Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP7786982B2 - Sway suppression structure for freestanding storage tank - Google Patents
[go: Go Back, main page]

JP7786982B2 - Sway suppression structure for freestanding storage tank - Google Patents

Sway suppression structure for freestanding storage tank

Info

Publication number
JP7786982B2
JP7786982B2 JP2022034283A JP2022034283A JP7786982B2 JP 7786982 B2 JP7786982 B2 JP 7786982B2 JP 2022034283 A JP2022034283 A JP 2022034283A JP 2022034283 A JP2022034283 A JP 2022034283A JP 7786982 B2 JP7786982 B2 JP 7786982B2
Authority
JP
Japan
Prior art keywords
plate
suppression structure
storage tank
buffer
fabric portion
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
Application number
JP2022034283A
Other languages
Japanese (ja)
Other versions
JP2023129924A (en
Inventor
浩二 高嶌
裕己 楠本
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.)
Japan Marine United Corp
Original Assignee
Japan Marine United 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 Japan Marine United Corp filed Critical Japan Marine United Corp
Priority to JP2022034283A priority Critical patent/JP7786982B2/en
Priority to KR1020247026113A priority patent/KR20240131426A/en
Priority to PCT/JP2023/004028 priority patent/WO2023171206A1/en
Priority to CN202380021348.6A priority patent/CN118715159A/en
Publication of JP2023129924A publication Critical patent/JP2023129924A/en
Application granted granted Critical
Publication of JP7786982B2 publication Critical patent/JP7786982B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B25/00Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
    • B63B25/02Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods
    • B63B25/08Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods fluid
    • B63B25/12Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods fluid closed
    • B63B25/16Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods fluid closed heat-insulated
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C13/00Details of vessels or of the filling or discharging of vessels
    • F17C13/08Mounting arrangements for vessels
    • F17C13/082Mounting arrangements for vessels for large sea-borne storage vessels
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B25/00Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
    • B63B25/02Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods
    • B63B25/08Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods fluid
    • B63B2025/087Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods fluid comprising self-contained tanks installed in the ship structure as separate units
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2205/00Vessel construction, in particular mounting arrangements, attachments or identifications means
    • F17C2205/01Mounting arrangements
    • F17C2205/0153Details of mounting arrangements
    • F17C2205/018Supporting feet
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2221/00Handled fluid, in particular type of fluid
    • F17C2221/03Mixtures
    • F17C2221/032Hydrocarbons
    • F17C2221/033Methane, e.g. natural gas, CNG, LNG, GNL, GNC, PLNG
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00Applications
    • F17C2270/01Applications for fluid transport or storage
    • F17C2270/0102Applications for fluid transport or storage on or in the water
    • F17C2270/0105Ships

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Ocean & Marine Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Vibration Dampers (AREA)
  • Cooling, Air Intake And Gas Exhaust, And Fuel Tank Arrangements In Propulsion Units (AREA)

Description

本開示は、船舶に設置される自立型貯留タンクの揺動抑制構造に関する。 This disclosure relates to a rocking suppression structure for a freestanding storage tank installed on a ship.

LPG(液化石油ガス)、アンモニアや液化二酸化炭素等の液化ガスを輸送する船舶、および液化ガスを燃料とする船舶は、船倉に設置された貯留タンクに液化ガスを貯留している。従来の貯留タンクの一つである自立型タンクは船倉の内面から離れた状態で設置され、船倉内で自立している。 Ships that transport liquefied gases such as LPG (liquefied petroleum gas), ammonia, and liquefied carbon dioxide, as well as ships that use liquefied gases as fuel, store the liquefied gases in storage tanks installed in the hold. One type of conventional storage tank, the freestanding tank, is installed away from the inner surface of the hold and stands on its own within the hold.

上述した何れのタンクも船体と共に揺動する。タンクの過剰な揺動はスロッシング等の現象を助長させる。特許文献1は、自立型タンクの揺動を抑制するための構成として、チョックとストッパを開示している。チョックはタンクの頂部に設けられ、ストッパは揺動方向における当該チョックの両側に設けられる。タンクが揺動したときは、チョックがストッパに接触し、タンクの過剰な揺動が抑えられる。 All of the tanks mentioned above sway together with the ship's hull. Excessive tank swaying can exacerbate phenomena such as sloshing. Patent Document 1 discloses a chock and stopper as a structure for suppressing the swaying of a freestanding tank. The chock is installed at the top of the tank, and stoppers are installed on both sides of the chock in the direction of swaying. When the tank sways, the chock comes into contact with the stopper, suppressing excessive swaying of the tank.

特開2019-151191号公報Japanese Patent Application Laid-Open No. 2019-151191

自立型タンクは、船倉等の収容室に設置される。また、収容室内における自立型タンクの過剰な揺動を抑えるために上述のチョックとストッパが使用される。タンクは、チョックがタンクの頂部に予め設置された状態で、収容室に設置される。一方、ストッパは収容室の屋根(例えば船舶の甲板)に設置される。ストッパは、揺動したチョックに接触する板状部材を備えており、この板状部材はタンクの設置後に取り付けられる。 The self-supporting tank is installed in a storage compartment such as a ship's hold. The chocks and stoppers described above are used to prevent the tank from swinging excessively within the storage compartment. The tank is installed in the storage compartment with the chocks already installed on top of the tank. The stoppers are installed on the roof of the storage compartment (e.g., the deck of a ship). The stoppers have a plate-shaped member that comes into contact with the swinging chocks, and this plate-shaped member is attached after the tank is installed.

タンクの寸法が数十m程度であるのに対して、チョックとストッパの間隔は一般的に数mm程度に設定される。また、収容室の内部空間を最大限に活用するため、タンクと収容室の屋根の間の間隔も数十cm程度に設定される。上述の通り、ストッパの板状部材の取付作業はタンクの設置後に行われるため、十分な作業スペースが確保できず、作業が難航しやすい。即ち、取付作業の長期化による負担も大きくなりやすい。 While the dimensions of a tank are on the order of several tens of meters, the distance between the chock and the stopper is generally set to several millimeters. Furthermore, to maximize the use of the interior space of the containment chamber, the distance between the tank and the roof of the containment chamber is also set to several tens of centimeters. As mentioned above, the installation of the stopper's plate-shaped components is carried out after the tank has been installed, so it is difficult to ensure sufficient work space, making the work difficult. In other words, the burden of the installation work can become significant as it takes longer.

本開示は上述の事情を鑑みて成されたものであり、水上構造物に対して設置作業の負担を軽減できる自立型貯留タンクの揺動抑制構造の提供を目的とする。 This disclosure was made in consideration of the above-mentioned circumstances, and aims to provide a sway suppression structure for a freestanding storage tank that can reduce the burden of installation work on floating structures.

本開示の第1の態様は、水上構造物に設置される自立型貯留タンクの揺動抑制構造であって、前記貯留タンクの頂部に設けられた凸部の両側に位置する一対の衝突緩衝部を備える。各前記衝突緩衝部は、前記凸部に設置される緩衝部材と、前記緩衝部材に面する板状部材、及び、前記板状部材の取付面を有する支持部材を含むストッパとを含み、前記板状部材は、前記一対の衝突緩衝部の配列方向と水平に直交する方向における両側の部分のみが、締結部材によって前記取付面に取り付けられている。 A first aspect of the present disclosure is a rocking suppression structure for a free-standing storage tank installed on an offshore structure, comprising a pair of collision buffers located on either side of a protrusion provided on the top of the storage tank. Each collision buffer includes a buffer member installed on the protrusion, a plate-shaped member facing the buffer member, and a stopper including a support member having a mounting surface for the plate-shaped member, and only both sides of the plate-shaped member in a direction horizontally perpendicular to the arrangement direction of the pair of collision buffers are attached to the mounting surface by fastening members.

各前記衝突緩衝部は、前記板状部材に対向する前記緩衝部材の表面又は前記緩衝部材に対向する前記板状部材の表面に貼り付けられ、摩擦低減物質を含む糸によって構成された布部を含んでもよい。前記布部は、JIS K7218に準じて測定した0.3以下の静摩擦係数を有してもよい。前記摩擦低減物質はフッ素樹脂を含んでもよい。前記布部は、当該布部の厚さ方向に並ぶと共に互いに充填率の異なる2層構造を有してもよい。前記ストッパは、鉛直方向における前記板状部材の下方に位置する張出部を含んでもよい。前記張出部は、前記板状部材の下縁に面する表面を有してもよい。 Each of the collision buffers may include a fabric portion attached to the surface of the buffer member facing the plate-like member or to the surface of the plate-like member facing the buffer member, and made of thread containing a friction-reducing material. The fabric portion may have a static friction coefficient of 0.3 or less measured in accordance with JIS K7218. The friction-reducing material may include a fluororesin. The fabric portion may have a two-layer structure aligned in the thickness direction of the fabric portion and having different filling rates. The stopper may include a protruding portion located below the plate-like member in the vertical direction. The protruding portion may have a surface facing the lower edge of the plate-like member.

本開示の第2の態様は、第1の態様に係る揺動抑制構造を備える船舶である。 A second aspect of the present disclosure is a vessel equipped with the rocking suppression structure according to the first aspect.

本開示によれば、水上構造物に対して設置作業の負担を軽減できる自立型貯留タンクの揺動抑制構造を提供することができる。 This disclosure provides a sway suppression structure for a freestanding storage tank that can reduce the burden of installation work on floating structures.

本開示の実施形態に係る揺動抑制構造を適用した船舶の側面図である。1 is a side view of a vessel to which a rocking suppression structure according to an embodiment of the present disclosure is applied. 図1中のII-II線に沿った断面図である。FIG. 2 is a cross-sectional view taken along line II-II in FIG. 本開示の実施形態に係る揺動抑制構造の正面図である。FIG. 1 is a front view of a rocking suppression structure according to an embodiment of the present disclosure. 図3の部分拡大図である。FIG. 4 is a partial enlarged view of FIG. 3 . 本開示の実施形態に係る緩衝部材とその保持部の正面図である。FIG. 2 is a front view of a buffer member and its holder according to an embodiment of the present disclosure. 本開示の実施形態に係るストッパの正面図である。FIG. 1 is a front view of a stopper according to an embodiment of the present disclosure.

本開示の実施形態に係る揺動抑制構造について図面を参照して説明する。なお、各図において共通する部分には同一の符号を付し、重複した説明を省略する。本実施形態に係る揺動抑制構造は、自立型貯留タンクが設置される水上構造物に適用される。水上構造物は、例えば、LNG船(LNGタンカー)、LPG船(LPGタンカー)、石油タンカー及びケミカルタンカーなどの輸送船、コンクリートの着底式貯蔵・ガス化設備などのGBS(Gravity Based Structure)、液化天然ガス生産装置、液化石油ガス生産装置、石油掘削装置、石油貯蔵施設及びメガフロートなどの水上浮体である。但し、水上構造物は、上記の船舶及び施設に限らず、他の浮体式構造物又は着床式構造物などでもよい。 A sway suppression structure according to an embodiment of the present disclosure will be described with reference to the drawings. Note that common parts in each drawing are given the same reference numerals, and redundant explanations will be omitted. The sway suppression structure according to this embodiment is applied to an offshore structure on which a self-supporting storage tank is installed. Examples of offshore structures include transport ships such as LNG ships (LNG tankers), LPG ships (LPG tankers), oil tankers, and chemical tankers, gravity-based structures (GBSs) such as concrete bottom-mounted storage and gasification facilities, and floating bodies such as liquefied natural gas production units, liquefied petroleum gas production units, oil drilling rigs, oil storage facilities, and megafloats. However, offshore structures are not limited to the above ships and facilities, and may also be other floating structures or bottom-mounted structures.

以下、説明の便宜上、本実施形態について、船舶1を水上構造物の例として挙げて説明する。また、互いに直交するX方向、Y方向及びZ方向を定義する。X方向は船舶1の長さ方向、換言すれば船舶1の進行方向である。Y方向は船舶1の幅方向、Z方向は船舶1の高さ方向である。X方向及びY方向は水平面内に位置する。従って、Z方向は鉛直方向である。 For ease of explanation, this embodiment will be described below using a ship 1 as an example of an above-water structure. Furthermore, the X, Y, and Z directions, which are perpendicular to each other, are defined. The X direction is the length direction of the ship 1, in other words, the direction of travel of the ship 1. The Y direction is the width direction of the ship 1, and the Z direction is the height direction of the ship 1. The X and Y directions lie within a horizontal plane. Therefore, the Z direction is the vertical direction.

図1は、本実施形態に係る揺動抑制構造10を適用した船舶1の側面図である。図2は、図1中のII-II線に沿った断面図である。船舶1は、船体2と、船体2に搭載された貯留タンク3とを備える。貯留タンク3は、自立型貯留タンクである。貯留タンク3は船倉4内に収容され、液化ガス5を貯留する。従って、船舶1は所謂液化ガス燃料船である。 Figure 1 is a side view of a ship 1 to which a rolling suppression structure 10 according to this embodiment is applied. Figure 2 is a cross-sectional view taken along line II-II in Figure 1. The ship 1 comprises a hull 2 and a storage tank 3 mounted on the hull 2. The storage tank 3 is a self-supporting storage tank. The storage tank 3 is housed in a hold 4 and stores liquefied gas 5. Therefore, the ship 1 is a so-called liquefied gas fueled ship.

貯留タンク3は、例えば、金属製の板部材の溶接によって形成されている。板部材の材質はタンクとしての十分な機械的強度と、低温時の十分な靭性が得られるものが選ばれ、例えばアルミニウム合金、ステンレス、9%ニッケル鋼、低温用鋼、高マンガン鋼などが挙げられる。貯留タンク3は、船倉4の内面に対して、1mから数m程度の間隔を置いて船倉4内に収容されている。貯留タンク3の頂部3a(図2参照)には、液化ガス5の注入口(図示せず)が設けられている。 The storage tank 3 is formed, for example, by welding metal plate members. The material of the plate members is selected to provide sufficient mechanical strength for the tank and sufficient toughness at low temperatures, such as aluminum alloy, stainless steel, 9% nickel steel, low-temperature steel, and high-manganese steel. The storage tank 3 is housed in the hold 4, spaced from the inner surface of the hold 4 by a distance of approximately 1 to several meters. An inlet (not shown) for the liquefied gas 5 is provided at the top 3a of the storage tank 3 (see Figure 2).

図2に示すように、貯留タンク3は船体2と連結せず、複数の脚部6上に載置され、船倉4内で自立している。脚部6は、集成材等によって形成された略直方体の木製部材であり、X方向及びY方向に所定の間隔を置いて配置されている。各脚部6は、対応する台座部7に載置される。台座部7は、船倉4の底面に溶接等によって固定されている。従って、貯留タンク3は水平方向に沿って摺動可能に載置され、これにより貯留タンク3の熱伸縮が許容される。 As shown in Figure 2, the storage tank 3 is not connected to the hull 2, but is placed on multiple legs 6 and stands free-standing in the hold 4. The legs 6 are approximately rectangular wooden members made of laminated timber or the like, and are arranged at predetermined intervals in the X and Y directions. Each leg 6 is placed on a corresponding base 7. The base 7 is fixed to the bottom of the hold 4 by welding or the like. Therefore, the storage tank 3 is placed slidably in the horizontal direction, which allows the storage tank 3 to expand and contract due to heat.

図3は、本実施形態に係る揺動抑制構造10の正面図である。図4は、図3の部分拡大図である。図5は緩衝部材13とその保持部15の正面図であり、図6はストッパ14の正面図である。 Figure 3 is a front view of the rocking suppression structure 10 according to this embodiment. Figure 4 is a partially enlarged view of Figure 3. Figure 5 is a front view of the buffer member 13 and its retaining portion 15, and Figure 6 is a front view of the stopper 14.

本実施形態に係る揺動抑制構造10は、X方向に沿った貯留タンク3の過剰な揺動を抑制するものである。図3に示すように、揺動抑制構造10は、一対の衝突緩衝部11、11を備える。一対の衝突緩衝部11、11は、貯留タンク3の頂部3aに設けられたチョックとしての凸部12の両側に位置し、この凸部12を挟んでX方向に並んでいる。各衝突緩衝部11は、凸部12に設置される緩衝部材13と、貯留タンク3を上方から覆う構造物8(例えば甲板)(図2参照)に取り付けられたストッパ14とを含む。 The sway suppression structure 10 according to this embodiment suppresses excessive swaying of the storage tank 3 in the X direction. As shown in FIG. 3, the sway suppression structure 10 includes a pair of collision buffers 11, 11. The pair of collision buffers 11, 11 are located on either side of a protrusion 12 acting as a chock provided on the top 3a of the storage tank 3, and are aligned in the X direction with this protrusion 12 sandwiched between them. Each collision buffer 11 includes a buffer member 13 installed on the protrusion 12 and a stopper 14 attached to a structure 8 (e.g., a deck) (see FIG. 2) that covers the storage tank 3 from above.

緩衝部材13は、樹脂含浸合板等の集成材によって形成された略直方体の木製部材である。図4及び図5に示すように、緩衝部材13は保持部15を介して凸部12に取り付けられる。緩衝部材13は、ストッパ14の板状部材20に対向する表面13aを有する。この表面13aは、X方向に沿った長辺と、Z方向に沿った短辺とをもつ略矩形の形状を有する。X方向における緩衝部材13の両側面13b、13bには、ボルト30の挿入孔17が形成されている。 The buffer member 13 is a roughly rectangular wooden member made of laminated wood such as resin-impregnated plywood. As shown in Figures 4 and 5, the buffer member 13 is attached to the protrusion 12 via a retaining portion 15. The buffer member 13 has a surface 13a that faces the plate-shaped member 20 of the stopper 14. This surface 13a has a roughly rectangular shape with a long side along the X direction and a short side along the Z direction. Insertion holes 17 for bolts 30 are formed on both side surfaces 13b, 13b of the buffer member 13 in the X direction.

保持部15はステンレス等の金属によって形成され、緩衝部材13の一部を収容可能な凹部16を有する。保持部15は凸部12に取り付けられ、緩衝部材13の表面13aがストッパ14の板状部材20に対向するように、緩衝部材13を保持する。X方向における保持部15の両側面15a、15aには、ボルト30のネジ孔18が形成されている。緩衝部材13の一部が凹部16に挿入されたとき、Y方向から見たネジ孔18とこれに対応する挿入孔17が一致する。 The retaining portion 15 is made of a metal such as stainless steel and has a recess 16 capable of accommodating part of the buffer member 13. The retaining portion 15 is attached to the protrusion 12 and holds the buffer member 13 so that the surface 13a of the buffer member 13 faces the plate-shaped member 20 of the stopper 14. Threaded holes 18 for bolts 30 are formed on both side surfaces 15a, 15a of the retaining portion 15 in the X direction. When part of the buffer member 13 is inserted into the recess 16, the threaded holes 18 and the corresponding insertion holes 17 are aligned when viewed from the Y direction.

緩衝部材13を保持部15に取り付ける場合、Y方向から見てネジ孔18と挿入孔17が一致するまで緩衝部材13を凹部16に挿入する。この状態を保ったままボルト30を、ネジ孔18の螺合を介して挿入孔17まで挿入することにより、緩衝部材13が保持部15に保持される。 When attaching the buffer member 13 to the holding portion 15, insert the buffer member 13 into the recess 16 until the screw hole 18 and the insertion hole 17 are aligned when viewed from the Y direction. While maintaining this position, insert the bolt 30 into the insertion hole 17 via the screw hole 18, thereby holding the buffer member 13 in place in the holding portion 15.

図3及び図4に示すように、ストッパ14は、緩衝部材13に面する板状部材20と、板状部材20の取付面23aを有する支持部材23とを含む。板状部材20は、X方向及びZ方向に延伸する矩形の形状を有する。この矩形の寸法は緩衝部材13の表面の寸法よりも十分に大きい。具体的には、貯留タンク3が揺動しても、Y方向からみた緩衝部材13が板状部材20の領域内に位置する値に設定される。 As shown in Figures 3 and 4, the stopper 14 includes a plate-shaped member 20 facing the buffer member 13 and a support member 23 having a mounting surface 23a for the plate-shaped member 20. The plate-shaped member 20 has a rectangular shape extending in the X and Z directions. The dimensions of this rectangle are sufficiently larger than the dimensions of the surface of the buffer member 13. Specifically, the dimensions are set so that the buffer member 13, as viewed from the Y direction, is positioned within the area of the plate-shaped member 20 even when the storage tank 3 oscillates.

板状部材20は、互いに重なり合う第1板部21及び第2板部22を含む。第2板部22は、第1板部21よりも緩衝部材13から離れており、支持部材23の取付面23aに接触する。第1板部21は、耐腐食性をもち且つ緩衝部材13の衝撃に耐え得るようステンレス等の金属によって形成されている。 The plate-shaped member 20 includes a first plate portion 21 and a second plate portion 22 that overlap each other. The second plate portion 22 is farther from the buffer member 13 than the first plate portion 21 and contacts the mounting surface 23a of the support member 23. The first plate portion 21 is made of a metal such as stainless steel to be corrosion-resistant and able to withstand the impact of the buffer member 13.

第2板部22は、板状部材20を支持部材23に取り付ける際の板状部材20の厚さを切削等で調整でき、且つ亀裂等の損傷が少ない合板等の集成材によって形成されている。また、第2板部22を木製とすることにより、緩衝部材13による衝撃音を抑えることができる。第2板部22は、例えば上板22aと下板22bとに二分割されている。 The second plate portion 22 is formed from laminated wood such as plywood, which allows the thickness of the plate member 20 to be adjusted by cutting or other means when attaching the plate member 20 to the support member 23, and is less susceptible to damage such as cracks. Furthermore, by making the second plate portion 22 out of wood, impact noise caused by the buffer member 13 can be reduced. The second plate portion 22 is divided into, for example, an upper plate 22a and a lower plate 22b.

板状部材20は、一対の衝突緩衝部11、11の配列方向と水平に直交する方向、即ちX方向における両側の部分20s、20s(図6参照)のみが、締結部材としてのボルト30によって取付面23aに取り付けられている。従って、この部分20sには、ボルト30を挿通させるための複数の貫通孔24が形成される。貫通孔24は間隔を置きながらZ方向に並んでいる。 Only the portions 20s, 20s (see Figure 6) on both sides of the plate-shaped member 20 in the direction horizontally perpendicular to the arrangement direction of the pair of collision buffers 11, 11, i.e., in the X direction, are attached to the mounting surface 23a by bolts 30 as fastening members. Therefore, a plurality of through holes 24 for inserting the bolts 30 are formed in these portions 20s. The through holes 24 are aligned at intervals in the Z direction.

支持部材23は、甲板等の構造物8に溶接等で固定されるブラケットである。支持部材23は、板状部材20の取付面23aを有する。取付面23aは、緩衝部材13に面し、緩衝部材13の保持部15と略平行である。取付面23aには、複数の貫通孔25(図4参照)が形成されている。貫通孔25は、板状部材20の貫通孔24に対応する位置に形成される。取付面23aの裏側には、取付面23aを補強する複数のリブ26(図6参照)が設けられている。 The support member 23 is a bracket that is fixed to a structure 8, such as a deck, by welding or the like. The support member 23 has a mounting surface 23a for the plate-shaped member 20. The mounting surface 23a faces the buffer member 13 and is approximately parallel to the retaining portion 15 of the buffer member 13. A plurality of through holes 25 (see Figure 4) are formed in the mounting surface 23a. The through holes 25 are formed at positions corresponding to the through holes 24 in the plate-shaped member 20. A plurality of ribs 26 (see Figure 6) that reinforce the mounting surface 23a are provided on the back side of the mounting surface 23a.

板状部材20を取付面23aに取り付ける際には、実測により、第2板部22の厚さは板状部材20と緩衝部材13の間の間隙が所定の値(例えば5mm)となるように切削等で調整する。次に、第1板部21をボルト30によって支持部材23に仮止めする。この仮止めは、第1板部21の落下を防止すると共に、第1板部21と取付面23aの間に第2板部22が挿入可能な間隔を設定する。 When attaching the plate-shaped member 20 to the mounting surface 23a, the thickness of the second plate portion 22 is measured and adjusted by cutting or other means so that the gap between the plate-shaped member 20 and the buffer member 13 is a predetermined value (e.g., 5 mm). Next, the first plate portion 21 is temporarily fastened to the support member 23 with bolts 30. This temporary fastening prevents the first plate portion 21 from falling and sets a gap between the first plate portion 21 and the mounting surface 23a that allows the second plate portion 22 to be inserted.

次に、第2板部22の下板22bをX方向に沿って、第1板部21と取付面23aの間に挿入する。このとき、下板22bの挿入と干渉するボルト30は一旦外しておき、下板22bの挿入後に再び取り付ける。 Next, the lower plate 22b of the second plate portion 22 is inserted in the X direction between the first plate portion 21 and the mounting surface 23a. At this time, the bolts 30 that interfere with the insertion of the lower plate 22b are temporarily removed and then reinstalled after the lower plate 22b has been inserted.

次に、第2板部22の上板22aをX方向に沿って、第1板部21と取付面23aの間に挿入する。このとき、上板22aと干渉するボルト30は一旦外しておき、上板22aの挿入後に再び取り付ける。これにより、全ての板がボルト30によって取付面23aに仮止めされる。その後、各ボルト30の本締めを行い、板状部材20の取付作業を終了する。 Next, the upper plate 22a of the second plate portion 22 is inserted between the first plate portion 21 and the mounting surface 23a along the X direction. At this time, any bolts 30 that interfere with the upper plate 22a are temporarily removed and then reinstalled after the upper plate 22a has been inserted. This temporarily fastens all plates to the mounting surface 23a with the bolts 30. After that, each bolt 30 is fully tightened, completing the installation of the plate-shaped member 20.

以上の通り、本実施形態によれば、板状部材20の取付作業における締結部材の締結作業は、X方向における板状部材20の両側だけで行われる。例えば、板状部材20の上縁と下縁のそれぞれ沿って設けられ、これらを支持する(保持する)従来のリテーナを取り付ける作業が省略される。リテーナを支持部材に取り付ける場合は、取付面23aの裏側にあるリブ26を避けながら工具を挿入しなければならず、また、適切なトルクが得られるまでの締結に時間が掛かっていた。これに対して、本実施形態ではボルトの締結の際に十分な作業空間を確保することができ、しかも、ボルトの本数が削減できるため、板状部材の取付作業を短縮化することできる。即ち、当該取付作業の負担を軽減できる。 As described above, according to this embodiment, the fastening members in the installation of the plate-shaped member 20 are fastened only on both sides of the plate-shaped member 20 in the X direction. For example, the work of installing conventional retainers that are provided along the upper and lower edges of the plate-shaped member 20 to support (hold) them is eliminated. When installing a retainer on a support member, a tool must be inserted while avoiding the rib 26 on the back side of the installation surface 23a, and it takes time to install the retainer until the appropriate torque is achieved. In contrast, this embodiment ensures sufficient working space when tightening bolts, and the number of bolts can be reduced, thereby shortening the installation work of the plate-shaped member. In other words, the burden of the installation work can be reduced.

次に本実施形態の変形例について説明する。
図4及び図6に示すように、ストッパ14は、Z方向(鉛直方向)における板状部材20の下方に位置する張出部27を含んでもよい。張出部27は、溶接等によって支持部材23に固定される。張出部27は、板状部材20の下縁に面する表面27aを有する。表面27aには、仮止め時の板状部材20が載置される。これにより、板状部材20の設置作業の負担を軽減することができる。なお、張出部27は、X方向に間隔を置いた複数のセグメント(小片)に分割されていてもよく(図6参照)、単一部材としてX方向に延伸していてもよい。
Next, a modification of this embodiment will be described.
As shown in Figures 4 and 6, the stopper 14 may include an overhang 27 located below the plate-shaped member 20 in the Z direction (vertical direction). The overhang 27 is fixed to the support member 23 by welding or the like. The overhang 27 has a surface 27a facing the lower edge of the plate-shaped member 20. The plate-shaped member 20 is placed on the surface 27a when temporarily fastened. This reduces the burden of the installation work of the plate-shaped member 20. Note that the overhang 27 may be divided into multiple segments (small pieces) spaced apart in the X direction (see Figure 6), or may extend in the X direction as a single member.

各衝突緩衝部11は、摩擦低減物質を含む糸によって構成された布部28を含んでもよい。この場合、布部28は、例えば接着剤29を用いて、板状部材20に対向する緩衝部材13の表面13a又は緩衝部材13に対向する板状部材20の表面20aに貼り付けられる。図4は、布部28が板状部材20の表面20aに貼り付けられた例を示している。なお、接着剤29は貼付作業の際に布部28に塗布されてよく、接着層として予め布部28の裏面28bに形成されていてもよい。 Each collision buffer 11 may include a fabric portion 28 made of thread containing a friction-reducing substance. In this case, the fabric portion 28 is attached, for example, using an adhesive 29 to the surface 13a of the buffer member 13 facing the plate-shaped member 20 or the surface 20a of the plate-shaped member 20 facing the buffer member 13. Figure 4 shows an example in which the fabric portion 28 is attached to the surface 20a of the plate-shaped member 20. The adhesive 29 may be applied to the fabric portion 28 during the attachment process, or may be formed in advance as an adhesive layer on the back surface 28b of the fabric portion 28.

貯留タンク3の揺動によって緩衝部材13が板状部材20に衝突したとき、両者間の摩擦力によって、ボルト30の内部にせん断応力と曲げ応力が発生する。ボルト30はこれらの応力に耐える必要があるため、上述の摩擦力が大きいほど、ボルト30が大型化し、本数も増加しやすい。 When the buffer member 13 collides with the plate-like member 20 due to the vibration of the storage tank 3, the frictional force between the two generates shear stress and bending stress inside the bolt 30. Because the bolt 30 must withstand these stresses, the greater the frictional force, the larger the bolt 30 and the greater the number of bolts 30.

そこで、本変形例では、摩擦低減物質を含む糸によって構成された布部28を採用する。本実施形態に係る布部28は0.3以下の静摩擦係数を有する。この静摩擦係数は、JIS K7218の規定に準じて測定した値である。摩擦低減物質は例えばフッ素樹脂を含む。フッ素樹脂を含む糸の一例はトヨフロン(登録商標)である。但し、摩擦低減物質はフッ素樹脂に限られず、所望の引張強度を有する糸として形成できる限り、摩擦低減効果のある他の物質でもよい。また、布部28は織地、編地、又はこれらの積層布でもよい。 This modified example therefore employs a fabric portion 28 made of yarn containing a friction-reducing substance. The fabric portion 28 according to this embodiment has a static friction coefficient of 0.3 or less. This static friction coefficient is a value measured in accordance with the provisions of JIS K7218. The friction-reducing substance includes, for example, fluororesin. One example of a yarn containing fluororesin is Toyoflon (registered trademark). However, the friction-reducing substance is not limited to fluororesin, and other substances with friction-reducing effects may be used as long as they can be formed into yarn with the desired tensile strength. Furthermore, the fabric portion 28 may be a woven fabric, a knitted fabric, or a laminate of these.

布部28を構成する糸は、その糸の織り又は編みによる交差又はループ等によって布全体の形状を保ちつつ、緩衝部材13の接近方向や速度に応じて柔軟に移動する。このような糸の移動によって緩衝部材13による衝撃のエネルギーを効果的に分散させることできる。例えば、布部28と同素材のシート材(即ち繊維質を持たない固形の平板)と比べて高い耐久性が得られる。 The threads that make up the fabric portion 28 move flexibly in accordance with the approaching direction and speed of the buffer member 13 while maintaining the overall shape of the fabric through crossings or loops caused by weaving or knitting the threads. This movement of the threads effectively disperses the energy of the impact from the buffer member 13. For example, this provides greater durability than a sheet material made of the same material as the fabric portion 28 (i.e., a solid, flat plate with no fibers).

また、布部28が緩衝部材13と板状部材20の間に介在することによって、衝突時の摩擦力を低減させることができる。従って、ボルト30の大型化と本数の増加を避けるだけに留まらず、ボルト30の小型化又は本数の削減を図ることもできる。後者は、取付作業の負担の軽減に寄与することになる。 Furthermore, by having the fabric portion 28 interposed between the buffer member 13 and the plate-like member 20, it is possible to reduce the frictional force during a collision. This not only avoids increasing the size and number of bolts 30, but also makes it possible to reduce the size and number of bolts 30. The latter contributes to reducing the burden of installation work.

なお、上述した糸の移動への干渉を抑えるため、布部28の貼付作業の際、接着剤29は、緩衝部材13又は板状部材20に貼り付く布部28の面(即ち裏面28b)のみに塗布されてもよい。この場合、板状部材20と緩衝部材13の間の空間に面する布部28の面(即ち表面28a)への接着剤29の浸潤が抑制され、表面28a側の糸は接着剤29から露出することになる。よって、表面28aにおける布部28の摩擦低減性能の低下を避けることができる。また、表面28aにおける糸の移動も維持できるので、上述のエネルギー分散性能の低下も抑制できる。 In order to minimize interference with the movement of the threads described above, when attaching the fabric portion 28, the adhesive 29 may be applied only to the surface of the fabric portion 28 that is attached to the cushioning member 13 or the plate-like member 20 (i.e., the back surface 28b). In this case, the adhesive 29 is prevented from seeping into the surface of the fabric portion 28 that faces the space between the plate-like member 20 and the cushioning member 13 (i.e., the front surface 28a), and the threads on the front surface 28a are exposed from the adhesive 29. This prevents a decrease in the friction reduction performance of the fabric portion 28 on the front surface 28a. Furthermore, because the movement of the threads on the front surface 28a can be maintained, a decrease in the energy dispersion performance described above can also be suppressed.

また、布部28は単層構造を有してもよく、布部28の厚さ方向に並ぶと共に互いに充填率(糸の充填率)の異なる複数構造(例えば2層構造)を有してもよい。なお、1つの層は1又は複数の糸パターンの二次元又は三次元の配列によって形成される。また、充填率は組織の粗さを示す指標であり、単位面積当たりの糸の占有率である。例えば図4に示すように、布部28は、表面28aを形成する第1繊維層28cと、裏面28bを形成する第2繊維層28dとを有してもよい。第2繊維層28dは第1繊維層28cよりも糸の充填率が高く(即ち目が詰まっており)、通気性(通水性)が低く、引張強度が大きい。そのため、布部28の耐久性を向上させることができる。また、裏面28bから表面28aへの接着剤29の浸潤を抑制することもできる。 The fabric portion 28 may have a single-layer structure, or a multi-layer structure (e.g., a two-layer structure) in which layers are arranged in the thickness direction of the fabric portion 28 and have different filling rates (thread filling rates). Each layer is formed by a two-dimensional or three-dimensional arrangement of one or more thread patterns. The filling rate is an index of the coarseness of the fabric, and is the percentage of threads per unit area. For example, as shown in FIG. 4, the fabric portion 28 may have a first fiber layer 28c forming the front surface 28a and a second fiber layer 28d forming the back surface 28b. The second fiber layer 28d has a higher thread filling rate (i.e., a tighter weave), lower air permeability (water permeability), and higher tensile strength than the first fiber layer 28c. This improves the durability of the fabric portion 28. It also prevents the adhesive 29 from seeping from the back surface 28b to the front surface 28a.

なお、本開示は上述の実施形態に限定されず、特許請求の範囲の記載によって示され、さらに特許請求の範囲の記載と均等の意味および範囲内でのすべての変更を含む。
例えば、上述の実施形態では、貯留タンク3が燃料タンクである場合を説明したが、貯留タンク3はLNG(液化天然ガス)を運搬するカーゴタンクでもよい。つまり、船舶1は、LNGを運搬する一つ又は複数の貯留タンク3を備えるLNG船であってもよく、かかるLNG船に揺動抑制構造10を適用してもよい。この場合も、揺動抑制構造10によれば、カーゴタンクとしての貯留タンク3の過剰な揺動を抑制するとともに、設置作業の負担を軽減できる。
The present disclosure is not limited to the above-described embodiments, but is defined by the claims, and includes all modifications within the meaning and scope equivalent to the claims.
For example, in the above embodiment, the storage tank 3 is a fuel tank, but the storage tank 3 may also be a cargo tank that transports LNG (liquefied natural gas). In other words, the ship 1 may be an LNG ship equipped with one or more storage tanks 3 that transport LNG, and the rocking suppression structure 10 may be applied to such an LNG ship. In this case as well, the rocking suppression structure 10 can suppress excessive rocking of the storage tank 3 as a cargo tank and reduce the burden of installation work.

1…船舶、2…船体、3…貯留タンク、3a…頂部、4…船倉、5…液化ガス、6…脚部、7…台座部、8…構造物、10…揺動抑制構造、11…衝突緩衝部、12…凸部、13…緩衝部材、13a…表面、13b…両側面、14…ストッパ、15…保持部、15a…両側面、16…凹部、17…挿入孔、18…ネジ孔、20…板状部材、20a…表面、20s…部分、21…第1板部、22…第2板部、22a…上板、22b…下板、23…支持部材、23a…取付面、24…貫通孔、25…貫通孔、26…リブ、27…張出部、27a…表面、28…布部、30…ボルト 1...ship, 2...hull, 3...storage tank, 3a...top, 4...hold, 5...liquefied gas, 6...leg, 7...base, 8...structure, 10...swing suppression structure, 11...collision buffer, 12...convex portion, 13...buffer member, 13a...surface, 13b...both side surfaces, 14...stopper, 15...retaining portion, 15a...both side surfaces, 16...recess, 17...insertion hole, 18...screw hole, 20...plate-shaped member, 20a...surface, 20s...portion, 21...first plate portion, 22...second plate portion, 22a...upper plate, 22b...lower plate, 23...support member, 23a...mounting surface, 24...through hole, 25...through hole, 26...rib, 27...projection portion, 27a...surface, 28...fabric portion, 30...bolt

Claims (7)

水上構造物に設置される自立型貯留タンクの揺動抑制構造であって、
前記貯留タンクの頂部に設けられた凸部の両側に位置する一対の衝突緩衝部
を備え、
各前記衝突緩衝部は、
前記凸部に設置される緩衝部材と、
前記緩衝部材に面する板状部材、及び、前記板状部材の取付面を有する支持部材を含むストッパと
を含み、
前記板状部材は、前記一対の衝突緩衝部の配列方向と水平に直交する方向における両側の部分のみが、前記板状部材の厚さ方向に当該板状部材を貫通する締結部材によって前記取付面に取り付けられ
前記板状部材は、互いに重なる第1板部及び第2板部を含み、
前記第2板部は、前記第1板部よりも前記緩衝部材から離れ、且つ、鉛直方向に分割されている
揺動抑制構造。
A rocking suppression structure for a self-supporting storage tank installed on an offshore structure,
a pair of impact buffers located on both sides of a protrusion provided on the top of the storage tank;
Each of the collision buffers is
a buffer member disposed on the protruding portion;
a stopper including a plate-like member facing the buffer member and a support member having an attachment surface for the plate-like member;
the plate-like member is attached to the mounting surface only at both sides in a direction horizontally orthogonal to the arrangement direction of the pair of collision buffers by fastening members that penetrate the plate-like member in a thickness direction of the plate-like member ,
the plate-like member includes a first plate portion and a second plate portion that overlap each other,
The second plate portion is located farther from the buffer member than the first plate portion and is divided in the vertical direction .
各前記衝突緩衝部は、前記板状部材に対向する前記緩衝部材の表面又は前記緩衝部材に対向する前記板状部材の表面に貼り付けられ、摩擦低減物質を含む糸によって構成された布部を含む
請求項1に記載の揺動抑制構造。
The sway suppression structure described in claim 1, wherein each of the collision buffer portions includes a fabric portion attached to the surface of the buffer member facing the plate-shaped member or the surface of the plate-shaped member facing the buffer member, and made of thread containing a friction-reducing substance.
前記布部は、日本産業規格JIS K7218に準じて測定した0.3以下の静摩擦係数を有する
請求項2に記載の揺動抑制構造。
3. The oscillation suppression structure according to claim 2, wherein the fabric portion has a static friction coefficient of 0.3 or less as measured in accordance with Japanese Industrial Standard JIS K7218.
前記摩擦低減物質はフッ素樹脂を含む
請求項3に記載の揺動抑制構造。
The vibration suppressing structure according to claim 3, wherein the friction reducing material includes a fluororesin.
前記布部は、当該布部の厚さ方向に並ぶと共に互いに充填率の異なる2層構造を有し、
前記2層構造は、前記板状部材と前記緩衝部材の間の空間に面する前記布部の表面を形成する第1繊維層と、前記板状部材又は前記緩衝部材に貼り付く前記布部の裏面を形成する第2繊維層とを有し、
前記第2繊維層は第1繊維層よりも前記充填率が高い、
請求項2~4のうちの何れか一項に記載の揺動抑制構造。
The fabric portion has a two-layer structure that is aligned in a thickness direction of the fabric portion and has different filling rates from each other,
the two-layer structure includes a first fiber layer that forms a surface of the fabric portion that faces the space between the plate-like member and the cushioning member, and a second fiber layer that forms a back surface of the fabric portion that is attached to the plate-like member or the cushioning member,
The second fiber layer has a higher filling rate than the first fiber layer.
The oscillation suppression structure according to any one of claims 2 to 4.
前記ストッパは、前記鉛直方向における前記板状部材の下方に位置する張出部を含み、
前記張出部は、前記板状部材の下縁に面する表面を有する
請求項1に記載の揺動抑制構造。
the stopper includes a protruding portion located below the plate-like member in the vertical direction,
The rocking suppression structure according to claim 1 , wherein the protruding portion has a surface facing the lower edge of the plate-like member.
請求項1~6のうちの何れか一項に記載の揺動抑制構造を備える船舶。 A vessel equipped with a rocking suppression structure according to any one of claims 1 to 6.
JP2022034283A 2022-03-07 2022-03-07 Sway suppression structure for freestanding storage tank Active JP7786982B2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP2022034283A JP7786982B2 (en) 2022-03-07 2022-03-07 Sway suppression structure for freestanding storage tank
KR1020247026113A KR20240131426A (en) 2022-03-07 2023-02-07 Sway suppression structure of self-supporting storage tank
PCT/JP2023/004028 WO2023171206A1 (en) 2022-03-07 2023-02-07 Rocking suppression structure for free-standing storage tank
CN202380021348.6A CN118715159A (en) 2022-03-07 2023-02-07 Swing suppression structure for self-supporting storage tanks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022034283A JP7786982B2 (en) 2022-03-07 2022-03-07 Sway suppression structure for freestanding storage tank

Publications (2)

Publication Number Publication Date
JP2023129924A JP2023129924A (en) 2023-09-20
JP7786982B2 true JP7786982B2 (en) 2025-12-16

Family

ID=87936633

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022034283A Active JP7786982B2 (en) 2022-03-07 2022-03-07 Sway suppression structure for freestanding storage tank

Country Status (4)

Country Link
JP (1) JP7786982B2 (en)
KR (1) KR20240131426A (en)
CN (1) CN118715159A (en)
WO (1) WO2023171206A1 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015012114A1 (en) 2013-07-25 2015-01-29 東レ株式会社 Wear-resistant multi-ply woven fabric
CN210739969U (en) 2019-06-11 2020-06-12 国鸿液化气机械工程(大连)有限公司 Marine cargo tank folds and pieces together multi-body storage tank

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5251697A (en) * 1975-10-20 1977-04-25 Hitachi Zosen Corp Method of building supporting legs of spherical tank in low tmperature liquified gas carrying vessel
JPH0688559B2 (en) * 1986-04-16 1994-11-09 石川島播磨重工業株式会社 Assembly method of tank top support device in liquefied gas ship
JPH06270882A (en) * 1993-03-16 1994-09-27 Mitsubishi Heavy Ind Ltd Tank supporting anchor structure for liquefied gas tanker
JPH06337099A (en) * 1993-05-28 1994-12-06 Ishikawajima Harima Heavy Ind Co Ltd Supporting structure for liquefied gas transport tank
JP7231984B2 (en) 2018-03-02 2023-03-02 川崎重工業株式会社 vessel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015012114A1 (en) 2013-07-25 2015-01-29 東レ株式会社 Wear-resistant multi-ply woven fabric
CN210739969U (en) 2019-06-11 2020-06-12 国鸿液化气机械工程(大连)有限公司 Marine cargo tank folds and pieces together multi-body storage tank

Also Published As

Publication number Publication date
CN118715159A (en) 2024-09-27
WO2023171206A1 (en) 2023-09-14
JP2023129924A (en) 2023-09-20
KR20240131426A (en) 2024-08-30

Similar Documents

Publication Publication Date Title
KR20130077568A (en) A marine structure
AU2014285934B2 (en) Sealed and thermally insulating tank for storing a fluid
KR101805667B1 (en) Liquefied natural gas storage tank
KR101185518B1 (en) A cargo tank having wall with wire cellular structure
JP7786982B2 (en) Sway suppression structure for freestanding storage tank
CN117963080A (en) C-shaped liquid tank supporting structure and ship
AU2014255598A1 (en) Tight and thermally insulating vessel
KR101559402B1 (en) Restraining equipments for independence type cargo tank and its heat loss reducing method
RU2763100C1 (en) Sealed and heat-insulating tank
KR102862976B1 (en) Insulation system for liquified gas storage tank and contruction method thereof
KR102782172B1 (en) Insulation Box Reinforcement Structure of Liquefied Gas Storage Tank
KR102883949B1 (en) Insulation structure for liquified gas storage tank and method for forming the insulation structure
KR102825886B1 (en) Insulation system for liquified gas storage tank and contruction method thereof
KR102869444B1 (en) Insulation structure for liquified gas tank and metho for forming the insulation sturucture
KR101390308B1 (en) Cargo tank and manufacturing method thereof
KR102742183B1 (en) Insulation Box Reinforcement Structure of Liquefied Gas Storage Tank
KR20140084841A (en) Shock absorber for installation of offshore structures
KR102785270B1 (en) Insulation Box Reinforcement Structure of Liquefied Gas Storage Tank
KR20100010368U (en) Scaffolding structure for the maintenance of the lower slope of the LUN storage tank
CN114074745A (en) Liquid cargo ship with vertical bearing structure of combination formula laminated wood
KR102870644B1 (en) Structure of membrane fixing part in liquefied gas insulation system
KR20080093503A (en) Watertight bulkhead of liquefied petroleum gas ship
US12546442B2 (en) Guiding structure for a tower for loading/unloading a tank intended for storing and/or transporting liquefied gas
KR102924668B1 (en) Insulation structure for liquified gas storage tank and method for forming the insulation structure
KR101739457B1 (en) Bulkhead for cargo tank

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20240925

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20250902

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20251031

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: 20251125

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20251204

R150 Certificate of patent or registration of utility model

Ref document number: 7786982

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150