常の知識を有する者が容易に実施し得るように詳細に説明する。本発明は、様々な異なる形態で実現でき、ここで説明する実施形態に限定されない。 DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings so that a person having ordinary knowledge in the technical field to which the present invention pertains can easily implement them. The invention may be implemented in a variety of different forms and is not limited to the embodiments described herein.
図2を参照すると、本発明の実施形態によるドライドック未浮揚タンデム工法を適用した船舶建造工法は、全体的に、船殻工事及び船殻部分工事遂行段階(S110)と、強制注水段階(S120)と、海水流入段階(S130)と、進水船舶の搬出段階(S140)と、海水排水段階(S150)と、残余船殻部分工事遂行段階(S160)と、後続船舶の船殻部分工事遂行段階(S170)とを含んでなり、船舶を連続的にタンデム建造可能にすることを要旨とする。 Referring to FIG. 2, the ship construction method applying the dry dock non-floating tandem construction method according to the embodiment of the present invention generally includes a stage of carrying out hull construction and hull partial construction (S110), and a forced water injection stage (S120). ), a seawater inflow stage (S130), a launching vessel removal stage (S140), a seawater drainage stage (S150), a residual hull partial construction stage (S160), and a subsequent ship hull partial construction stage. step (S170), and the gist is to enable continuous tandem construction of ships.
具体的には、図2~図5を参照して、本発明の実施形態によるドライドック未浮揚タンデム工法を適用した船舶建造工法について説明する。 Specifically, with reference to FIGS. 2 to 5, a ship construction method to which the dry dock unfloated tandem construction method according to the embodiment of the present invention is applied will be described.
まず、船殻工事及び船殻部分工事遂行段階(S110)では、図3及び図5(a)に示すように、同一のドライドック内で1列又は2列に複数の同種船舶又は異種船舶の船舶ブロックをそれぞれ建造するが、ドックヘッド(dock head)隣接領域で部分進水船舶の船殻工事を行い、ドックゲート(dock gate)隣接領域で進水船舶の船殻部分工事を行う。 First, in the hull construction and hull partial construction execution stage (S110), as shown in Figures 3 and 5(a), a plurality of ships of the same type or ships of different types are arranged in one or two rows in the same dry dock. Each ship block is constructed, and a partial hull construction for a launched ship is performed in an area adjacent to a dock head, and a partial hull construction for a launched ship is performed in an area adjacent to a dock gate.
ここで、進水船舶又は部分進水船舶は、特に限定されないが、VLCC(Very Large Crude oil Carrier)、超大型コンテナ船、LNG運搬船、LNG推進船又は化学製品運搬船の大型建造船舶などであり、500m以上の長さを有する同一のドライドック内で1列又は2列に400m前後の全長(LOA、Length Of Overall)を有する進水船舶と、120m前後の全長を有する部分進水船舶とを同時に建造することができる。 Here, the launched ship or partially launched ship is, but is not particularly limited to, a large construction ship such as a VLCC (Very Large Crude Oil Carrier), an ultra-large container ship, an LNG carrier, an LNG propelled ship, or a chemical product carrier. Launched ships with a total length of around 400m (LOA, Length of Overall) and partially launched ships with a total length of around 120m can be launched simultaneously in one or two rows in the same dry dock with a length of 500m or more. Can be built.
参考までに、ドックヘッドと部分進水船舶との間隔、及びドックゲートと進水船舶との距離は5m前後の間隔を必要とし、部分進水船舶と進水船舶との距離は10m前後の間隔を必要とする。 For reference, the distance between the dock head and the partially launched vessel and the distance between the dock gate and the launched vessel should be around 5m, and the distance between the partially launched vessel and the launched vessel should be around 10m. Requires.
続いて、強制注水段階(S120)では、図3に示すように、部分進水船舶の内部にポンプPを介して強制的に注水してドック内への海水の流入時に部分進水船舶、すなわち部分進水船舶の船首部が自己浮力によって浮揚されないようにする。 Subsequently, in the forced water injection step (S120), as shown in FIG. To prevent the bow part of a partially launched vessel from being lifted up by self-buoyancy.
つまり、水温と塩分と水圧に応じて可変する海水密度による部分進水船舶の浮力を相殺し且つCOG(Center of Gravity)とのバランスを保つように、部分進水船舶の隔壁が形成されたカーゴタンク(cargo tank)の内部にポンプPを介して清水又は海水を強制注水して部分進水船舶が定位置でブロック転倒防止のための盤木(support)から浮揚されないようにする。 In other words, the bulkheads of a partially launched vessel are designed to offset the buoyancy of the partially launched vessel due to seawater density, which varies depending on water temperature, salinity, and water pressure, and maintain a balance with the COG (Center of Gravity). Fresh water or seawater is forcibly injected into the cargo tank through a pump P to prevent the partially launched vessel from being lifted off the support for preventing blocks from falling in place.
一方、図4を参照すると、強制注水の際に、部分進水船舶のデッキハウス(D/H、Deck House)A及びエンジンケーシング(engine casing)Bの搭載時には、部分進水船舶の船首部、すなわちエンジンケーシングBに隣接する左右一対のSCO(Side Crude Oil)タンク(SCO TK(P)、(S))にそれぞれ強制注水するが、VLCC(Very Large Crude oil Carrier)を基準に、それぞれ8000トン前後で注水して部分進水船舶の船首部が浮揚されないようにしながら、船尾の後端側に偏ったCOGとバランスをとるようにして船尾の前後が不均衡に傾いて部分浮揚されないようにする。例えば、No.5 SCO TK(P)には8000トンを注水し、No.5 SCO TK(S)には7,950トンを注水して合計15,950トンを注水することができる。 On the other hand, referring to FIG. 4, when the deck house (D/H, Deck House) A and engine casing (engine casing) B of the partially launched vessel are installed during forced water injection, the bow part of the partially launched vessel, In other words, water is forcibly injected into a pair of left and right SCO (Side Crude Oil) tanks (SCO TK (P), (S)) adjacent to engine casing B, but each is 8,000 tons based on VLCC (Very Large Crude Oil Carrier). While preventing the bow of a partially launched vessel from being buoyed by injecting water at the front and rear, balance the COG that is biased toward the rear end of the stern to prevent the stern from being partially buoyed due to an unbalanced tilting of the front and rear. . For example, No. 5 8000 tons of water was poured into SCO TK (P), and No. 5 SCO TK(S) can be injected with 7,950 tons of water for a total of 15,950 tons.
又は、部分進水船舶のデッキハウスA及びエンジンケーシングBの未搭載時には、搭載時に比べてCOGが船尾の後端側に少なく偏り、エンジンケーシングBに隣接する左右一対のSCOタンクにそれぞれほとんどを強制注水し、左右一対のスロップタンク(SLOP TK(P)、(S))にそれぞれ残りを強制注水するが、VLCCを基準に、左右一対のSCOタンクにそれぞれ7000トン前後で注水して左右一対のスロップタンクにそれぞれ800トン前後で注水して船尾が浮揚しないようにしながら、船尾の後端側に相対的に少なく偏ったCOGとバランスをとるようにして船尾の前後が不均衡に傾いて部分浮揚しないようにする。例えば、No.5 SCO TK(P、S)にそれぞれ7100トンを注水し、SLOP TK(P)には860トンを主水し、SLOP TK(S)には750トンを注水して合計15810トンを注水することができる。 Alternatively, when deckhouse A and engine casing B of a partially launched vessel are not installed, the COG is less biased toward the rear end of the stern than when installed, and most of the COG is forced into the pair of left and right SCO tanks adjacent to engine casing B. Water is injected, and the remaining water is forcibly injected into the pair of left and right slop tanks (SLOP TK (P), (S)). By injecting around 800 tons of water into each slop tank to prevent the stern from floating, we balanced the COG, which is relatively small toward the rear end of the stern, and the stern was tilted unbalanced, resulting in partial buoyancy. Try not to. For example, No. 5 Inject 7,100 tons of water into each of SCO TK (P, S), 860 tons of main water into SLOP TK (P), and 750 tons into SLOP TK (S), for a total of 15,810 tons of water. I can do it.
ここで、SCOタンク及びスロップタンクにポンプPを介して清水又は海水を強制注水することができるが、海水の強制注水の際には、塩分及び塩素による船体の腐食を最小限に抑えるために海水淡水化装置を介して塩分及び塩素を除去した後で注水することもできる。 Here, fresh water or seawater can be forcibly injected into the SCO tank and slop tank via pump P, but when forcibly injecting seawater, seawater should be used to minimize corrosion of the hull due to salt and chlorine. Water can also be injected after salt and chlorine have been removed via a desalination device.
このため、部分進水船舶の建造段階に相応して、異なる方式で清水又は海水を強制注水して、部分進水船舶のバランスを保った状態で安定的に浮揚させず、進水船舶の進水に影響を与えないため工期遅延を最小限に抑えることができる。 For this reason, depending on the construction stage of the partially launched vessel, fresh water or seawater is forcibly injected using different methods to keep the partially launched vessel afloat stably while maintaining its balance. Since it does not affect water, construction delays can be kept to a minimum.
参考までに、ポンプPは、ドライドックに配置されるものと図示されているが、部分進水船舶に搭載されて強制注水するようにすることができ、スロップタンクは、各種タンクのクリーニング後に形成される油と海水との混合物、又は機関室から流れ出てくる廃油の油性混合物を貯留するタンクであって、油による海洋汚染を防止し且つ貨物油損失分を減少させる目的で配置される。 For reference, pump P is shown as being placed in a dry dock, but it can also be installed on a partially launched vessel for forced water injection, and slop tanks can be formed after cleaning various tanks. A tank for storing a mixture of oil and seawater, or an oily mixture of waste oil flowing out from an engine room, and is arranged for the purpose of preventing ocean pollution by oil and reducing cargo oil loss.
続いて、海水流入段階(S130)では、図5(b)に示すように、ドライドックのドックゲートを開放して海水を流入させて進水船舶を浮揚させ、部分進水船舶を定位置で浮揚させない。 Subsequently, in the seawater inflow step (S130), as shown in FIG. 5(b), the dock gate of the dry dock is opened to allow seawater to flow in and float the launched vessel, keeping the partially launched vessel in a fixed position. Do not levitate.
続いて、進水船舶の搬出段階(S140)では、図3及び図5(c)に示すように、浮揚した進水船舶をタグ船によってドックゲートの外部岸壁に引き揚げて搬出する。
続いて、海水排水段階(S150)では、ドックゲートを閉鎖してドライドックから海水を排水する。
Subsequently, in the step of carrying out the launched vessel (S140), as shown in FIGS. 3 and 5(c), the launched vessel that has floated is pulled up to the external quay of the dock gate by a tug and carried out.
Subsequently, in the seawater draining step (S150), the dock gate is closed and seawater is drained from the dry dock.
続いて、残余船殻部分工事遂行段階(S160)では、図5(d)に示すように、部分進数船舶に強制注水された清水又は海水を排水し、浸水した同じ位置で部分進水船舶に対する残りの残余船殻部分工事を行って進水船舶を建造する。 Subsequently, in the remaining hull partial construction execution step (S160), as shown in Figure 5(d), the fresh water or seawater that was forcibly injected into the partially launched vessel is drained, and the partially launched vessel is refilled at the same location where it was flooded. Construction of the remaining hull will be carried out to construct the launching vessel.
続いて、後続船舶の船殻部分工事遂行段階(S170)では、図5(d)に示すように、進水船舶の搬出位置で後続船舶の船殻部分工事を行う。 Subsequently, in the subsequent vessel hull partial construction execution stage (S170), as shown in FIG. 5(d), the hull partial construction of the subsequent vessel is performed at the unloading position of the launched vessel.
したがって、前述したドライドック未浮揚タンデム工法を適用した船舶建造工法の構成によって、従来技術の浸水工法による進水船舶浮揚のために自然流入した海水によって主要搭載物が搭載された部分進水船舶を浸水させることと対比して、別途清水又は海水を強制注水して船体腐食を最小限に抑えながら部分進水船舶を浮揚させず、同一のドライドック内で同種又は異種の船舶建造の際に進水船舶と部分進水船舶を同時に建造しながら、進水船舶の搬出時に部分進水船舶をバランスを保った状態で安定的に浮揚させないことができ、また、部分進水船舶の建造段階に相応して異なるように強制注水して進水船舶の進水に影響を与えないことができ、タンデム工法によって工期を短縮しながら大型建造船舶を連続的に建造することができる。 Therefore, by using the structure of the ship construction method applying the dry dock unfloating tandem construction method described above, a partially launched ship on which the main cargo is loaded can be built using naturally flowing seawater to float the launched ship using the conventional submersion method. In contrast to flooding, it is possible to minimize hull corrosion by separately forcibly injecting fresh water or seawater without refloating partially launched ships, and to proceed when constructing ships of the same or different types in the same dry dock. While constructing a water vessel and a partially launched vessel at the same time, it is possible to keep the partially launched vessel afloat stably while keeping the balance when the launched vessel is carried out, and it is also possible to keep the partially launched vessel afloat in a stable manner while maintaining the balance at the time of transporting the launched vessel. It is possible to forcibly inject water in different ways without affecting the launching of launched ships, and by using the tandem construction method, large-scale construction ships can be constructed continuously while shortening the construction period.
以上、本発明を図面に示された実施形態を参照して説明した。しかし、本発明はこれに限定されず、本発明の属する技術分野における通常の知識を有する者によって本発明と均等な範囲に属する様々な変形例又は他の実施形態が可能である。よって、本発明の真正な保護範囲は、後続の特許請求の範囲によって定められる。 The invention has been described above with reference to the embodiments shown in the drawings. However, the present invention is not limited thereto, and various modifications or other embodiments that are equivalent to the present invention are possible by those having ordinary knowledge in the technical field to which the present invention pertains. Therefore, the true protection scope of the present invention is determined by the following claims.
Claims (6)
前記部分進水船舶の内部にポンプを介して強制注水する段階と、
前記ドライドックのドックゲートを開放して海水を流入させて前記進水船舶を浮揚させ、前記部分進水船舶を浮揚させない段階と、
浮揚された前記進水船舶を前記ドックゲートの外部岸壁に搬出する段階と、
前記ドックゲートを閉鎖して前記ドライドックから海水を排出する段階と、
同じ位置で前記部分進水船舶に対する残余船殻部分工事を行う段階と、を含み、
前記部分進水船舶の浮力を相殺し且つCOG(Center Of Gravity)とのバランスを保つように、前記部分進水船舶の隔壁が形成されたカーゴタンクの内部に前記ポンプを介して清水又は海水を強制注水し、
前記部分進水船舶のデッキハウス及びエンジンケーシングの搭載時には、前記エンジンケーシングに隣接する左右一対のSCO(Side Crude Oil)タンクにそれぞれ強制注水する
ことを特徴とするドライドック未浮揚タンデム工法を適用した船舶建造工法。 A plurality of ship blocks of the same type or different types are constructed in one or two rows within the same dry dock, but hull construction for partially launched ships is performed in the area adjacent to the dock head, and hull construction for partially launched ships is performed in the area adjacent to the dock gate. The stage of carrying out partial construction work on the hull of
forcibly injecting water into the interior of the partially launched vessel via a pump;
opening a dock gate of the dry dock to allow seawater to flow in to float the launched vessel, but not to float the partially launched vessel;
carrying the floated launched vessel to an external quay of the dock gate;
closing the dock gate to drain seawater from the dry dock;
performing residual hull partial construction on the partially launched vessel at the same location ;
In order to offset the buoyancy of the partially launched vessel and maintain a balance with the COG (Center of Gravity), fresh water or seawater is pumped into the cargo tank of the partially launched vessel, in which the bulkhead is formed, through the pump. Forced water injection,
When installing the deck house and engine casing of the partially launched vessel, water is forcibly injected into a pair of left and right SCO (Side Crude Oil) tanks adjacent to the engine casing.
A ship construction method that applies the dry dock unfloating tandem construction method.
前記部分進水船舶の内部にポンプを介して強制注水する段階と、
前記ドライドックのドックゲートを開放して海水を流入させて前記進水船舶を浮揚させ、前記部分進水船舶を浮揚させない段階と、
浮揚された前記進水船舶を前記ドックゲートの外部岸壁に搬出する段階と、
前記ドックゲートを閉鎖して前記ドライドックから海水を排出する段階と、
同じ位置で前記部分進水船舶に対する残余船殻部分工事を行う段階と、を含み、
前記部分進水船舶の浮力を相殺し且つCOG(Center Of Gravity)とのバランスを保つように、前記部分進水船舶の隔壁が形成されたカーゴタンクの内部に前記ポンプを介して清水又は海水を強制注水し、
前記部分進水船舶のデッキハウス及びエンジンケーシングの未搭載時には、前記エンジンケーシングに隣接する左右一対のSCOタンクにそれぞれほとんどを強制注水し、左右一対のスロップタンクにそれぞれ残りを強制注水する
ことを特徴とするドライドック未浮揚タンデム工法を適用した船舶建造工法。 A plurality of ship blocks of the same type or different types are constructed in one or two rows within the same dry dock, but hull construction for partially launched ships is performed in the area adjacent to the dock head, and hull construction for partially launched ships is performed in the area adjacent to the dock gate. The stage of carrying out partial construction work on the hull of
forcibly injecting water into the interior of the partially launched vessel via a pump;
opening a dock gate of the dry dock to allow seawater to flow in to float the launched vessel, but not to float the partially launched vessel;
carrying the floated launched vessel to an external quay of the dock gate;
closing the dock gate to drain seawater from the dry dock;
performing residual hull partial construction on the partially launched vessel at the same location ;
In order to offset the buoyancy of the partially launched vessel and maintain a balance with the COG (Center of Gravity), fresh water or seawater is pumped into the cargo tank of the partially launched vessel, in which the bulkhead is formed, through the pump. Forced water injection,
When the deck house and engine casing of the partially launched vessel are not installed, most of the water is forcibly injected into a pair of left and right SCO tanks adjacent to the engine casing, and the remainder is forcibly injected into a pair of left and right slop tanks, respectively.
A ship construction method that applies the dry dock unfloating tandem construction method.
請求項1に記載のドライドック未浮揚タンデム工法を適用した船舶建造工法。 A ship construction method applying the dry dock non-floating tandem construction method according to claim 1, wherein fresh water or seawater is forcibly injected into the SCO tank .
請求項2に記載のドライドック未浮揚タンデム工法を適用した船舶建造工法。 A ship construction method applying the dry dock non-floating tandem construction method according to claim 2 , wherein fresh water or seawater is forcibly injected into the SCO tank and the slop tank.
請求項3または4に記載のドライドック未浮揚タンデム工法を適用した船舶建造工法。 When forcibly injecting seawater, salt and chlorine are removed through a seawater desalination device before water is injected.
A ship construction method applying the dry dock unfloated tandem construction method according to claim 3 or 4 .
請求項1または2に記載のドライドック未浮揚タンデム工法を適用した船舶建造工法。 The method further includes the step of carrying out construction work on the hull of a subsequent ship at the unloading position of the launched ship.
A ship construction method applying the dry dock non-floating tandem construction method according to claim 1 or 2 .
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020190174629A KR102157346B1 (en) | 2019-12-26 | 2019-12-26 | Method for shipbuilding by adapting non-floating tandem in dry dock |
| KR10-2019-0174629 | 2019-12-26 | ||
| PCT/KR2020/011740 WO2021132840A1 (en) | 2019-12-26 | 2020-09-02 | Shipbuilding method employing non-floating tandem method in dry dock |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2023504152A JP2023504152A (en) | 2023-02-01 |
| JP7341627B2 true JP7341627B2 (en) | 2023-09-11 |
Family
ID=72670304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2022532583A Active JP7341627B2 (en) | 2019-12-26 | 2020-09-02 | Ship construction method applying dry dock unfloating tandem construction method |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP7341627B2 (en) |
| KR (1) | KR102157346B1 (en) |
| CN (1) | CN114787031B (en) |
| WO (1) | WO2021132840A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115611367A (en) * | 2021-02-22 | 2023-01-17 | 中印恒盛(北京)贸易有限公司 | A cellular ship load-bearing circulating water treatment unit |
| CN113186956B (en) * | 2021-04-01 | 2022-11-29 | 中交第四航务工程局有限公司 | Construction method for floating installation of dock gate and construction method for floating deposition of dock gate |
| CN114435554B (en) * | 2022-03-17 | 2022-11-08 | 广船国际有限公司 | Semi-ship floating method |
| CN114753297B (en) * | 2022-04-11 | 2024-02-02 | 中国铁建港航局集团有限公司 | Novel dock wall connecting structure and construction method thereof |
| CN116654214B (en) * | 2023-06-02 | 2025-09-12 | 沪东中华造船(集团)有限公司 | A method for increasing the construction batch of LNG ship dock |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008118082A1 (en) | 2007-03-26 | 2008-10-02 | Wallenius Marine Ab | A method of manufacturing a hull of a ship and a hull manufactured in accordance with the method |
| JP2009517290A (en) | 2006-12-29 | 2009-04-30 | ヒュンダイ ヘビー インダストリーズ カンパニー リミテッド | Inundation method applied to tandem construction method |
| WO2014013584A1 (en) | 2012-07-19 | 2014-01-23 | ジャパン マリンユナイテッド株式会社 | Ship |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5425717B2 (en) * | 1974-03-20 | 1979-08-30 | ||
| JP2008143281A (en) * | 2006-12-07 | 2008-06-26 | Minami Nippon Zosen Kk | Construction system of ship or the like |
| KR100796410B1 (en) * | 2006-12-29 | 2008-01-21 | 현대중공업 주식회사 | Immersion method applied to tandem drying method |
| CN101357673A (en) * | 2008-04-30 | 2009-02-04 | 大连船舶重工集团有限公司 | Dock non-dry type multi-boat construction method |
| KR20100008086A (en) * | 2008-07-15 | 2010-01-25 | 삼성중공업 주식회사 | Tandem construction method for a liquid cargo carrier using compulsion inundation |
| KR101060008B1 (en) * | 2008-12-01 | 2011-08-29 | 삼성중공업 주식회사 | Ballast water supply system and the vessel on which it is installed |
| CN101920766B (en) * | 2010-05-14 | 2013-02-13 | 蓬莱中柏京鲁船业有限公司 | A method of building a ship |
| KR20120107587A (en) | 2011-03-22 | 2012-10-04 | 현대중공업 주식회사 | The specialized method for making shorten the quay working time |
| CN103754323B (en) * | 2014-02-14 | 2016-05-18 | 南通中远川崎船舶工程有限公司 | A kind of mid-series method of construction of large ship |
| CN208630806U (en) * | 2018-07-26 | 2019-03-22 | 江苏扬子鑫福造船有限公司 | Quick integral shift falls pier two and half and floats ship structure |
-
2019
- 2019-12-26 KR KR1020190174629A patent/KR102157346B1/en active Active
-
2020
- 2020-09-02 JP JP2022532583A patent/JP7341627B2/en active Active
- 2020-09-02 CN CN202080085969.7A patent/CN114787031B/en active Active
- 2020-09-02 WO PCT/KR2020/011740 patent/WO2021132840A1/en not_active Ceased
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009517290A (en) | 2006-12-29 | 2009-04-30 | ヒュンダイ ヘビー インダストリーズ カンパニー リミテッド | Inundation method applied to tandem construction method |
| WO2008118082A1 (en) | 2007-03-26 | 2008-10-02 | Wallenius Marine Ab | A method of manufacturing a hull of a ship and a hull manufactured in accordance with the method |
| WO2014013584A1 (en) | 2012-07-19 | 2014-01-23 | ジャパン マリンユナイテッド株式会社 | Ship |
Also Published As
| Publication number | Publication date |
|---|---|
| KR102157346B1 (en) | 2020-09-18 |
| CN114787031A (en) | 2022-07-22 |
| JP2023504152A (en) | 2023-02-01 |
| CN114787031B (en) | 2024-03-22 |
| WO2021132840A1 (en) | 2021-07-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP7341627B2 (en) | Ship construction method applying dry dock unfloating tandem construction method | |
| FI58463C (en) | FARTYG FOER TRANSPORT AV LASTBAERANDE PRAOMAR | |
| SE7707627L (en) | VESSELS FOR THE TRANSPORT OF PRAMS, BARRIERS OR SIMILAR MOVABLE LOADS | |
| KR101561160B1 (en) | Ship's ballast system | |
| CN107207078B (en) | Ship is set to enter the diving ship of dry dock | |
| KR101732218B1 (en) | A floating cargo carrying marine vessel and a method of loading and offloading such | |
| KR100809539B1 (en) | Shipbuilding method using pants | |
| KR100681556B1 (en) | Additional buoyancy launching method of ship and its suitable device | |
| KR101302037B1 (en) | Floating dock | |
| KR100796410B1 (en) | Immersion method applied to tandem drying method | |
| KR20060136301A (en) | Method for launching an additional floatage and apparatus of vessel | |
| US3993012A (en) | Vessel for transport of buoyant cargo | |
| KR20130074134A (en) | Block carry method for constructing vessel | |
| JPH0710080A (en) | Submersible tank barge and its carrying method | |
| KR102856008B1 (en) | Method on tandem of launching ship in dry-dock by using buoyancy structure-combined keel block having added buoyancy | |
| KR101245658B1 (en) | Ballast management system of ship | |
| KR20100008086A (en) | Tandem construction method for a liquid cargo carrier using compulsion inundation | |
| JPS61115794A (en) | Float-on float-off vessel | |
| KR100953487B1 (en) | Immersion method using gourd applied to tandem drying method | |
| JP5037580B2 (en) | Auxiliary equipment for ship dock launching | |
| KR101024553B1 (en) | Ship drying method | |
| KR20150049808A (en) | Sea structure launching method to use barge | |
| RU2286903C1 (en) | Method of transportation of liquid cargoes in bulk (versions) | |
| KR20150092862A (en) | Ship with minimizing ballast water treating capacity | |
| KR20210002004U (en) | A vessel equipped with ballast tanks of pipe structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20220530 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20230427 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20230502 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20230609 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20230829 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20230829 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 7341627 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |