WO2019208548A1 - Offshore floating structure - Google Patents

Offshore floating structure Download PDF

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Publication number
WO2019208548A1
WO2019208548A1 PCT/JP2019/017163 JP2019017163W WO2019208548A1 WO 2019208548 A1 WO2019208548 A1 WO 2019208548A1 JP 2019017163 W JP2019017163 W JP 2019017163W WO 2019208548 A1 WO2019208548 A1 WO 2019208548A1
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WO
WIPO (PCT)
Prior art keywords
stool
longitudinal
floating structure
strength member
offshore floating
Prior art date
Application number
PCT/JP2019/017163
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French (fr)
Japanese (ja)
Inventor
俊佑 岩見
研 中村
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三井E&S造船株式会社
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Publication of WO2019208548A1 publication Critical patent/WO2019208548A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/26Frames
    • B63B3/32Web frames; Web beams
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/48Decks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/48Decks
    • B63B3/52Pillars; Deck girders
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/56Bulkheads; Bulkhead reinforcements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices

Definitions

  • the present invention relates to an offshore floating structure in which production equipment is installed on an upper deck or the like.
  • Offshore floating structures such as floating production storage and loading equipment (FPSO) produce oil and gas from the bottom of the ocean through the riser pipe, and the crude oil produced can be stored in tanks and shipped to tankers.
  • FPSO floating production storage and loading equipment
  • tankers not only are tanks for crude oil stored, but production equipment is installed on the upper deck.
  • This production equipment is equipped with various equipment such as gas separation equipment, dehydration equipment, metering equipment, power generation equipment, etc., and is designed according to the characteristics of the oil well and installed after the hull is manufactured. The details are often undecided.
  • the production equipment is installed on a stool on the upper deck in a state of being fixed on the gantry, but the configuration and installation position of the stool is not only the type, arrangement, and size of the production equipment, but also the wave load.
  • the influence of the deformation of the offshore floating structure on the gantry must be taken into consideration, and as described above, it takes time to complete the design and the construction period of the FPSO is long.
  • the load transmitted to the offshore floating structure differs depending on the type and arrangement of production equipment and the type of stool, and the upper deck may have to be reinforced.
  • there is a problem that such a girder must be considered so as not to interfere with piping on the upper deck.
  • the present invention can freely set / change the arrangement of the top side in the direction of the captain without performing reinforcement work, etc. Even if the arrangement or weight of the top side is changed, the design of the hull itself The purpose is to provide an offshore floating structure that does not affect the construction.
  • the offshore floating structure of the present invention is an offshore floating structure capable of mounting production equipment on the upper deck, and has a longitudinal partition wall extending in the longitudinal direction of the offshore floating structure and connected to the lower surface of the upper deck.
  • the upper surface of the upper deck at a position where the upper side of the vertical partition wall is connected is a stool installation section on which a stool for supporting production equipment can be installed, and the vertical passage at the position where the stool installation section is provided
  • the upper side of the partition is made of a steel material having a thickness of 25 mm or more.
  • the upper side of the longitudinal partition wall is made of high tensile steel, for example.
  • the upper side of the longitudinal partition wall is made of, for example, the same material having a uniform thickness over the entire length of the area for mounting the production equipment.
  • the upper side part of the longitudinal partition wall at the position where the stool installation part is provided is made of, for example, a steel material having a thickness of 30 mm or more.
  • the plate width in the depth direction of the upper side portion of the longitudinal partition wall is, for example, 1 m to 4 m.
  • the offshore floating structure has a transverse hull strength member extending in the width direction of the offshore floating structure on the lower surface of the upper deck, and a vertical partition wall of a reinforcing portion of the horizontal hull strength member located below the stool installation portion The area around the connection is reinforced.
  • the stool is a plate-like longitudinal stool strength member arranged along the longitudinal direction of the offshore floating structure in an upright state, and the width direction of the offshore floating structure in an upright state intersecting with the longitudinal stool strength member And a plate-like lateral stool strength member disposed along the length of the longitudinal stool strength member. The length of the longitudinal stool strength member is longer than the length of the lateral stool strength member.
  • the longitudinal stool strength member and the lateral stool strength member have an isosceles trapezoidal shape.
  • a flange is formed on the side connecting the upper side and the lower side of the longitudinal stool strength member and the lateral stool strength member having an isosceles trapezoidal shape.
  • a face material is provided.
  • the vicinity of the lower side edge of the longitudinal stool strength member has a soft toe shape that relieves stress concentration with respect to the hull longitudinal bending moment.
  • the lower end portion of the face member provided on the transverse stool strength member has a repellent shape spreading in the longitudinal direction, and both ends thereof have a soft toe shape that relieves stress concentration against the hull longitudinal bending moment.
  • the height of the stool is 45% to 55% of the production deck height, and the space from the upper deck to the stool height is the piping area for the hull.
  • the lower end portion of the face material provided on the longitudinal stool strength member may be provided with a repellent shape portion exhibiting a repellent shape extending in the width direction of the offshore floating structure, and on the lower surface of the upper deck along the longitudinal partition wall.
  • a backing member connected to the repellent portion of the face material provided on the longitudinal stool strength member may be provided at an intermediate position between two adjacent lateral hull strength members.
  • a bracket member connected to the front and rear edges of the longitudinal stool strength member may be provided to relieve stress concentration on the hull longitudinal bending moment.
  • the top side arrangement can be freely set / changed in the direction of the ship without performing reinforcement work, and even if the top side arrangement, weight, etc. are changed, the hull itself
  • An offshore floating structure that does not affect the design or construction can be provided.
  • FIG. 1 is a plan view of an upper deck of an offshore floating structure according to an embodiment of the present invention.
  • the offshore floating structure 10 of the present embodiment is, for example, FPSO, and produces oil and gas at a production facility 14 (see FIG. 4) provided on the upper deck 12 and stores the produced crude oil in a tank. It is a facility for loading into tankers.
  • the production facility 14 is mounted in a plant installation area P provided on the upper deck 12 between the bow portion 10S and the living section 10A.
  • Each of the production facilities 14 is supported by a stool 16 (see FIG. 2) installed on the upper deck 12.
  • the stool 16 is connected to the lower surface of the upper deck 12 in accordance with the design of the production facility 14, and a longitudinal partition wall 18 and a transverse hull strength member (for example, a deck cross beam or a horizontal partition wall) 20 that support the stool 16. Is installed at the position where FIG. 1 schematically shows a longitudinal bulkhead 18 and a transverse hull strength member 20 under the upper deck 12 in a plant installation area (area for mounting production equipment) P.
  • FIG. 2 is a cross-sectional view of the offshore floating structure 10 showing a configuration relating to reinforcement of the longitudinal partition wall 18 of the offshore floating structure 10 in the present embodiment, and is a cross-sectional view excluding the horizontal hull strength member 20. is there.
  • the upper side 18 ⁇ / b> A in the range of about 1 m to 4 m, more preferably about 1.5 m to 2 m below the upper deck 12 is the plant installation area P.
  • the steel material for example, high-tensile steel is adopted.
  • FIG. 3 is a cross-sectional view of the offshore floating structure 10 showing a configuration relating to reinforcement of the transverse hull strength member 20 of the offshore floating structure 10 in the present embodiment.
  • the transverse hull strength member 20 is a deck cross beam or a horizontal bulkhead, and a deck cross beam is illustrated in FIG.
  • the reinforcing portion 20 ⁇ / b> A of the transverse hull strength member 20 is indicated by a hatched area.
  • the reinforcing portion 20A has a width including the bottom of the stool 16 within the range of about 1 m to 4 m, more preferably about 1.5 m to 2 m below the upper deck 12 in the lateral hull strength member 20 below the upper deck 12.
  • the reinforcing portion 20A is made of a steel material having a thickness of about 25 mm or more, more preferably about 30 mm or more over the entire length of the plant installation area P.
  • the steel material for example, high-tensile steel is adopted.
  • FIG. 4 is a side view showing a state in which the production equipment 14 is mounted / installed on the stool 16 installed on the upper deck 12.
  • a gantry 22 is installed as a top side support, and a production deck 24 on which the production equipment 14 is mounted is installed via the gantry 22.
  • the height h from the upper deck 12 of the stool 16 is 45% to 55% with respect to the height H from the upper deck 12 of the production deck 24, and from the upper deck 12 to the height of the stool 16.
  • This space is a piping area for the hull. Note that the space between the top surface of the stool 16 and the production deck 24 is left as a space for use on the top side (production facility) side.
  • FIG. 5 is a (a) side view, (b) front view, and (c) plan view of the stool 16 used in the present embodiment.
  • FIG. 6 is a perspective view of the stool 16 of the present embodiment installed on the upper deck 12. A more detailed configuration of the stool 16 of the present embodiment will be described with reference to FIGS.
  • the stool 16 of the present embodiment includes a longitudinal stool strength member 160 and a lateral stool strength member 162 having an isosceles trapezoidal shape using, for example, a steel plate (the shape may be rectangular). ), Both stand vertically on the upper deck 12, and cross each other at the center. Further, a top plate 164 is provided at the top of the longitudinal stool strength member 160 and the lateral stool strength member 162 so as to cover them. That is, the gantry 22 or the like shown in FIG. 4 is installed on the top plate 164 by welding or the like so as to allow sliding.
  • the longitudinal stool strength member 160 is attached by welding or the like along the longitudinal partition wall 18, and the lateral stool strength member 162 is attached by welding or the like along the transverse hull strength member 20. It is done.
  • the length L1 of the bottom side of the longitudinal stool strength member 160 is, for example, about 40% longer than the length L2 of the bottom side of the lateral stool strength member 162. Further, both ends of the bottom side of the lateral stool strength member 162 coincide with one position of the longitudinal rib 19 provided under the upper deck 12, for example.
  • FIG. 7 shows a first example in which flange-shaped face members 166 and 168 are provided on the sides connecting the upper side and the lower side of the longitudinal stool strength member 160 and the lateral stool strength member 162 in the stool 16 of FIGS. A modification is shown.
  • the vicinity 160A of the side edge of the longitudinal stool strength member 160 has a soft toe shape that relaxes stress concentration with respect to the hull longitudinal bending moment (in the longitudinal bulkhead L.BHD direction) The stress relaxation part.
  • the lower end portion of the face member 168 provided on the transverse stool strength member 162 has a repellent shape spreading in the longitudinal direction of the hull, and both ends of the repellent shape portion 168A are softening materials that reduce stress concentration against the vertical hull bending moment. It is a tow shape.
  • FIG. 8 is an enlarged view showing the structure of the stool according to the second modified example at the installation position
  • FIG. 8A is a side view along the longitudinal partition wall 18
  • FIG. 8B is a horizontal hull.
  • 3 is a front view along the strength member 20.
  • a repellent repellent shape portion 166 ⁇ / b> A is also provided at the lower end portion of the face material 166 of the longitudinal stool strength member 160 in order to withstand a greater weight. That is, the repellent shape portion 166A is arranged along the hull width direction.
  • a backing member 170 is provided on the lower surface of the upper deck 12 along the repellent shape portion 166A. That is, the repellent shape portion 166 ⁇ / b> A is connected to the backing member 170 through the upper deck 12.
  • two backing members are provided on the lower surface of the upper deck 12 in advance for each lateral hull strength member 20.
  • the length in the ship length direction of the stool 16 is made to coincide with the interval (transspace) T between the transverse hull strength members 20, and one backing member 170 is shared by the adjacent horizontal hull strength members 20. By doing so, the number is halved.
  • FIGS. 9 and 10 an enlarged side view and a perspective view showing a structure of the third modified example at the installation position of the stool are shown in FIGS. 9 and 10, respectively.
  • the stool can withstand a greater weight by providing a repellent shape portion 166A also at the lower end portion of the face material 166 provided on the longitudinal stool strength member 160 along the longitudinal partition wall 18.
  • a repellent shape portion 166A also at the lower end portion of the face material 166 provided on the longitudinal stool strength member 160 along the longitudinal partition wall 18.
  • stress concentration occurs with respect to the longitudinal bending moment of the hull in the vicinity of the repellent shape portion 166A, and the strength of the stool 16 itself may not satisfy the requirement. Therefore, in the third modified example, in addition to the configuration of the second modified example, the lower front edge (front side) and the lower rear edge (rear side) of the longitudinal stool strength member 160 are Then, a bracket member 172 having a soft toe shape that relieves stress concentration is connected to form a stress relieving portion.
  • the longitudinal partition wall on which the stool can be installed is reinforced in advance, so that the top side can be arranged in the ship's direction without performing reinforcement work after the hull construction. It can be freely set / changed, and even if the top side arrangement, weight, etc. are changed, there is no impact on the design and construction of the hull itself. Therefore, it is possible to prevent the hull construction period from being delayed due to the design change on the top side.
  • the degree of freedom of stool installation is also increased by reinforcing the periphery of the connecting portion of the transverse hull strength member that intersects the longitudinal bulkhead in the plant installation area.
  • the hull is divided between the upper deck and the production deck with the lower side as a space for hull piping and electric wire laying and the upper side as a space used for the top side with the top surface of the stool as a boundary. Piping and wire laying design and construction are not affected by changes in the top side, and delays in the hull construction period can be prevented more reliably.
  • the hull longitudinal bending moment greatly affects the strength of the stool, but in this embodiment, the longitudinal stool strength member has a soft toe shape to alleviate stress concentration, and the hull. The influence of the longitudinal bending moment can be reduced.
  • the upper side of the longitudinal bulkhead is configured to be uniformly reinforced over the entire length of the plant installation area, but the longitudinal bulkhead reinforcement is similar to the reinforcing portion of the transverse hull strength member. It is also possible to adopt a configuration that is performed only in the vicinity of the connecting portion of the intersection.
  • the relationship of the length between the longitudinal direction stool strength member and the horizontal direction stool strength member applied to the stool of FIGS. 5 and 6 can be applied to each modification.
  • the soft tow shape demonstrated in the modification can also be applied to the end of the longitudinal stool strength member of the stool shown in FIGS.
  • a stool having the following configuration is used. It is considered as an invention.
  • a stool according to the first invention is a stool for mounting production equipment on an upper deck on an offshore floating structure, and is a plate-like shape installed along the longitudinal direction of the offshore floating structure in an upright state.
  • a longitudinal stool strength member, and a plate-like lateral stool strength member installed along the width direction of the offshore floating structure in an upright state intersecting with the longitudinal stool strength member.
  • the length of the upper side and the lower side of the horizontal stool strength member is the same, or the upper side is shorter than the lower side, and a face material is provided in a flange shape on the side connecting the upper side and the lower side, and the surface provided on the horizontal stool strength member
  • the lower end of the material has a repellent shape that exhibits a repellent shape spreading in the longitudinal direction, and both ends of the repellent shape have a soft tow shape that relieves stress concentration against the hull longitudinal bending moment It is.
  • the stool related to the second invention is the stool according to the first invention, wherein the stool has a soft tow shape in the vicinity of the lower side edge of the longitudinal stool strength member to reduce stress concentration against the hull longitudinal bending moment. Is provided.
  • a stool according to a third invention is the stool according to the second invention, wherein the stress relaxation portion includes a bracket member connected to a front edge and a rear edge of the longitudinal stool strength member.
  • the stool according to the fourth invention is characterized in that in the stools of the first to third inventions, the length of the longitudinal stool strength member is longer than the length of the lateral stool strength member.
  • a stool according to a fifth invention is the stool according to the first invention, wherein the lower end portion of the face material provided on the longitudinal stool strength member has a repellent shape portion exhibiting a repellent shape extending in the width direction of the offshore floating structure.
  • a backing member connected to a repellent shape portion of a face material provided on a longitudinal stool strength member at a middle position between two adjacent lateral hull strength members on the lower surface of the upper deck along the longitudinal bulkhead Is provided.

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  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
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Abstract

This offshore floating structure 10 may be a floating production storage and offloading system (FPSO) in which a production facility 14 can be mounted on an upper deck 12. The offshore floating structure 10 comprises a longitudinal partition wall 18 that extends in the longitudinal direction and is connected to the lower surface of the upper deck 12. An upper surface of the upper deck 12 corresponding to the location where an upper side portion 18A of the longitudinal partition wall 18 is coupled to the upper deck 12 serves as a stool installation portion at which a stool 16 for supporting the production facility 14 can be installed. The upper side portion 18A of the longitudinal partition wall at the location where the stool installation portion is disposed is configured from a steel member having a thickness of at least 25 mm.

Description

洋上浮体構造物Offshore floating structure
 本発明は、上甲板上等に生産設備等を設置する洋上浮体構造物に関する。 The present invention relates to an offshore floating structure in which production equipment is installed on an upper deck or the like.
 浮体式生産貯蔵積出設備(FPSO)などの洋上浮体構造物は、洋上で海底からライザー管を通して石油・ガスを生産するとともに、生産した原油をタンクに貯蔵してタンカーへ積み出すことのできる設備で、タンカーとは異なり、原油を貯留するタンクが設けられるだけでなく、上甲板上には生産設備が搭載される。この生産設備は、ガス分離設備、脱水設備、計量設備、発電設備等の種々の機器を備え、油井の特性に合わせて設計され、船体が製造されたあとに搭載されるので、船体の設計時には詳細が決まっていないことが多い。したがって、プロジェクトごとの生産設備の要件が確定するのを待って船体の設計を行うと、結果的に船体の製造が生産設備の搭載に間に合わずに、FPSOの全体の建造期間が長くなるという問題が生じる。 Offshore floating structures such as floating production storage and loading equipment (FPSO) produce oil and gas from the bottom of the ocean through the riser pipe, and the crude oil produced can be stored in tanks and shipped to tankers. Unlike tankers, not only are tanks for crude oil stored, but production equipment is installed on the upper deck. This production equipment is equipped with various equipment such as gas separation equipment, dehydration equipment, metering equipment, power generation equipment, etc., and is designed according to the characteristics of the oil well and installed after the hull is manufactured. The details are often undecided. Therefore, if the design of the hull is performed after the requirements for the production equipment for each project are finalized, as a result, the manufacturing of the hull is not in time for the installation of the production equipment, and the entire construction period of the FPSO becomes longer. Occurs.
 また、生産設備は架台の上に固定された状態で上甲板上のスツールの上に設置されるが、スツールの構成と設置位置は、生産設備の種類、配置、大きさだけでなく、波浪荷重等による洋上浮体構造物の変形が架台に及ぼす影響も考慮しなければならず、上述のように、設計が完了するまでに時間がかかりFPSOの建造期間が長くなっていた。また、生産設備の種類や配置、およびスツールの種類に応じて洋上浮体構造物に伝達される荷重が異なり、上甲板を補強しなければならないことがあるが、スツール同士を上甲板上において桁材で連結することが必要になる場合、このような桁材は上甲板上の配管等に干渉しないよう考慮しなければならないという問題もあった。 In addition, the production equipment is installed on a stool on the upper deck in a state of being fixed on the gantry, but the configuration and installation position of the stool is not only the type, arrangement, and size of the production equipment, but also the wave load. The influence of the deformation of the offshore floating structure on the gantry must be taken into consideration, and as described above, it takes time to complete the design and the construction period of the FPSO is long. Also, the load transmitted to the offshore floating structure differs depending on the type and arrangement of production equipment and the type of stool, and the upper deck may have to be reinforced. However, when it is necessary to connect with the above, there is a problem that such a girder must be considered so as not to interfere with piping on the upper deck.
 これらの問題に対しては、上甲板の下面に、浮体の幅方向に延びる横方向強度部材と長手方向に延びる縦方向強度部材を設け、上甲板上であって、横方向強度部材と縦方向強度部材が交差する複数の点の少なくとも一部に生産設備を支持するためのスツールを設置可能なスツール設置部を設けた洋上浮体構造物が提案されている(特許文献1)。 For these problems, on the lower surface of the upper deck, a transverse strength member extending in the width direction of the floating body and a longitudinal strength member extending in the longitudinal direction are provided, and on the upper deck, the transverse strength member and the longitudinal direction are provided. There has been proposed an offshore floating structure provided with a stool installation part capable of installing a stool for supporting production equipment at at least a part of a plurality of points where strength members intersect (Patent Document 1).
特開2017-65291号公報JP 2017-65291 A
 しかし、スツール設置位置直下の長手方向の強度部材には、船体のハルガーダ荷重とトップサイドの荷重が重畳して掛かるため、スツールを設置する場合、長手方向の強度部材に対して十分な補強を行う必要がある。そのため、依然としてプロジェクトごとの生産設備の要件が確定するのを待って長手方向の強度部材に対する補強を行う必要があり、FPSOの建造期間が長くなるという問題が生じる。 However, since the hull girder load on the hull and the load on the top side are superimposed on the longitudinal strength member directly below the stool installation position, sufficient reinforcement is provided to the longitudinal strength member when installing the stool. There is a need. Therefore, it is necessary to reinforce the strength member in the longitudinal direction after waiting for the requirements of the production equipment for each project to be established, resulting in a problem that the construction period of the FPSO becomes long.
 本発明は、船体建造後においても、補強作業等を行わずにトップサイドの配置を船長方向に自由に設定/変更でき、トップサイドの配置や重量等が変更になっても船体自身の設計や建造への影響がない洋上浮体構造物を提供することを目的としている。 Even after the hull construction, the present invention can freely set / change the arrangement of the top side in the direction of the captain without performing reinforcement work, etc. Even if the arrangement or weight of the top side is changed, the design of the hull itself The purpose is to provide an offshore floating structure that does not affect the construction.
 本発明の洋上浮体構造物は、上甲板上に生産設備を搭載できる洋上浮体構造物であって、洋上浮体構造物の長手方向に延在し、上甲板の下面に接続される縦通隔壁を備え、縦通隔壁の上辺部が連結される位置の前記上甲板の上面が、生産設備を支持するためのスツールを設置可能なスツール設置部とされ、スツール設置部が設けられた位置の縦通隔壁の上辺部が25mm以上の厚さの鋼材から構成されることを特徴としている。 The offshore floating structure of the present invention is an offshore floating structure capable of mounting production equipment on the upper deck, and has a longitudinal partition wall extending in the longitudinal direction of the offshore floating structure and connected to the lower surface of the upper deck. The upper surface of the upper deck at a position where the upper side of the vertical partition wall is connected is a stool installation section on which a stool for supporting production equipment can be installed, and the vertical passage at the position where the stool installation section is provided The upper side of the partition is made of a steel material having a thickness of 25 mm or more.
 縦通隔壁の上辺部は例えば高張力鋼からなる。縦通隔壁の上辺部は、例えば生産設備を搭載するための区域の全長に亘り一様の厚さの同一素材で構成される。スツール設置部が設けられた位置の縦通隔壁の上辺部は、例えば30mm以上の厚さの鋼材から構成される。縦通隔壁の上辺部の深さ方向の板幅は、例えば1m~4mである。 The upper side of the longitudinal partition wall is made of high tensile steel, for example. The upper side of the longitudinal partition wall is made of, for example, the same material having a uniform thickness over the entire length of the area for mounting the production equipment. The upper side part of the longitudinal partition wall at the position where the stool installation part is provided is made of, for example, a steel material having a thickness of 30 mm or more. The plate width in the depth direction of the upper side portion of the longitudinal partition wall is, for example, 1 m to 4 m.
 洋上浮体構造物は、上甲板の下面に洋上浮体構造物の幅方向に延在する横方向船体強度部材を備え、スツール設置部の下方に位置する横方向船体強度部材の補強部の縦通隔壁との接続部周辺が補強されている。スツールは、直立した状態で洋上浮体構造物の長手方向に沿って配置される板状の長手方向スツール強度部材と、長手方向スツール強度部材と交差して直立した状態で洋上浮体構造物の幅方向に沿って配置される板状の横方向スツール強度部材とを備え、長手方向スツール強度部材の長さは、横方向スツール強度部材の長さよりも長い。 The offshore floating structure has a transverse hull strength member extending in the width direction of the offshore floating structure on the lower surface of the upper deck, and a vertical partition wall of a reinforcing portion of the horizontal hull strength member located below the stool installation portion The area around the connection is reinforced. The stool is a plate-like longitudinal stool strength member arranged along the longitudinal direction of the offshore floating structure in an upright state, and the width direction of the offshore floating structure in an upright state intersecting with the longitudinal stool strength member And a plate-like lateral stool strength member disposed along the length of the longitudinal stool strength member. The length of the longitudinal stool strength member is longer than the length of the lateral stool strength member.
 長手方向スツール強度部材および横方向スツール強度部材は等脚台形形状を呈し、等脚台形を呈する長手方向スツール強度部材および横方向スツール強度部材の上辺および下辺を結ぶ側辺には、例えばフランジ状に面材が設けられる。長手方向スツール強度部材の側辺下端近傍は、船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状とされる。横方向スツール強度部材に設けられる面材の下端部は、長手方向に広がる撥形状を呈し、その両端は船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状とされる。 The longitudinal stool strength member and the lateral stool strength member have an isosceles trapezoidal shape. For example, a flange is formed on the side connecting the upper side and the lower side of the longitudinal stool strength member and the lateral stool strength member having an isosceles trapezoidal shape. A face material is provided. The vicinity of the lower side edge of the longitudinal stool strength member has a soft toe shape that relieves stress concentration with respect to the hull longitudinal bending moment. The lower end portion of the face member provided on the transverse stool strength member has a repellent shape spreading in the longitudinal direction, and both ends thereof have a soft toe shape that relieves stress concentration against the hull longitudinal bending moment.
 スツールの高さは、プロダクションデッキ高さに対して45%~55%とされ、上甲板からスツール高さまでの空間は、船体用の配管エリアとされる。また、長手方向スツール強度部材に設けられる面材の下端部は、洋上浮体構造物の幅方向に広がる撥形状を呈する撥形状部を備えてもよく、縦通隔壁に沿った上甲板の下面にあって、隣り合う2つの横方向船体強度部材の中間位置に、長手方向スツール強度部材に設けられる面材の撥形状部に接続される裏当て部材が設けられてもよい。長手方向スツール強度部材の前縁および後縁に接続され、船体縦曲げモーメントに対する応力集中を緩和するブラケット部材を備えてもよい。 The height of the stool is 45% to 55% of the production deck height, and the space from the upper deck to the stool height is the piping area for the hull. Further, the lower end portion of the face material provided on the longitudinal stool strength member may be provided with a repellent shape portion exhibiting a repellent shape extending in the width direction of the offshore floating structure, and on the lower surface of the upper deck along the longitudinal partition wall. A backing member connected to the repellent portion of the face material provided on the longitudinal stool strength member may be provided at an intermediate position between two adjacent lateral hull strength members. A bracket member connected to the front and rear edges of the longitudinal stool strength member may be provided to relieve stress concentration on the hull longitudinal bending moment.
 本発明によれば、船体建造後においても、補強作業等を行わずにトップサイドの配置を船長方向に自由に設定/変更でき、トップサイドの配置や重量等が変更になっても船体自身の設計や建造への影響がない洋上浮体構造物を提供することができる。 According to the present invention, even after the hull is constructed, the top side arrangement can be freely set / changed in the direction of the ship without performing reinforcement work, and even if the top side arrangement, weight, etc. are changed, the hull itself An offshore floating structure that does not affect the design or construction can be provided.
本発明の一実施形態である洋上浮体構造物の上甲板の平面図である。It is a top view of the upper deck of the offshore floating body structure which is one Embodiment of this invention. 洋上浮体構造物の縦通隔壁の補強に係わる構成を示す洋上浮体構造物の横方向船体強度部材を除いた横断面図である。It is a cross-sectional view excluding the horizontal hull strength member of the offshore floating structure showing the configuration relating to the reinforcement of the longitudinal bulkhead of the offshore floating structure. 洋上浮体構造物の横方向船体強度部材の補強に係わる構成を示す洋上浮体構造物の横断面図である。It is a cross-sectional view of an offshore floating structure showing a configuration relating to reinforcement of a transverse hull strength member of the offshore floating structure. 上甲板上に設置されたスツールに生産設備を搭載・設置した状態を示す側面図である。It is a side view which shows the state which mounted and installed the production equipment in the stool installed on the upper deck. 本実施形態で用いられるスツールの(a)側面図、(b)正面図、(c)平面図である。It is the (a) side view, (b) front view, (c) top view of the stool used by this embodiment. 上甲板上に設置された本実施形態のスツールの斜視図である。It is a perspective view of the stool of this embodiment installed on the upper deck. 長手方向スツール強度部材と横方向スツール強度部材の上辺および下辺を結ぶ側辺に、フランジ状の面材を設けた第1変形例のスツールの斜視図である。It is a perspective view of the stool of the 1st modification which provided the flange-shaped face material in the side which connects the upper direction and lower side of a longitudinal direction stool strength member and a horizontal direction stool strength member. 第2変形例のスツールの側面図および正面図である。It is the side view and front view of the stool of a 2nd modification. 第3変形例のスツールの側面図である。It is a side view of the stool of a 3rd modification. 第3変形例のスツールの斜視図である。It is a perspective view of the stool of a 3rd modification.
 以下、本発明の実施形態について添付図面を参照して説明する。
 図1は、本発明の一実施形態である洋上浮体構造物の上甲板の平面図である。
Embodiments of the present invention will be described below with reference to the accompanying drawings.
FIG. 1 is a plan view of an upper deck of an offshore floating structure according to an embodiment of the present invention.
 本実施形態の洋上浮体構造物10は、例えばFPSOであり、上甲板12上に設けられた生産設備14(図4参照)で石油・ガスを生産するとともに、生産した原油をタンクに貯蔵してタンカーへ積み出す設備である。生産設備14は、船首部10Sと居住区画10Aとの間の上甲板12上に設けられるプラント設置区域Pに搭載される。生産設備14の各々は、上甲板12上に設置されるスツール16(図2参照)によって支持される。本実施形態においてスツール16は、生産設備14の設計に合わせて、上甲板12の下面に接続され、これを支持する縦通隔壁18と横方向船体強度部材(例えば甲板横桁や横隔壁)20が交差する位置に設置される。図1では、プラント設置区域(生産設備を搭載するための区域)P内の上甲板12下における縦通隔壁18と横方向船体強度部材20が模式的に示される。 The offshore floating structure 10 of the present embodiment is, for example, FPSO, and produces oil and gas at a production facility 14 (see FIG. 4) provided on the upper deck 12 and stores the produced crude oil in a tank. It is a facility for loading into tankers. The production facility 14 is mounted in a plant installation area P provided on the upper deck 12 between the bow portion 10S and the living section 10A. Each of the production facilities 14 is supported by a stool 16 (see FIG. 2) installed on the upper deck 12. In the present embodiment, the stool 16 is connected to the lower surface of the upper deck 12 in accordance with the design of the production facility 14, and a longitudinal partition wall 18 and a transverse hull strength member (for example, a deck cross beam or a horizontal partition wall) 20 that support the stool 16. Is installed at the position where FIG. 1 schematically shows a longitudinal bulkhead 18 and a transverse hull strength member 20 under the upper deck 12 in a plant installation area (area for mounting production equipment) P.
 図2は、本実施形態における洋上浮体構造物10の縦通隔壁18の補強に係わる構成を示す洋上浮体構造物10の横断面図であり、横方向船体強度部材20を除いた横断面図である。本実施形態において、上甲板12下の縦通隔壁18のうち、上甲板12下の約1m~4m、より好ましくは約1.5m~2mの範囲にある上辺部18Aが、プラント設置区域Pの全長に亘り、厚さ約25mm以上、より好ましくは厚さ約30mm以上の鋼材で構成され、鋼材としては、例えば高張力鋼が採用される。 FIG. 2 is a cross-sectional view of the offshore floating structure 10 showing a configuration relating to reinforcement of the longitudinal partition wall 18 of the offshore floating structure 10 in the present embodiment, and is a cross-sectional view excluding the horizontal hull strength member 20. is there. In the present embodiment, of the longitudinal bulkheads 18 below the upper deck 12, the upper side 18 </ b> A in the range of about 1 m to 4 m, more preferably about 1.5 m to 2 m below the upper deck 12 is the plant installation area P. Over the entire length, it is made of a steel material having a thickness of about 25 mm or more, more preferably about 30 mm or more. As the steel material, for example, high-tensile steel is adopted.
 図3は、本実施形態における洋上浮体構造物10の横方向船体強度部材20の補強に係わる構成を示す洋上浮体構造物10の横断面図である。横方向船体強度部材20は、甲板横桁や横隔壁であり、図3では、甲板横桁が例示される。図3において、横方向船体強度部材20の補強部20Aは斜線を施した領域で示される。補強部20Aは、上甲板12下の横方向船体強度部材20のうち、上甲板12下の約1m~4m、より好ましくは約1.5m~2mの範囲で、スツール16の底辺を含む幅をもった補強部20Aが、プラント設置区域Pの全長に亘り、厚さ約25mm以上、より好ましくは厚さ約30mm以上の鋼材で構成され、鋼材としては、例えば高張力鋼が採用される。 FIG. 3 is a cross-sectional view of the offshore floating structure 10 showing a configuration relating to reinforcement of the transverse hull strength member 20 of the offshore floating structure 10 in the present embodiment. The transverse hull strength member 20 is a deck cross beam or a horizontal bulkhead, and a deck cross beam is illustrated in FIG. In FIG. 3, the reinforcing portion 20 </ b> A of the transverse hull strength member 20 is indicated by a hatched area. The reinforcing portion 20A has a width including the bottom of the stool 16 within the range of about 1 m to 4 m, more preferably about 1.5 m to 2 m below the upper deck 12 in the lateral hull strength member 20 below the upper deck 12. The reinforcing portion 20A is made of a steel material having a thickness of about 25 mm or more, more preferably about 30 mm or more over the entire length of the plant installation area P. As the steel material, for example, high-tensile steel is adopted.
 図4は、上甲板12上に設置されたスツール16に生産設備14を搭載・設置した状態を示す側面図である。スツール16の上には、トップサイドサポートとして例えば架台22が設置され、架台22を介して、生産設備14が搭載されるプロダクションデッキ24が設置される。本実施形態において、スツール16の上甲板12からの高さhは、プロダクションデッキ24の上甲板12からの高さHに対して45%~55%とされ、上甲板12からスツール16の高さまでの空間は、船体用の配管エリアとされる。なお、スツール16の頂面からプロダクションデッキ24の間の空間は、トップサイド(生産設備)側の用途に用いる空間として残される。 FIG. 4 is a side view showing a state in which the production equipment 14 is mounted / installed on the stool 16 installed on the upper deck 12. On the stool 16, for example, a gantry 22 is installed as a top side support, and a production deck 24 on which the production equipment 14 is mounted is installed via the gantry 22. In the present embodiment, the height h from the upper deck 12 of the stool 16 is 45% to 55% with respect to the height H from the upper deck 12 of the production deck 24, and from the upper deck 12 to the height of the stool 16. This space is a piping area for the hull. Note that the space between the top surface of the stool 16 and the production deck 24 is left as a space for use on the top side (production facility) side.
 図5は、本実施形態で用いられるスツール16の(a)側面図、(b)正面図、(c)平面図である。また、図6は上甲板12上に設置された本実施形態のスツール16の斜視図である。図5、6を参照して、本実施形態のスツール16のより詳細な構成について説明する。 FIG. 5 is a (a) side view, (b) front view, and (c) plan view of the stool 16 used in the present embodiment. FIG. 6 is a perspective view of the stool 16 of the present embodiment installed on the upper deck 12. A more detailed configuration of the stool 16 of the present embodiment will be described with reference to FIGS.
 図5に示すように、本実施形態のスツール16は、例えば鋼板などを用いた等脚台形形状を呈する長手方向スツール強度部材160と横方向スツール強度部材162を備え(なお、形状は矩形でもよい)、両者は上甲板12上に鉛直に立てられ、各々中央で十字に交差する。また、長手方向スツール強度部材160と横方向スツール強度部材162の頂部には、これらを覆うように頂板164が設けられる。すなわち、図4に示す架台22等は、頂板164の上に溶接等を用いて取り付け、または摺動を許容するように設置される。 As shown in FIG. 5, the stool 16 of the present embodiment includes a longitudinal stool strength member 160 and a lateral stool strength member 162 having an isosceles trapezoidal shape using, for example, a steel plate (the shape may be rectangular). ), Both stand vertically on the upper deck 12, and cross each other at the center. Further, a top plate 164 is provided at the top of the longitudinal stool strength member 160 and the lateral stool strength member 162 so as to cover them. That is, the gantry 22 or the like shown in FIG. 4 is installed on the top plate 164 by welding or the like so as to allow sliding.
 長手方向スツール強度部材160は、縦通隔壁18に沿ってその真上に溶接等により取り付けられ、横方向スツール強度部材162は、横方向船体強度部材20に沿ってその真上に溶接等により取り付けられる。本実施形態において、長手方向スツール強度部材160の底辺の長さL1は、横方向スツール強度部材162の底辺の長さL2よりも例えば40%程度長い。また、横方向スツール強度部材162の底辺の両端は、例えば上甲板12下に設けられる縦通肋骨19の一つの位置に一致する。 The longitudinal stool strength member 160 is attached by welding or the like along the longitudinal partition wall 18, and the lateral stool strength member 162 is attached by welding or the like along the transverse hull strength member 20. It is done. In the present embodiment, the length L1 of the bottom side of the longitudinal stool strength member 160 is, for example, about 40% longer than the length L2 of the bottom side of the lateral stool strength member 162. Further, both ends of the bottom side of the lateral stool strength member 162 coincide with one position of the longitudinal rib 19 provided under the upper deck 12, for example.
 図7は、図5、6のスツール16において、長手方向スツール強度部材160と横方向スツール強度部材162の上辺および下辺を結ぶ側辺に、それぞれフランジ状の面材166、168を設けた第1変形例を示す。図7のスツール16では、長手方向スツール強度部材160の側辺下端近傍160Aを、船体縦曲げモーメントに対して(縦通隔壁L.BHD方向に対して)応力集中を緩和するソフトトウ形状とし、応力緩和部としている。また、横方向スツール強度部材162に設けられる面材168の下端部は、船体長手方向に広がる撥形状とされ、撥形状部168Aの両端は、船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状とされる。 FIG. 7 shows a first example in which flange-shaped face members 166 and 168 are provided on the sides connecting the upper side and the lower side of the longitudinal stool strength member 160 and the lateral stool strength member 162 in the stool 16 of FIGS. A modification is shown. In the stool 16 of FIG. 7, the vicinity 160A of the side edge of the longitudinal stool strength member 160 has a soft toe shape that relaxes stress concentration with respect to the hull longitudinal bending moment (in the longitudinal bulkhead L.BHD direction) The stress relaxation part. In addition, the lower end portion of the face member 168 provided on the transverse stool strength member 162 has a repellent shape spreading in the longitudinal direction of the hull, and both ends of the repellent shape portion 168A are softening materials that reduce stress concentration against the vertical hull bending moment. It is a tow shape.
 図8は第2変形例のスツールの設置位置での構造を示す拡大図であり、図8(a)は、縦通隔壁18に沿った側面図であり、図8(b)は横方向船体強度部材20に沿った正面図である。 FIG. 8 is an enlarged view showing the structure of the stool according to the second modified example at the installation position, FIG. 8A is a side view along the longitudinal partition wall 18, and FIG. 8B is a horizontal hull. 3 is a front view along the strength member 20. FIG.
 図8に示されるように、第2変形例では、より大きな重量に耐え得るようにするため、長手方向スツール強度部材160の面材166の下端部にも撥形状の撥形状部166Aを設ける。すなわち、撥形状部166Aは船体幅方向に沿って配置される。また、上甲板12の下面には、撥形状部166Aに沿って裏当て部材170が設けられる。すなわち、撥形状部166Aは、上甲板12を介して裏当て部材170に接続される。ここで、スツール16をプラント設置区域P内の何れのスツール設置部にも後付けできるようにするためには、上甲板12の下面に予め横方向船体強度部材20毎に前後2つずつ裏当て部材170を設置する必要がある。しかし、本変形例では、スツール16の船長方向長さを横方向船体強度部材20の間隔(トランススペース)Tに一致させ、隣り合う横方向船体強度部材20で、1つの裏当て部材170を共用することでその数を半分にしている。 As shown in FIG. 8, in the second modification, a repellent repellent shape portion 166 </ b> A is also provided at the lower end portion of the face material 166 of the longitudinal stool strength member 160 in order to withstand a greater weight. That is, the repellent shape portion 166A is arranged along the hull width direction. In addition, a backing member 170 is provided on the lower surface of the upper deck 12 along the repellent shape portion 166A. That is, the repellent shape portion 166 </ b> A is connected to the backing member 170 through the upper deck 12. Here, in order to allow the stool 16 to be retrofitted to any stool installation part in the plant installation area P, two backing members are provided on the lower surface of the upper deck 12 in advance for each lateral hull strength member 20. 170 needs to be installed. However, in this modification, the length in the ship length direction of the stool 16 is made to coincide with the interval (transspace) T between the transverse hull strength members 20, and one backing member 170 is shared by the adjacent horizontal hull strength members 20. By doing so, the number is halved.
 次に、第3変形例のスツールの設置位置での構造を示す拡大側面図と斜視図をそれぞれ図9、図10に示す。 Next, an enlarged side view and a perspective view showing a structure of the third modified example at the installation position of the stool are shown in FIGS. 9 and 10, respectively.
 第2変形例では、縦通隔壁18に沿った長手方向スツール強度部材160に設けた面材166の下端部にも撥形状部166Aを設けることで、スツールがより大きな重量に耐え得るようにしたが、このような構造では、撥形状部166A近傍において船体の縦曲げモーメントに対して応力集中が発生し、スツール16自体の強度が要求を満たさなくなる可能性がある。そのため第3変形例では、第2変形例の構成に対して、更に長手方向スツール強度部材160の下方前縁(前方側辺)、下方後縁(後方側辺)に、船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状となるブラケット部材172を接続し、応力緩和部とする。 In the second modification, the stool can withstand a greater weight by providing a repellent shape portion 166A also at the lower end portion of the face material 166 provided on the longitudinal stool strength member 160 along the longitudinal partition wall 18. However, in such a structure, stress concentration occurs with respect to the longitudinal bending moment of the hull in the vicinity of the repellent shape portion 166A, and the strength of the stool 16 itself may not satisfy the requirement. Therefore, in the third modified example, in addition to the configuration of the second modified example, the lower front edge (front side) and the lower rear edge (rear side) of the longitudinal stool strength member 160 are Then, a bracket member 172 having a soft toe shape that relieves stress concentration is connected to form a stress relieving portion.
 以上のように、本実施形態によれば、スツールが設置され得る縦通隔壁を予め補強しておくことで、船体建造後においても、補強作業等を行わずにトップサイドの配置を船長方向に自由に設定/変更でき、トップサイドの配置や重量等が変更になっても船体自身の設計や建造への影響がない。そのためトップサイドの設計変更による船体建造期間の遅延を防止できる。 As described above, according to the present embodiment, the longitudinal partition wall on which the stool can be installed is reinforced in advance, so that the top side can be arranged in the ship's direction without performing reinforcement work after the hull construction. It can be freely set / changed, and even if the top side arrangement, weight, etc. are changed, there is no impact on the design and construction of the hull itself. Therefore, it is possible to prevent the hull construction period from being delayed due to the design change on the top side.
 また、本実施形態では、プラント設置区域内の縦通隔壁と交差する横方向船体強度部材の接続部周辺も補強しておくことで、スツール設置の自由度も増大する。 In this embodiment, the degree of freedom of stool installation is also increased by reinforcing the periphery of the connecting portion of the transverse hull strength member that intersects the longitudinal bulkhead in the plant installation area.
 また、本実施形態では、上甲板とプロダクションデッキとの間においてスツールの頂面を境に下側を船体用の配管および電線敷設エリア、上側をトップサイドの用途に用いる空間として区切ることで、船体用配管および電線敷設の設計・工事がトップサイドの変更により影響を受けず、船体建造期間の遅延をより確実に防止できる。 Further, in the present embodiment, the hull is divided between the upper deck and the production deck with the lower side as a space for hull piping and electric wire laying and the upper side as a space used for the top side with the top surface of the stool as a boundary. Piping and wire laying design and construction are not affected by changes in the top side, and delays in the hull construction period can be prevented more reliably.
 また、上甲板上に配置されるスツールは船体縦曲げモーメントがスツールの強度に大きく影響するが、本実施形態では、長手方向スツール強度部材をソフトトウ形状としたことで応力集中を緩和し、船体縦曲げモーメントの影響を緩和できる。 In addition, in the stool placed on the upper deck, the hull longitudinal bending moment greatly affects the strength of the stool, but in this embodiment, the longitudinal stool strength member has a soft toe shape to alleviate stress concentration, and the hull. The influence of the longitudinal bending moment can be reduced.
 なお、本実施形態では、縦通隔壁の上辺部をプラント設置区域全長に亘り一様に補強した構成としたが、縦通隔壁補強を横方向船体強度部材の補強部と同様に、両強度部材の交差部の接続部周辺にのみ行う構成とすることもできる。なお、図5、6のスツールに適用された長手方向スツール強度部材と横方向スツール強度部材の間の長さの関係は、各変形例にも適用可能である。また、図5、6に示されるスツールの長手方向スツール強度部材の端部に、変形例で説明されたソフトトウ形状を適用することもできる。 In this embodiment, the upper side of the longitudinal bulkhead is configured to be uniformly reinforced over the entire length of the plant installation area, but the longitudinal bulkhead reinforcement is similar to the reinforcing portion of the transverse hull strength member. It is also possible to adopt a configuration that is performed only in the vicinity of the connecting portion of the intersection. In addition, the relationship of the length between the longitudinal direction stool strength member and the horizontal direction stool strength member applied to the stool of FIGS. 5 and 6 can be applied to each modification. Moreover, the soft tow shape demonstrated in the modification can also be applied to the end of the longitudinal stool strength member of the stool shown in FIGS.
 なお、洋上浮体構造物の上甲板上に設置された生産設備を支持するスツールに、洋上浮体構造物の縦曲げモーメントに対し十分な強度を与えるという観点からは、以下のような構成のスツールが発明として考えられる。 From the viewpoint of giving sufficient strength to the vertical bending moment of the offshore floating structure to the stool that supports the production equipment installed on the upper deck of the offshore floating structure, a stool having the following configuration is used. It is considered as an invention.
 第1の発明に関わるスツールは、洋上浮体構造物に上甲板上に生産設備を搭載するためのスツールであって、直立した状態で洋上浮体構造物の長手方向に沿って設置される板状の長手方向スツール強度部材と、長手方向スツール強度部材と交差して直立した状態で洋上浮体構造物の幅方向に沿って設置される板状の横方向スツール強度部材とを備え、長手方向スツール強度部材および横方向スツール強度部材の上辺と下辺の長さは等しい、または上辺が下辺よりも短く、上辺および下辺を結ぶ側辺にフランジ状に面材が設けられ、横方向スツール強度部材に設けられる面材の下端部が長手方向に広がる撥形状を呈する撥形状部を備え、撥形状部の両端が船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状とされることを特徴としている。 A stool according to the first invention is a stool for mounting production equipment on an upper deck on an offshore floating structure, and is a plate-like shape installed along the longitudinal direction of the offshore floating structure in an upright state. A longitudinal stool strength member, and a plate-like lateral stool strength member installed along the width direction of the offshore floating structure in an upright state intersecting with the longitudinal stool strength member. And the length of the upper side and the lower side of the horizontal stool strength member is the same, or the upper side is shorter than the lower side, and a face material is provided in a flange shape on the side connecting the upper side and the lower side, and the surface provided on the horizontal stool strength member The lower end of the material has a repellent shape that exhibits a repellent shape spreading in the longitudinal direction, and both ends of the repellent shape have a soft tow shape that relieves stress concentration against the hull longitudinal bending moment It is.
 第2の発明に関わるスツールは、第1の発明のスツールにおいて、長手方向スツール強度部材の側辺下端近傍に、船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状とされる応力緩和部が設けられることを特徴としている。 The stool related to the second invention is the stool according to the first invention, wherein the stool has a soft tow shape in the vicinity of the lower side edge of the longitudinal stool strength member to reduce stress concentration against the hull longitudinal bending moment. Is provided.
 第3の発明に関わるスツールは、第2の発明のスツールにおいて、応力緩和部が、長手方向スツール強度部材の前縁および後縁に接続されるブラケット部材を備えることを特徴としている。 A stool according to a third invention is the stool according to the second invention, wherein the stress relaxation portion includes a bracket member connected to a front edge and a rear edge of the longitudinal stool strength member.
 第4の発明に関わるスツールは、第1~第3の発明のスツールにおいて、長手方向スツール強度部材の長さが、横方向スツール強度部材の長さよりも長いことを特徴としている。 The stool according to the fourth invention is characterized in that in the stools of the first to third inventions, the length of the longitudinal stool strength member is longer than the length of the lateral stool strength member.
 第5の発明に関わるスツールは、第1の発明のスツールにおいて、長手方向スツール強度部材に設けられる面材の下端部が、洋上浮体構造物の幅方向に広がる撥形状を呈する撥形状部を備え、縦通隔壁に沿った上甲板の下面にあって、隣り合う2つの横方向船体強度部材の中間位置に、長手方向スツール強度部材に設けられる面材の撥形状部に接続される裏当て部材が設けられることを特徴としている。 A stool according to a fifth invention is the stool according to the first invention, wherein the lower end portion of the face material provided on the longitudinal stool strength member has a repellent shape portion exhibiting a repellent shape extending in the width direction of the offshore floating structure. A backing member connected to a repellent shape portion of a face material provided on a longitudinal stool strength member at a middle position between two adjacent lateral hull strength members on the lower surface of the upper deck along the longitudinal bulkhead Is provided.
 10 洋上浮体構造物
 10A 居住区画
 10S 船首部
 12 上甲板
 14 生産設備
 16 スツール
 18 縦通隔壁
 18A 上辺部
 19 縦通肋骨
 20 横方向船体強度部材
 20A 補強部
 22 架台
 24 プロダクションデッキ
 160 長手方向スツール強度部材
 162 横方向スツール強度部材
 164 頂板
 166、168 面材
 170 裏当て部材
 172 ブラケット部材
DESCRIPTION OF SYMBOLS 10 Offshore structure 10A Residential division 10S Bow part 12 Upper deck 14 Production equipment 16 Stool 18 Longitudinal bulkhead 18A Upper side part 19 Longitudinal rib 20 Lateral hull strength member 20A Reinforcement part 22 Base 24 Production deck 160 Longitudinal stool strength member 162 Horizontal stool strength member 164 Top plate 166, 168 Face material 170 Backing member 172 Bracket member

Claims (13)

  1.  上甲板上に生産設備を搭載できる洋上浮体構造物であって、
     前記洋上浮体構造物の長手方向に延在し、前記上甲板の下面に接続される縦通隔壁を備え、
     前記縦通隔壁の上辺部が連結される位置の前記上甲板の上面が、前記生産設備を支持するためのスツールを設置可能なスツール設置部とされ、
     前記スツール設置部が設けられた位置の前記縦通隔壁の上辺部が25mm以上の厚さの鋼材から構成される
     ことを特徴とする洋上浮体構造物。
    An offshore floating structure that can be equipped with production equipment on the upper deck,
    A longitudinal partition wall extending in the longitudinal direction of the offshore floating structure and connected to the lower surface of the upper deck;
    The upper surface of the upper deck at a position where the upper side portion of the longitudinal bulkhead is connected is a stool installation portion capable of installing a stool for supporting the production facility,
    An offshore floating structure characterized in that the upper side portion of the longitudinal partition wall at the position where the stool installation portion is provided is made of a steel material having a thickness of 25 mm or more.
  2.  前記縦通隔壁の上辺部が高張力鋼からなることを特徴とする請求項1に記載の洋上浮体構造物。 The offshore floating structure according to claim 1, wherein an upper side portion of the longitudinal partition wall is made of high-tensile steel.
  3.  前記縦通隔壁の上辺部が、前記生産設備を搭載するための区域の全長に亘り一様の厚さの同一素材で構成されることを特徴とする請求項1~2の何れか一項に記載の洋上浮体構造物。 The upper side portion of the longitudinal partition wall is made of the same material having a uniform thickness over the entire length of the area for mounting the production facility. The offshore floating structure described.
  4.  前記スツール設置部が設けられた位置の前記縦通隔壁の上辺部が30mm以上の厚さの鋼材から構成されることを特徴とする請求項1~3の何れか一項に記載の洋上浮体構造物。 The offshore floating structure according to any one of claims 1 to 3, wherein an upper side portion of the longitudinal partition wall at a position where the stool installation portion is provided is made of a steel material having a thickness of 30 mm or more. object.
  5.  前記縦通隔壁の上辺部の深さ方向の板幅が1m~4mであることを特徴とする請求項1~4の何れか一項に記載の洋上浮体構造物。 The offshore floating structure according to any one of claims 1 to 4, wherein a plate width in a depth direction of an upper side portion of the longitudinal partition wall is 1 m to 4 m.
  6.  前記上甲板の下面に前記洋上浮体構造物の幅方向に延在する横方向船体強度部材を備え、前記スツール設置部の下方に位置する前記横方向船体強度部材の補強部の前記縦通隔壁との接続部周辺が補強されたことを特徴とする請求項1~5の何れか一項に記載の洋上浮体構造物。 A transverse hull strength member extending in the width direction of the offshore floating structure on the lower surface of the upper deck; and the longitudinal bulkhead of the reinforcing portion of the horizontal hull strength member positioned below the stool installation portion; The offshore floating structure according to any one of claims 1 to 5, wherein the periphery of the connecting portion is reinforced.
  7.  前記スツールが、直立した状態で前記洋上浮体構造物の長手方向に沿って配置される板状の長手方向スツール強度部材と、前記長手方向スツール強度部材と交差して直立した状態で前記洋上浮体構造物の幅方向に沿って配置される板状の横方向スツール強度部材とを備え、前記長手方向スツール強度部材の長さが、前記横方向スツール強度部材の長さよりも長いことを特徴とする請求項1~6の何れか一項に記載の洋上浮体構造物。 A plate-like longitudinal stool strength member disposed along the longitudinal direction of the offshore floating structure in an upright state, and the offshore floating structure in an upright state intersecting the longitudinal stool strength member And a plate-like lateral stool strength member arranged along the width direction of the object, wherein the length of the longitudinal stool strength member is longer than the length of the lateral stool strength member. Item 7. The offshore floating structure according to any one of Items 1 to 6.
  8.  前記長手方向スツール強度部材および前記横方向スツール強度部材が等脚台形形状を呈し、等脚台形を呈する前記長手方向スツール強度部材および前記横方向スツール強度部材の上辺および下辺を結ぶ側辺にフランジ状に面材が設けられることを特徴とする請求項7に記載の洋上浮体構造物。 The longitudinal stool strength member and the lateral stool strength member have an isosceles trapezoid shape, and a flange shape is formed on a side connecting the upper side and the lower side of the longitudinal stool strength member and the lateral stool strength member exhibiting an isosceles trapezoid shape. The offshore floating structure according to claim 7, wherein a face material is provided on the surface.
  9.  前記長手方向スツール強度部材の側辺下端近傍は、船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状とされることを特徴とする請求項7~8の何れか一項に記載の洋上浮体構造物。 The offshore portion according to any one of claims 7 to 8, wherein the vicinity of the lower side edge of the longitudinal stool strength member has a soft tow shape that relieves stress concentration against a hull longitudinal bending moment. Floating structure.
  10.  前記横方向スツール強度部材に設けられる前記面材の下端部が、前記長手方向に広がる撥形状を呈し、その両端が船体縦曲げモーメントに対して応力集中を緩和するソフトトウ形状とされることを特徴とする請求項8~9の何れか一項に記載の洋上浮体構造物。 The lower end portion of the face material provided on the transverse stool strength member has a repellent shape that spreads in the longitudinal direction, and both ends thereof have a soft toe shape that relieves stress concentration against a hull longitudinal bending moment. The offshore floating structure according to any one of claims 8 to 9, wherein
  11.  前記スツールの高さが、プロダクションデッキ高さに対して45%~55%とされ、前記上甲板から前記スツール高さまでの空間が、船体用の配管エリアとされることを特徴とする請求項1~10の何れか一項に記載の洋上浮体構造物。 2. The height of the stool is 45% to 55% with respect to the height of the production deck, and a space from the upper deck to the stool height is a piping area for a hull. The offshore floating structure according to any one of 1 to 10.
  12.  前記長手方向スツール強度部材に設けられる前記面材の下端部が、前記洋上浮体構造物の幅方向に広がる撥形状を呈する撥形状部を備え、前記縦通隔壁に沿った前記上甲板の下面にあって、隣り合う2つの前記横方向船体強度部材の中間位置に、前記長手方向スツール強度部材に設けられる前記面材の撥形状部に接続される裏当て部材が設けられることを特徴とする請求項8に記載の洋上浮体構造物。 The lower end portion of the face material provided on the longitudinal stool strength member includes a repellent shape portion exhibiting a repellent shape extending in the width direction of the offshore floating structure, and is provided on a lower surface of the upper deck along the longitudinal partition wall. A backing member connected to the repellent shape portion of the face material provided on the longitudinal stool strength member is provided at an intermediate position between two adjacent lateral hull strength members. Item 9. A floating structure on the ocean according to Item 8.
  13.  前記長手方向スツール強度部材の前縁および後縁に接続され、船体縦曲げモーメントに対する応力集中を緩和するブラケット部材を備えることを特徴とする請求項12に記載の洋上浮体構造物。 The offshore floating structure according to claim 12, further comprising a bracket member connected to a front edge and a rear edge of the longitudinal stool strength member to relieve stress concentration with respect to a hull longitudinal bending moment.
PCT/JP2019/017163 2018-04-24 2019-04-23 Offshore floating structure WO2019208548A1 (en)

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