JP3392565B2 - Hull skin structure - Google Patents

Hull skin structure

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Publication number
JP3392565B2
JP3392565B2 JP04229895A JP4229895A JP3392565B2 JP 3392565 B2 JP3392565 B2 JP 3392565B2 JP 04229895 A JP04229895 A JP 04229895A JP 4229895 A JP4229895 A JP 4229895A JP 3392565 B2 JP3392565 B2 JP 3392565B2
Authority
JP
Japan
Prior art keywords
cross
span
stringer
parallel
height
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.)
Expired - Fee Related
Application number
JP04229895A
Other languages
Japanese (ja)
Other versions
JPH08207882A (en
Inventor
始 川野
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP04229895A priority Critical patent/JP3392565B2/en
Publication of JPH08207882A publication Critical patent/JPH08207882A/en
Application granted granted Critical
Publication of JP3392565B2 publication Critical patent/JP3392565B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、船体外板構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hull skin structure.

【0002】[0002]

【従来の技術】船舶の外板構造は、従来、図2斜視図に
示すように、互いに平行する複数の縦通材10が一定間
隔ごとに複数の平行横桁11と相貫的に交叉してなる格
子状構造により支持形成されている。ここで、縦通材1
0の断面は図3に示すフェース20付きのT型断面又は
図4に示すフェースなしの帯板22のいずれかである
が、どちらの場合においても、横桁11のスパン間で帯
板22の断面形状は一定不変である。
2. Description of the Related Art Conventionally, as shown in the perspective view of FIG. 2, a plurality of longitudinal stringers 10 which are parallel to each other intersect with a plurality of parallel transverse girders 11 at regular intervals so as to cross each other. It is supported and formed by a lattice-like structure. Here, stringer 1
The cross section of 0 is either the T-shaped cross section with face 20 shown in FIG. 3 or the faceless strip 22 shown in FIG. 4, but in either case the strip 22 is spanned between the spans of the cross beam 11. The cross-sectional shape is constant.

【0003】[0003]

【発明が解決しようとする課題】ところで、外板13に
面外圧力が作用する場合には、一本の縦通材10が受け
る曲げモーメントMは、図5線図に示すように、長手方
向にカテナリー状の曲線の波形を呈しており、この波形
がスパンごとに規則的に繰り返される。したがって、従
来方式の外板構造においては、縦通材10の断面形状が
曲げモーメント最大となる横桁支持位置における構造強
度上の許容条件を満たすことで決定されており、スパン
間の両端を除く位置断面では、構造強度上の若干の余裕
(贅肉)が残されたままとなっている。つまり、最適な
縦通材10として、長手方向に断面形状を変化させて複
数点又は線上にて許容条件に丁度一致させることで、外
板構造は軽量化を図ることができるのである。また、縦
通材10の断面形状が、図3に示すフェース20有りの
T型断面の場合には、図4に示す帯板断面のケースに比
べて、フェース20を隅肉溶接で接合する分だけ、溶接
長さの総計が大きくなる。このことは、溶接作業に伴う
手数工数の増加を生ずる場合があるので、帯板断面の範
囲で座屈を含むすべての構造強度上の必要条件を満足で
きるならば帯板断面による縦通材方式の方が経済性に優
れているといえる。
By the way, when an out-of-plane pressure acts on the outer plate 13, the bending moment M received by one stringer 10 is, as shown in FIG. Has a catenary-shaped curve, and this waveform is regularly repeated for each span. Therefore, in the conventional outer plate structure, the cross-sectional shape of the stringer 10 is determined by satisfying the structural strength permissible condition at the cross girder support position where the bending moment is maximum, and excludes both ends between spans. In the position cross section, a slight margin (luxury) in structural strength is left. That is, as the optimum stringer 10, the cross-sectional shape is changed in the longitudinal direction so as to exactly match the allowable condition at a plurality of points or lines, so that the outer plate structure can be reduced in weight. When the cross-sectional shape of the stringer 10 is a T-shaped cross section with the face 20 shown in FIG. 3, the face 20 is joined by fillet welding compared to the case of the strip plate cross section shown in FIG. However, the total welding length increases. This may increase the number of man-hours required for welding work. Therefore, if all the structural strength requirements including buckling within the range of the strip cross section can be satisfied, the longitudinal strip method using the strip cross section can be used. Can be said to be more economical.

【0004】本発明はこのような事情に鑑みて提案され
たもので、軽量で経済的な船体外板構造を提供すること
を目的とする。
The present invention has been proposed in view of the above circumstances, and an object thereof is to provide a lightweight and economical hull skin structure.

【0005】[0005]

【課題を解決するための手段】そのために請求項1の発
明は、横方向の設定スパンにて平行的に縦方向に延びる
それぞれ起立姿勢の長方形断面を有する複数の長尺平行
縦通材と、上記各縦通材を縦方向の設定スパンにてそれ
ぞれスロットを通して相貫的に嵌着され互いに平行的に
横方向に延びるT字型断面の複数の平行横桁とからな
格子構造の同一水平面上にある下端を水平外板の上面に
固着してなる船体外板構造において、その各縦通材を横
桁支持位置でそれぞれ最大高とし、その縦方向スパン中
央で横桁支持位置での高さより低い高さの極大値を有す
るとともに、同スパンの両端から若干中央寄りの2位置
でそれぞれ極小値を有するように上端高さが滑らかに変
化する異形W字状の上端曲線を有する縦通材としたこと
を特徴とする。
To this end, the invention according to claim 1 provides a plurality of long parallel stringers each having a rectangular cross section in an upright posture that extends in the vertical direction in parallel at a set span in the horizontal direction, Ru <br/> grid name and a plurality of parallel cross beams of T-shaped cross section extending in the phase transmural manner fitted to parallel to the transverse direction from each other through the respective slots each stringer at vertical setting span In a hull skin structure in which the lower end of the structure on the same horizontal plane is fixed to the upper surface of a horizontal skin, each stringer is set to the maximum height at the cross girder support position, and the girder is supported at the longitudinal span center. The upper end curve of the deformed W shape that has the maximum value of the height lower than the height at the position and also has the minimum value at the two positions slightly closer to the center from both ends of the same span has the upper end height changing smoothly. Characterized by having a stringer

【0006】また、請求項2の発明は、請求項1におい
て、その縦通材の横桁支持位置からそれぞれ縦方向スパ
ン長さの15%〜25%離れた位置にそれぞれその極小
値を有する異形W字状の上端線を有することを特徴とす
る。
The invention according to claim 2 is the variant according to claim 1, which has a minimum value at a position separated by 15% to 25% of the longitudinal span length from the cross girder supporting position of the stringer. It is characterized by having a W-shaped upper end line.

【0007】[0007]

【作用】このような構造によれば、縦通材の上端線は下
端線に対して平行ではなくなり、そのスパン間の形状は
異形W字状をなす。したがって、そのスパン内の側面は
縦長長方形ではなく、これに内接する異形W字状の上端
線を有する異形長方形となり、慣用の縦通材に比べてか
なり贅肉を除去した軽量のものとなる。
According to such a structure, the upper end line of the stringer is not parallel to the lower end line, and the shape between the spans is a modified W-shape. Therefore, the side surface in the span is not a vertically long rectangular shape, but a modified rectangular shape having an inscribed W-shaped upper end line inscribed therein, which is lighter than the conventional stringer with considerably less bulkiness.

【0008】[0008]

【実施例】本発明の一実施例を図面について説明する
と、図1はその縦通材の一部を示す側面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, an embodiment of the present invention will be described. FIG. 1 is a side view showing a part of the stringer.

【0009】上図において、図2〜図5と同一の符号は
それぞれ同図と同一の部材を示し、本発明構造が図2の
構造と相異するところはその縦通材の高さを偏平異形W
字状の波形をなすように形成したことにある。
In the above drawing, the same reference numerals as those in FIGS. 2 to 5 indicate the same members as those in the same drawings, and where the structure of the present invention differs from that of FIG. 2, the height of the stringer is flat. Variant W
It is formed so as to form a V-shaped waveform.

【0010】すなわち、図1において、本発明に係る縦
通材10aはその断面形状を縦長長方形断面を有する帯
板方式として、帯板の上端の高さをそのスパン方向に異
形W字状に変化させる。すなわち、帯板の上端の高さを
スパンの両端の横桁支持位置でそれぞれ最大高さとし、
スパン中央では横桁支持位置よりは低い高さの極大値を
有し、横桁支持位置からスパン長さの15%〜25%離
れた位置ではそれぞれ高さが最小値(極小値でもある)
を有するように高さ分布を与える。ここで、帯板の高さ
は滑らかにW字状をなして変化するものとする。
That is, referring to FIG. 1, the stringer 10a according to the present invention uses a strip plate system having a vertically long rectangular cross section, and changes the height of the upper end of the strip plate into a deformed W shape in the span direction. Let That is, the height of the upper end of the strip is the maximum height at the cross girder support positions at both ends of the span,
At the center of the span, there is a maximum value that is lower than the horizontal girder support position, and the height is the minimum value (also the minimum value) at a position 15% to 25% of the span length away from the horizontal girder support position.
Gives the height distribution so that Here, it is assumed that the height of the strip changes smoothly in a W shape.

【0011】外板13には面外圧のみが作用し、縦通材
10aの軸引張り力が存在しない場合には、図5に示す
ように、帯板高さの最小値は横桁支持位置からスパンの
約21.1%だけ離れた位置が最適解として理論的に与
えられる。これに対して、面外圧と軸引張り力が重畳し
て作用する船体の一般部材においては、この2つの荷重
の割合に応じて0.15s〜0.35s(sはスパン長
さ)の範囲で最適解が存在する。したがって、ありうる
荷重割合の変化すべてに対応するためには0.15s〜
0.35sの範囲の値を選び、最適ではないがこれに準
ずる寸法配置とすることにより、従来方式よりも軽量化
と経済性の向上とを達成できる。
When only the out-of-plane pressure acts on the outer plate 13 and the axial tension of the stringer 10a does not exist, as shown in FIG. 5, the minimum value of the strip height is from the cross girder support position. Positions separated by about 21.1% of the span are theoretically given as the optimal solution. On the other hand, in the general member of the hull in which the out-of-plane pressure and the axial tensile force are superposed on each other, in the range of 0.15 s to 0.35 s (s is the span length) depending on the ratio of these two loads. There is an optimal solution. Therefore, in order to deal with all possible changes in the load ratio, 0.15 s ~
By selecting a value in the range of 0.35 s and arranging the dimensions according to this, although not optimal, it is possible to achieve weight reduction and improvement in economy as compared with the conventional method.

【0012】本発明構造における縦通材10aの高さh
は長手方向の位置を表す座標xを用いて、次の式(1)
で示すことができる。 h(x)=α−β(x/1)2δ+β(x/1)2δ ,(0≦x≦lの時)・・・(1) ここで、s:横桁スパン x=0及びx=l:横桁の位置 α,β,δ:未定定数(但しγ>0とする) である。
The height h of the stringer 10a in the structure of the present invention.
Is the following formula (1) using the coordinate x that represents the position in the longitudinal direction.
Can be shown as h (x) = α−β (x / 1) 2 δ + β (x / 1) 2 δ, (when 0 ≦ x ≦ l) (1) where s: transverse beam span x = 0 and x = 1: horizontal position α, β, δ: undetermined constant (provided that γ> 0).

【0013】ただし、前述の式(1)及び下式(2)で
示した条件に従い、未定定数には次の制約が課せられ
る。 α>0かつβ>0 ・・・・・(2) 0.250>γ>0.1827 ・・・・・(3) α,βの具体的な値は、横桁位置(x=0又はs)にお
いて縦通材10aと外板13より構成される梁断面に対
して面外圧と軸力が重畳した外荷重条件における発生応
力が、丁度、許容応力に一致する条件と、横桁位置(x
=0又はs)では発生応力(σ)の長手方向変化が無い
条件 (dσ/dx) at x=0 =0 又は、 (dδ/dx) at x=s =0 から決められる。
However, the following restrictions are imposed on the undetermined constants in accordance with the conditions shown in the above equations (1) and (2). α> 0 and β> 0 (2) 0.250>γ> 0.1827 (3) Specific values of α and β are the horizontal position (x = 0 or In (s), the generated stress under the external load condition in which the out-of-plane pressure and the axial force are superposed on the beam cross section constituted by the stringer 10a and the outer plate 13 is exactly the same as the allowable stress, and the transverse beam position ( x
= 0 or s), it is determined from the condition (dσ / dx) at x = 0 = 0 or (dδ / dx) at x = s = 0 that the generated stress (σ) does not change in the longitudinal direction.

【0014】なお、本発明構造では鋼材の降伏を阻止す
るための許容応力を満足しつつ、従来構造よりも軽量化
することができる。
In the structure of the present invention, the weight can be reduced as compared with the conventional structure while satisfying the allowable stress for preventing the yielding of the steel material.

【0015】[0015]

【発明の効果】このような縦通材によれば、その上端線
を異形W字状の波形としたことで、かなりの軽量化が可
能となり、つまり、外板構造全体のコスト低減ができ
る。
According to such a stringer, since the upper end line thereof is formed into a wavy shape with a deformed shape, the weight can be considerably reduced, that is, the cost of the entire outer plate structure can be reduced.

【0016】要するに請求項1の発明によれば、横方向
の設定スパンにて平行的に縦方向に延びるそれぞれ起立
姿勢の長方形断面を有する複数の長尺平行縦通材と、上
記各縦通材を縦方向の設定スパンにてそれぞれスロット
を通して相貫的に嵌着され互いに平行的に横方向に延び
るT字型断面の複数の平行横桁とからな格子構造の同
一水平面上にある下端を水平外板の上面に固着してなる
船体外板構造において、その各縦通材を横桁支持位置で
それぞれ最大高とし、その縦方向スパン中央で横桁支持
位置での高さより低い高さの極大値を有するとともに、
同スパンの両端から若干中央寄りの2位置でそれぞれ極
小値を有するように上端高さが滑らかに変化する異形W
字状の上端曲線を有する縦通材としたことにより、軽量
で経済的な船体外板構造を得るから、本発明は産業上極
めて有益なものである。
In summary, according to the first aspect of the invention, a plurality of long parallel stringers each having a rectangular cross section in an upright posture extending in parallel in the vertical direction at a set span in the horizontal direction, and the above stringers. the lower end with the at vertical setting span on the same horizontal plane of the Ru lattice structure name and a plurality of parallel cross beams of T-shaped cross-section, each extending in the phase transmural manner fitted to parallel to the transverse direction from each other through the slot In the hull skin structure that is fixed to the upper surface of the horizontal skin, the longitudinal members of the hull shall have the maximum height at the cross girder support position, and the height at the center of the longitudinal span shall be lower than the height at the cross girder support position. While having a maximum value,
Variant W whose top height changes smoothly so that it has local minimum values at two positions slightly closer to the center from both ends of the same span
The present invention is extremely useful industrially because a lightweight and economical hull skin structure can be obtained by using a stringer having a letter-shaped upper end curve.

【0017】請求項2の発明によれば、請求項1におい
て、その縦通材の横桁支持位置からそれぞれ縦方向スパ
ン長さの15%〜25%離れた位置にそれぞれその極小
値を有する異形W字状の上端線を有することにより、軽
量で経済的な船体外板構造を得るから、本発明は産業上
極めて有益なものである。
According to a second aspect of the present invention, in the first aspect, the variant having the minimum value at each position 15% to 25% of the longitudinal span length away from the cross girder supporting position of the stringer. By having a W-shaped upper end line, a lightweight and economical hull skin structure can be obtained, so the present invention is extremely useful in industry.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例の縦通材を示す側面図であ
る。
FIG. 1 is a side view showing a stringer according to an embodiment of the present invention.

【図2】従来の船体外板の内面構造を示す斜視図であ
る。
FIG. 2 is a perspective view showing an inner surface structure of a conventional hull skin plate.

【図3】図2の縦通材の一例のT字型縦通材を示す断面
図である。
FIG. 3 is a cross-sectional view showing a T-shaped stringer as an example of the stringer of FIG.

【図4】図3とは異なるフェース材なしの縦通材を示す
断面図である。
FIG. 4 is a sectional view showing a stringer without a face member, which is different from FIG.

【図5】図1の外板構造に作用するモーメントを示す図
である。
5 is a diagram showing a moment acting on the outer plate structure of FIG. 1. FIG.

【符号の説明】[Explanation of symbols]

10a 縦通材 11 横桁 13 外板 20 フェース 22 帯板 s 横桁スパン 10a Longitudinal material 11 horizontal girders 13 outer plate 20 faces 22 strip s transverse span

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 横方向の設定スパンにて平行的に縦方向
に延びるそれぞれ起立姿勢の長方形断面を有する複数の
長尺平行縦通材と、上記各縦通材を縦方向の設定スパン
にてそれぞれスロットを通して相貫的に嵌着され互いに
平行的に横方向に延びるT字型断面の複数の平行横桁と
からな格子構造の同一水平面上にある下端を水平外板
の上面に固着してなる船体外板構造において、その各縦
通材を横桁支持位置でそれぞれ最大高とし、その縦方向
スパン中央で横桁支持位置での高さより低い高さの極大
値を有するとともに、同スパンの両端から若干中央寄り
の2位置でそれぞれ極小値を有するように上端高さが滑
らかに変化する異形W字状の上端曲線を有する縦通材と
したことを特徴とする船体外板構造。
1. A plurality of long parallel stringers each having a rectangular cross section in an upright posture extending in a vertical direction in parallel with a set span in the horizontal direction, and each of the stringers in a set span in the vertical direction. each fixing a lower end on the same horizontal plane phase transmural manner fitted to the lattice structure ing of a plurality of parallel cross beams of T-shaped cross-section extending parallel to the transverse direction from each other through the slot on the upper surface of the horizontal outer plate In the hull skin structure, the maximum length of each stringer is at the cross girder support position, and the vertical span center has a maximum value of a height lower than the height at the cross girder support position and the same span. The outer shell structure of the hull is characterized by being a stringer having a deformed W-shaped upper end curve in which the upper end height smoothly changes so as to have minimum values at two positions slightly closer to the center from both ends of the.
【請求項2】 請求項1において、その縦通材の横桁支
持位置からそれぞれ縦方向スパン長さの15%〜25%
離れた位置にそれぞれその極小値を有する異形W字状の
上端線を有することを特徴とする船体外板構造。
2. The method according to claim 1, wherein 15% to 25% of the longitudinal span length from the cross girder support position of the stringer.
A hull skin structure characterized by having a modified W-shaped upper end line each having its minimum value at distant positions.
JP04229895A 1995-02-07 1995-02-07 Hull skin structure Expired - Fee Related JP3392565B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04229895A JP3392565B2 (en) 1995-02-07 1995-02-07 Hull skin structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04229895A JP3392565B2 (en) 1995-02-07 1995-02-07 Hull skin structure

Publications (2)

Publication Number Publication Date
JPH08207882A JPH08207882A (en) 1996-08-13
JP3392565B2 true JP3392565B2 (en) 2003-03-31

Family

ID=12632129

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04229895A Expired - Fee Related JP3392565B2 (en) 1995-02-07 1995-02-07 Hull skin structure

Country Status (1)

Country Link
JP (1) JP3392565B2 (en)

Also Published As

Publication number Publication date
JPH08207882A (en) 1996-08-13

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