JP2023139672A - Device and method for manufacturing floating body structure - Google Patents

Device and method for manufacturing floating body structure Download PDF

Info

Publication number
JP2023139672A
JP2023139672A JP2022045327A JP2022045327A JP2023139672A JP 2023139672 A JP2023139672 A JP 2023139672A JP 2022045327 A JP2022045327 A JP 2022045327A JP 2022045327 A JP2022045327 A JP 2022045327A JP 2023139672 A JP2023139672 A JP 2023139672A
Authority
JP
Japan
Prior art keywords
area
water
floating structure
region
water level
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.)
Pending
Application number
JP2022045327A
Other languages
Japanese (ja)
Inventor
沙代 山田
sayo Yamada
東熙 高
Dongxi Gao
優介 浦
Yusuke Ura
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2022045327A priority Critical patent/JP2023139672A/en
Publication of JP2023139672A publication Critical patent/JP2023139672A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

To provide a device and a method for manufacturing a floating body structure, which can continuously carry out manufacturing and launching of a plurality of floating body structures.SOLUTION: A floating body structure C in a first region 1 is caused to float by adjusting a water level WL in the first region 1 in a state where a water gate 28 is closed, and moved to a second region 2. Then, a water level WL in the second region 2 is adjusted to be equal to a water level WL0 in an external water region 12, and then the water gate 28 is opened to enable the floating body structure C in the second region 2 to be towed toward the external water region 12.SELECTED DRAWING: Figure 1

Description

本発明は、例えば洋上風力発電用の浮体構造物の大量生産に好適な浮体構造物の製造装置および製造方法に関するものである。 The present invention relates to a floating structure manufacturing apparatus and manufacturing method suitable for mass production of floating structures for offshore wind power generation, for example.

従来、洋上風力発電用の浮体構造物が知られている(例えば、特許文献1を参照)。こうした大型の浮体構造物は、通常、海水面下まで地盤を掘り下げた海洋ドックで製造され、ドックに水を注入することにより進水している。このプロセスでは、1つの浮体構造物を製造して進水するまでの作業が同一の1つのドック内で行われる。 2. Description of the Related Art Floating structures for offshore wind power generation are conventionally known (for example, see Patent Document 1). These large floating structures are typically manufactured in offshore docks dug below sea level and launched by injecting water into the docks. In this process, operations from manufacturing one floating structure to launching it into the water are performed within the same one dock.

一方、造船業界では、ブロック建造方式が一般に採用されている。この方式は、船体を複数の鋼製ブロックに分けてそれぞれを建造し、全てを溶接で接合して一隻の船を完成させるものである。 On the other hand, in the shipbuilding industry, the block construction method is generally adopted. This method involves building a ship by dividing the hull into multiple steel blocks, then welding them together to complete the ship.

特開2009-248792号公報JP2009-248792A

しかし、上記の従来の海洋ドックでは、浮体構造物の進水作業中に次の浮体構造物を製造することは難しいことから、大型の浮体構造物の大量生産には不向きであるという問題があった。また、浮体構造物がコンクリート製の場合には、止水の難しさから浮体モジュール同士の接合部は極力少なくするのが好ましいため、特にブロック建造方式を前提とした既存の造船ドックでの大量生産には不向きであった。こうしたことから、大型の浮体構造物の大量生産を可能にするために、複数の浮体構造物の製作と進水を継続的に行うことができるドック(製造装置)が求められていた。 However, the above-mentioned conventional marine docks have the problem of being unsuitable for mass production of large floating structures, as it is difficult to manufacture the next floating structure while the floating structure is being launched. Ta. In addition, when the floating structure is made of concrete, it is preferable to minimize the number of joints between floating modules due to the difficulty of water-stopping. It was not suitable for For this reason, in order to enable the mass production of large floating structures, there has been a need for a dock (manufacturing equipment) that can continuously manufacture and launch multiple floating structures.

本発明は、上記に鑑みてなされたものであって、複数の浮体構造物の製作と進水を継続的に行うことができる浮体構造物の製造装置および製造方法を提供することを目的とする。 The present invention has been made in view of the above, and an object of the present invention is to provide a floating structure manufacturing device and manufacturing method that can continuously manufacture and launch a plurality of floating structures. .

上記した課題を解決し、目的を達成するために、本発明に係る浮体構造物の製造装置は、浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを備える製造装置であって、前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせてから、前記第二領域に移動させた後、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にすることを特徴とする。 In order to solve the above problems and achieve the objectives, a floating structure manufacturing apparatus according to the present invention is provided adjacent to a manufacturing area where floating structures are manufactured, and the manufactured floating structure can be placed. a first area consisting of a floor part, a second area provided adjacent to the first area and consisting of a floor part lower than the height of the floor part of the first area, and the second area and an external water body. and a water level adjusting device for adjusting the water level in the first region and the second region, the manufacturing device comprising: a water gate provided between the water gate and the water level adjusting device for regulating the water level in the first region and the second region, the water level in the first region being adjusted with the water gate closed. After the floating structure in the first area is floated by adjusting the floating structure and then moved to the second area, the water level in the second area is adjusted to be the same as the water level in the external water body, and then , the water gate is opened to enable the floating structure in the second region to be towed toward the external water area.

また、本発明に係る浮体構造物の製造方法は、浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを用いて前記浮体構造物を製造する方法であって、前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせるステップと、前記浮体構造物を前記第一領域から前記第二領域に移動させるステップと、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にするステップとを有することを特徴とする。 Further, the method for manufacturing a floating structure according to the present invention includes a first area that is provided adjacent to a manufacturing area where the floating structure is manufactured and is composed of a floor section on which the manufactured floating structure can be placed; a second area provided adjacent to one area and comprising a floor portion lower than the height of the floor portion of the first area; a water gate provided between the second area and an external water area; A method of manufacturing the floating structure using a water level adjustment device that adjusts the water level of the first region and the second region, the method comprising: adjusting the water level of the first region with the water gate closed; floating the floating structure in a first area; moving the floating structure from the first area to the second area; and adjusting the water level in the second area to be the same as the water level in the external water body. and then opening the water gate to enable the floating structure in the second region to be towed toward the external water area.

本発明に係る浮体構造物の製造装置によれば、浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを備える製造装置であって、前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせてから、前記第二領域に移動させた後、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にするので、複数の浮体構造物の製作と進水を継続的に行うことが可能となり、浮体構造物の大量生産が容易になるという効果を奏する。 According to the floating structure manufacturing apparatus according to the present invention, the first area is provided adjacent to a manufacturing area for manufacturing the floating structure and is composed of a floor section on which the manufactured floating structure can be placed; a second area provided adjacent to one area and comprising a floor portion lower than the height of the floor portion of the first area; a water gate provided between the second area and an external water area; and a water level adjustment device for adjusting the water level in the second region, the manufacturing device comprising: a water level adjusting device for adjusting the water level in the second region, the floating body structure in the first region being adjusted by adjusting the water level in the first region with the water gate closed. After floating the object and moving it to the second area, the water level in the second area is adjusted to be the same as the water level in the external water area, and then the water gate is opened and the object is moved to the second area. Since the floating structure can be towed toward the external water body, it is possible to continuously manufacture and launch a plurality of floating structures, and the effect is that mass production of floating structures is facilitated. .

また、本発明に係る浮体構造物の製造方法によれば、浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを用いて前記浮体構造物を製造する方法であって、前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせるステップと、前記浮体構造物を前記第一領域から前記第二領域に移動させるステップと、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にするステップとを有するので、複数の浮体構造物の製作と進水を継続的に行うことが可能となり、浮体構造物の大量生産が容易になるという効果を奏する。 Further, according to the method for manufacturing a floating structure according to the present invention, a first area is provided adjacent to a manufacturing area where the floating structure is manufactured and is composed of a floor section on which the manufactured floating structure can be placed; a second region provided adjacent to the first region and comprising a floor portion lower than the height of the floor portion of the first region; a water gate provided between the second region and an external water body; A method of manufacturing the floating structure using a water level adjustment device that adjusts the water level of the first region and the second region, the method comprising: adjusting the water level of the first region with the water gate closed. Floating the floating structure in the first region by moving the floating structure from the first region to the second region, and making the water level in the second region the same as the water level in the external water body. and then opening the water gate to allow the floating structures in the second region to be towed toward the external water area, thereby facilitating the fabrication and launching of a plurality of floating structures. This has the effect of making it possible to carry out the process continuously and making mass production of floating structures easier.

図1は、本発明に係る浮体構造物の製造装置の実施の形態を示す図であり、(1)は平面図、(2)は側断面図である。FIG. 1 is a diagram showing an embodiment of a floating structure manufacturing apparatus according to the present invention, in which (1) is a plan view and (2) is a side sectional view. 図2は、本発明に係る浮体構造物の製造方法の実施の形態を示す図である。FIG. 2 is a diagram showing an embodiment of a method for manufacturing a floating structure according to the present invention.

以下に、本発明に係る浮体構造物の製造装置および製造方法の実施の形態を図面に基づいて詳細に説明する。なお、この実施の形態によりこの発明が限定されるものではない。 EMBODIMENT OF THE INVENTION Below, embodiment of the manufacturing apparatus and manufacturing method of the floating structure based on this invention is described in detail based on drawing. Note that the present invention is not limited to this embodiment.

図1に示すように、本実施の形態に係る浮体構造物の製造装置10は、外海12(外部水域)に面した港湾の岸壁の陸14上に設けられる工場16と、進水用ドック18とからなる。 As shown in FIG. 1, a floating structure manufacturing apparatus 10 according to the present embodiment includes a factory 16 installed on land 14 of a quay of a port facing the open sea 12 (external water area), and a launching dock 18. It consists of

工場16は、浮体構造物を製作する製作区域である。本実施の形態の製作対象は、洋上風力発電用のセミサブ式の大型の浮体構造物を想定している。なお、コンクリート製の浮体構造物の大量生産を行う場合は、工場16内には、コンクリート製の浮体構造物を大量生産できるように、スリップフォーム工法で使用する設備(例えば、移動式成型機、鋼製型枠)を配置することが好ましい。 The factory 16 is a manufacturing area where floating structures are manufactured. The manufacturing target of this embodiment is assumed to be a semi-sub type large floating structure for offshore wind power generation. In addition, when mass-producing concrete floating structures, the factory 16 is equipped with equipment used in the slip form construction method (for example, mobile molding machines, It is preferable to arrange a steel formwork).

進水用ドック18は、工場側に位置するエリア1と、海側に位置するエリア2からなる。エリア1は、工場16に隣接して設けられ、製作した浮体構造物を配置可能な水平床20(床部)からなる第一領域である。水平床20の高さは、工場16の床と同じ高さである。エリア2は、エリア1に隣接して設けられ、エリア1の水平床20の高さよりも低い床22(床部)からなる第二領域である。エリア1の水平床20とエリア2の床22は斜面24で接続している。エリア2には、あらかじめ海水が取り込まれており、製作対象の浮体構造物を十分に浮かばせられるほどの水深hを有している。 The launching dock 18 consists of Area 1 located on the factory side and Area 2 located on the sea side. Area 1 is a first area that is provided adjacent to factory 16 and includes a horizontal floor 20 (floor section) on which manufactured floating structures can be placed. The height of the horizontal floor 20 is the same as the floor of the factory 16. Area 2 is a second area that is provided adjacent to area 1 and includes a floor 22 (floor portion) that is lower in height than the horizontal floor 20 of area 1. A horizontal floor 20 in area 1 and a floor 22 in area 2 are connected by a slope 24. Area 2 is filled with seawater in advance and has a water depth h that is sufficient to float the floating structure to be manufactured.

図1(1)に示すように、進水用ドック18の左右側部には、所定の高さの堤体26が設けられ、進水用ドック18の前後部には、開閉可能なゲート28、30が設けられる。左右方向幅Bは、エリア1よりもエリア2の方が大きい。エリア1とエリア2の接続部は平面視で漸拡しており、堤体26は平面視でエリア1、2の側部に沿って略前後方向に延在するとともに、前方の海側で左右方向内側に屈曲し、ゲート28の側部の戸当たりに接続している。このように、進水用ドック18の周囲四方は堤体26とゲート28、30で取り囲まれている。進水用ドック18は、岸壁上の工場16と進水予定先の海12の間の領域を掘り込むことによって構築してもよいし、岸壁から海側に連壁で囲んだ領域を形成することによって構築してもよい。 As shown in FIG. 1 (1), embankments 26 of a predetermined height are provided on the left and right sides of the launching dock 18, and gates 28 that can be opened and closed are provided at the front and rear of the launching dock 18. , 30 are provided. The width B in the left-right direction is larger in area 2 than in area 1. The connecting part between Area 1 and Area 2 gradually widens in plan view, and the embankment body 26 extends approximately in the front-rear direction along the sides of Areas 1 and 2 in plan view, and extends left and right on the sea side in front. It is bent inward and connected to a doorstop on the side of the gate 28. In this way, the launching dock 18 is surrounded on all sides by the embankment body 26 and the gates 28 and 30. The launching dock 18 may be constructed by digging an area between the factory 16 on the quay and the sea 12 where the launch is planned, or it may be constructed by forming an area surrounded by a continuous wall from the quay to the sea side. It may be constructed by

海側のゲート28(水門)は、外海12とエリア2の境界に設置され、例えば造船所などで使用されるフラップ式ゲートで構成される。ゲート28が開くと、外海12とエリア2は連通状態になり、ゲート28が閉じると、外海12とエリア2は遮断状態になる。工場側のゲート30は、左右方向に移動可能な左右一対の横引きゲートで構成され、工場16とエリア1の境界に設置される。ゲート30が開くと、工場16とエリア1は連通状態になり、ゲート30が閉じると、工場16とエリア1は遮断状態になる。 The sea side gate 28 (sluice gate) is installed at the boundary between the open sea 12 and the area 2, and is configured with a flap type gate used, for example, at a shipyard. When the gate 28 opens, the open sea 12 and area 2 are placed in communication, and when the gate 28 is closed, the open sea 12 and area 2 are placed in a disconnected state. The gate 30 on the factory side is composed of a pair of left and right side gates that can be moved in the left and right direction, and is installed at the boundary between the factory 16 and the area 1. When the gate 30 opens, the factory 16 and area 1 are placed in communication, and when the gate 30 is closed, the factory 16 and area 1 are disconnected.

製造装置10は、進水用ドック18の水位WLを調節する水位調節装置32と、エリア1での資材運搬や浮体構造物への艤装品の取付けに用いる運搬装置34Aと、工場16からエリア1に向けて浮体構造物を水平移動するための移動装置34Bと、をさらに備える。 The manufacturing equipment 10 includes a water level adjustment device 32 that adjusts the water level WL of the launching dock 18, a transportation device 34A used for transporting materials in area 1 and attaching equipment to floating structures, and a transport device 34A used for transporting materials in area 1 and attaching equipment to floating structures, and transporting equipment from the factory 16 to area 1. The floating structure further includes a moving device 34B for horizontally moving the floating structure toward.

水位調節装置32は、例えば、海12の水を進水用ドック18内に注水する注水装置と、進水用ドック18内の海水を外部に排水する排水装置とを用いて構成することができる。注水装置および排水装置としては、例えば、ポンプで吸引した海水を給排水する装置が使用可能である。注水装置で進水用ドック18内に注水することで進水用ドック18の水位WLを上昇させ、排水で進水用ドック18内から排水することで進水用ドック18の水位WLを低下させることが可能である。なお、進水用ドック18内の水位WLを検知する水位検知装置と、検知した進水用ドック18の水位WLに応じて注水装置または排水装置の動作を停止する制御装置をさらに含んでもよい。また、本発明の水位調節装置はこれに限るものではなく、進水用ドック18内の水位WLを調節可能な装置であればいかなる装置でもよい。 The water level adjustment device 32 can be configured using, for example, a water injection device that injects water from the sea 12 into the launching dock 18 and a drainage device that drains seawater in the launching dock 18 to the outside. . As the water injection device and the drainage device, for example, a device that supplies and drains seawater sucked in by a pump can be used. The water level WL of the launching dock 18 is raised by injecting water into the launching dock 18 with a water injection device, and the water level WL of the launching dock 18 is lowered by discharging water from the launching dock 18 with drainage. Is possible. Note that it may further include a water level detection device that detects the water level WL in the launching dock 18, and a control device that stops the operation of the water injection device or the drainage device according to the detected water level WL in the launching dock 18. Further, the water level adjusting device of the present invention is not limited to this, and any device may be used as long as it is capable of adjusting the water level WL in the launching dock 18.

また、運搬装置34Aは、例えば浮体式洋上風力のタービンやブレードなどを設置するために用いられるタワークレーンである。移動装置34Bは、例えば、IP-CCV(Individual Pushing Caisson Carrier Vehicle)のような装置、エアーキャスターとジャッキまたはウィンチによる装置、ベルトコンベア・無限軌道・車輪等を用いた装置などの周知の移動装置を用いることができる。この場合、工場16の床からエリア1の水平床20までの区間には、上記の移動装置を活用できるように、IP-CCVやエアーキャスター、車輪のためのレール(溝)またはベルトコンベア等の装置をあらかじめ取り付けておくことが望ましい。なお、図1(1)の例では、水平床20に移動装置34Bとして溝を設けた構成を示している。 Further, the transport device 34A is a tower crane used for installing, for example, floating offshore wind turbines and blades. The moving device 34B may be a known moving device such as a device such as an IP-CCV (Individual Pushing Caisson Carrier Vehicle), a device using air casters and a jack or winch, or a device using a belt conveyor, endless tracks, wheels, etc. Can be used. In this case, the section from the floor of the factory 16 to the horizontal floor 20 of area 1 is equipped with IP-CCV, air casters, rails (grooves) for wheels, belt conveyors, etc. so that the above-mentioned moving devices can be utilized. It is advisable to install the device in advance. In addition, the example of FIG. 1(1) shows a configuration in which a groove is provided in the horizontal floor 20 as the moving device 34B.

次に、本実施の形態の浮体構造物の製造方法について図2を参照しながら説明する。本実施の形態では、以下のステップS1~S5の手順により、浮体構造物を製作した後、進水させる。 Next, a method for manufacturing a floating structure according to this embodiment will be described with reference to FIG. In this embodiment, a floating structure is manufactured by the following steps S1 to S5 and then launched.

まず、ステップS1では、図2(1)に示すように、進水用ドック18の水位WLをエリア1の水平床20よりも低い状態にしておくものとする。工場16で製作した浮体構造物Cを水平移動して進水用ドック18のエリア1の水平床20に仮置きする。エリア1に仮置きする浮体構造物Cの数は、エリア1のスペースに応じて適宜設定可能である(図の例では2基)。浮体構造物Cを水平移動する移動装置には、例えば、上記の移動装置を適用することができる。 First, in step S1, it is assumed that the water level WL of the launching dock 18 is lower than the horizontal floor 20 of the area 1, as shown in FIG. 2(1). The floating structure C manufactured in the factory 16 is moved horizontally and temporarily placed on the horizontal floor 20 in area 1 of the launching dock 18. The number of floating structures C to be temporarily placed in area 1 can be set as appropriate depending on the space in area 1 (two in the example shown). For example, the above-mentioned moving device can be applied to the moving device that horizontally moves the floating structure C.

本実施の形態の浮体構造物Cは、互いに水平に連結された複数のコンクリート製の柱状の浮体C1からなる構造物を想定している。中央の浮体C1の上部には風車タワーC2が設けられ、風車タワーC2の上端には図示しないナセルおよびブレードが設けられる。符号C3は、ブレードの外径円を示している。浮体構造物Cの上部構造や艤装品(例えば、タワーC2やナセル・ブレード・係留装置など)の取付け作業は、工場内で行ってもよいし、このエリア1で行ってもよい。 The floating structure C of this embodiment is assumed to be a structure consisting of a plurality of concrete columnar floating bodies C1 that are horizontally connected to each other. A wind turbine tower C2 is provided at the top of the central floating body C1, and a nacelle and blades (not shown) are provided at the upper end of the wind turbine tower C2. Symbol C3 indicates the outer diameter circle of the blade. The work of installing the superstructure and equipment (for example, the tower C2, nacelle, blade, mooring device, etc.) of the floating structure C may be performed in the factory or in this area 1.

次のステップS2では、図2(2)に示すように、全ゲート28、30を閉じ、エリア1において浮体構造物Cが浮き上がるまで、外部から進水用ドック18に海水を注水し、進水用ドック18の水位WLを上昇させる。こうすることで、浮体構造物Cが進水する。 In the next step S2, as shown in FIG. 2 (2), all the gates 28 and 30 are closed, and seawater is injected into the launching dock 18 from the outside until the floating structure C floats in area 1, and the launching dock 18 is then launched. The water level WL of the dock 18 is raised. By doing this, the floating structure C is launched.

次のステップS3では、図2(3)に示すように、海水に浮いたエリア1の浮体構造物Cをエリア2に移動する。この移動には、ウィンチやワイヤー、船舶を用いて浮体構造物Cを牽引する方法などを適用することができる。エリア2に移動後、必要に応じて浮体構造物Cの艤装品取付け作業を行ってもよい。 In the next step S3, as shown in FIG. 2(3), the floating structure C in area 1 floating in seawater is moved to area 2. For this movement, a method of towing the floating structure C using a winch, a wire, a ship, or the like can be applied. After moving to area 2, fitting work for the floating structure C may be carried out as required.

次のステップS4では、図2(4)に示すように、エリア2の水位WLが外海の水位WL0と同じレベルになるまで進水用ドック18内から海水を外部に排出する。エリア1の排水完了後、エリア1はステップS1の作業が可能な状態となるので、工場16から次の浮体構造物Cをエリア1に仮置きできるようになり、エリア1において浮体構造物Cの上部構造や艤装品の取付け作業が可能となる。 In the next step S4, as shown in FIG. 2(4), seawater is discharged from the launching dock 18 to the outside until the water level WL in area 2 becomes the same level as the water level WL0 in the open sea. After the drainage of area 1 is completed, area 1 becomes ready for the work in step S1, so the next floating structure C from the factory 16 can be temporarily placed in area 1. It becomes possible to install the superstructure and fittings.

次のステップS5では、図2(5)に示すように、外海12に面したゲート28を開き、エリア2の浮体構造物Cを外海12に向けて曳航可能な状態にする。その後、浮体構造物Cを図示しない作業船などで曳航する。 In the next step S5, as shown in FIG. 2(5), the gate 28 facing the open sea 12 is opened, and the floating structure C in the area 2 is made ready to be towed towards the open sea 12. Thereafter, the floating structure C is towed by a work boat or the like (not shown).

このように、本実施の形態によれば、床の高さが異なる2つのエリア1、2を活用して、海水の注入と排出を行うことにより、複数の浮体構造物の製作と進水を継続的に行うことが可能である。通常のドック利用と異なり、1個の浮体構造物の進水のために他の浮体構造物の製作を止めることなく、製作した浮体構造物をスムーズかつ迅速に運搬し、進水させることができる。本実施の形態は、クレーンやリフトを使うことが困難な大型の浮体構造物の大量生産に好適である。 In this way, according to the present embodiment, by utilizing the two areas 1 and 2 with different floor heights to inject and discharge seawater, it is possible to fabricate and launch multiple floating structures. It is possible to do this continuously. Unlike normal dock use, the fabricated floating structure can be smoothly and quickly transported and launched without stopping the production of other floating structures in order to launch one floating structure. . This embodiment is suitable for mass production of large floating structures for which it is difficult to use cranes or lifts.

以上説明したように、本発明に係る浮体構造物の製造装置によれば、浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを備える製造装置であって、前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせてから、前記第二領域に移動させた後、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にするので、複数の浮体構造物の製作と進水を継続的に行うことが可能となり、浮体構造物の大量生産が容易になる。 As explained above, according to the floating structure manufacturing apparatus according to the present invention, the first floor section is provided adjacent to the manufacturing area where floating structures are manufactured, and includes a floor section on which the manufactured floating structure can be placed. a second region provided adjacent to the first region and comprising a floor portion lower than the height of the floor portion of the first region; and a second region provided between the second region and an external water body. A manufacturing apparatus comprising a water gate and a water level adjustment device that adjusts the water level in the first region and the second region, the manufacturing device comprising: a water gate, and a water level adjusting device that adjusts the water level in the first region and the second region; After floating the floating structure in one area and moving it to the second area, adjusting the water level in the second area to be the same as the water level in the external water area, and then opening the water gate; Since the floating structure in the second region can be towed toward the external water area, it is possible to continuously manufacture and launch a plurality of floating structures, and mass production of floating structures is facilitated. become.

また、本発明に係る浮体構造物の製造方法によれば、浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを用いて前記浮体構造物を製造する方法であって、前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせるステップと、前記浮体構造物を前記第一領域から前記第二領域に移動させるステップと、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にするステップとを有するので、複数の浮体構造物の製作と進水を継続的に行うことが可能となり、浮体構造物の大量生産が容易になる。 Further, according to the method for manufacturing a floating structure according to the present invention, a first area is provided adjacent to a manufacturing area where the floating structure is manufactured and is composed of a floor section on which the manufactured floating structure can be placed; a second region provided adjacent to the first region and comprising a floor portion lower than the height of the floor portion of the first region; a water gate provided between the second region and an external water body; A method of manufacturing the floating structure using a water level adjustment device that adjusts the water level of the first region and the second region, the method comprising: adjusting the water level of the first region with the water gate closed. Floating the floating structure in the first region by moving the floating structure from the first region to the second region, and making the water level in the second region the same as the water level in the external water body. and then opening the water gate to allow the floating structures in the second region to be towed toward the external water area, thereby facilitating the fabrication and launching of a plurality of floating structures. It becomes possible to carry out the process continuously, which facilitates the mass production of floating structures.

以上のように、本発明に係る浮体構造物の製造装置および製造方法は、洋上風力発電用の大型の浮体構造物の製造に有用であり、特に、浮体構造物を大量生産するのに適している。 As described above, the floating structure manufacturing apparatus and manufacturing method according to the present invention are useful for manufacturing large floating structures for offshore wind power generation, and are particularly suitable for mass producing floating structures. There is.

1 エリア(第一領域)
2 エリア(第二領域)
10 浮体構造物の製造装置
12 外海(外部水域)
14 陸
16 工場(製作区域)
18 進水用ドック
20 水平床(床部)
22 床(床部)
24 斜面
26 堤体
28 ゲート(水門)
30 ゲート
32 水位調節装置
34 移動装置
34A 運搬装置
34B 移動装置
B 幅
C 浮体構造物
h 水深
WL,WL0 水位
1 area (first area)
2 area (second area)
10 Floating structure manufacturing equipment 12 Open sea (external water area)
14 Land 16 Factory (manufacturing area)
18 Launching dock 20 Horizontal floor (floor)
22 Floor (floor part)
24 Slope 26 Embankment body 28 Gate (sluice gate)
30 Gate 32 Water level adjustment device 34 Transfer device 34A Transport device 34B Transfer device B Width C Floating structure h Water depth WL, WL0 Water level

Claims (2)

浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを備える製造装置であって、
前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせてから、前記第二領域に移動させた後、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にすることを特徴とする浮体構造物の製造装置。
a first area provided adjacent to a manufacturing area where floating structures are manufactured and consisting of a floor section on which the manufactured floating structure can be placed; a second area consisting of a floor lower than the height of the floor; a water gate provided between the second area and an external water area; and a water level adjustment device that adjusts the water levels in the first area and the second area. A manufacturing device comprising:
With the water gate closed, the floating structure in the first area is floated by adjusting the water level in the first area, and then moved to the second area, and then the water level in the second area is adjusted. The floating structure is characterized in that the water level is adjusted to be the same as the water level of the external water area, and then the water gate is opened to enable the floating structure in the second region to be towed toward the external water area. Manufacturing equipment.
浮体構造物を製作する製作区域に隣接して設けられ、製作した前記浮体構造物を配置可能な床部からなる第一領域と、前記第一領域に隣接して設けられ、前記第一領域の前記床部の高さよりも低い床部からなる第二領域と、前記第二領域と外部水域との間に設けられる水門と、前記第一領域および前記第二領域の水位を調節する水位調節装置とを用いて前記浮体構造物を製造する方法であって、
前記水門を閉じた状態で、前記第一領域の水位を調節することにより前記第一領域の前記浮体構造物を浮かせるステップと、前記浮体構造物を前記第一領域から前記第二領域に移動させるステップと、前記第二領域の水位を前記外部水域の水位と同じになるように調節してから、前記水門を開き、前記第二領域の前記浮体構造物を前記外部水域に向けて曳航可能にするステップとを有することを特徴とする浮体構造物の製造方法。
a first area provided adjacent to a manufacturing area where floating structures are manufactured and consisting of a floor section on which the manufactured floating structure can be placed; a second area consisting of a floor lower than the height of the floor; a water gate provided between the second area and an external water area; and a water level adjustment device that adjusts the water levels in the first area and the second area. A method of manufacturing the floating structure using
floating the floating structure in the first area by adjusting the water level in the first area with the water gate closed; and moving the floating structure from the first area to the second area. adjusting the water level in the second region to be the same as the water level in the external water body, and then opening the water gate so that the floating structure in the second region can be towed toward the external water body. A method for manufacturing a floating structure, comprising the steps of:
JP2022045327A 2022-03-22 2022-03-22 Device and method for manufacturing floating body structure Pending JP2023139672A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2022045327A JP2023139672A (en) 2022-03-22 2022-03-22 Device and method for manufacturing floating body structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022045327A JP2023139672A (en) 2022-03-22 2022-03-22 Device and method for manufacturing floating body structure

Publications (1)

Publication Number Publication Date
JP2023139672A true JP2023139672A (en) 2023-10-04

Family

ID=88204955

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022045327A Pending JP2023139672A (en) 2022-03-22 2022-03-22 Device and method for manufacturing floating body structure

Country Status (1)

Country Link
JP (1) JP2023139672A (en)

Similar Documents

Publication Publication Date Title
US20220002961A1 (en) Suction Anchors and Their Methods of Manufacture
CN109736260B (en) U-shaped wharf and construction and installation method
CN101195407A (en) Boatbuilding system
KR100940795B1 (en) Method for launching and transporting heavy weight structures using air bags
KR100952910B1 (en) Floating gate dock and vessel construction method thereof
JP2023139672A (en) Device and method for manufacturing floating body structure
KR20110083241A (en) Dock and method for ship building
JPH0986485A (en) Manufacturing work method and repair work method for large structure, and barge used for execution of the methods
CN111206585A (en) Structural system for flat ground prefabricated modular transportation of large immersed tube tunnel pipe section
CN111980067A (en) Construction method for long-distance conveying of immersed tube by adopting refuting process
CN104164885A (en) Caisson towing method
CN104420453A (en) Integral jointing method of cantilever beam of self-elevating drilling platform
US2966778A (en) Caissons for wharf construction and method of installing same
CN211922691U (en) Equipment capable of migrating and prefabricating offshore wind power barrel type foundation
CN111005400A (en) Equipment and method capable of performing migration and prefabrication of offshore wind power barrel type foundation
CN107313416B (en) Hydraulic component assembled type water prefabricated platform and prefabricating method
CN112779967B (en) Construction method for sea-land connecting section of sewage sea area discharge pipe
CN115258063B (en) Construction method for concrete pipe pile on tidal flat with rising and falling tide
EP2918729B1 (en) Foundation base
CN113622444A (en) Method for manufacturing caisson by utilizing deep and shallow dock and realizing water loading barge
CN212001109U (en) Structural system for flat ground prefabricated modular transportation of large immersed tube tunnel pipe section
KR101140399B1 (en) Expansion floating dock for ship building and thereof using method
RU2699462C1 (en) Method of making water displacement concrete articles
DK2860314T3 (en) Gravity fundering
CN203318653U (en) Marching type floating platform for blowing sand