JPH0452151Y2 - - Google Patents

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Publication number
JPH0452151Y2
JPH0452151Y2 JP10584985U JP10584985U JPH0452151Y2 JP H0452151 Y2 JPH0452151 Y2 JP H0452151Y2 JP 10584985 U JP10584985 U JP 10584985U JP 10584985 U JP10584985 U JP 10584985U JP H0452151 Y2 JPH0452151 Y2 JP H0452151Y2
Authority
JP
Japan
Prior art keywords
upper deck
inner plate
transverse beam
stress
bracket
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
Application number
JP10584985U
Other languages
Japanese (ja)
Other versions
JPS6213793U (en
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 filed Critical
Priority to JP10584985U priority Critical patent/JPH0452151Y2/ja
Publication of JPS6213793U publication Critical patent/JPS6213793U/ja
Application granted granted Critical
Publication of JPH0452151Y2 publication Critical patent/JPH0452151Y2/ja
Expired legal-status Critical Current

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Jib Cranes (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 本考案は船体構造に関するものである。[Detailed explanation of the idea] Industrial applications The present invention relates to ship structure.

従来の技術 従来の上甲板横桁と上部ウイングタンク相互の
固着部の構造を第6図に基づき説明する。1は上
部ウイングタンク2の船首尾方向の内側板であ
り、該タンク2の上部で垂直方向に立ち上つて上
甲板3の下面に直角に固着されている。4は上甲
板3上面に設けられた上甲板横桁であり、上部ウ
イングタンク2内の横フレーム5に対応してその
直上に配置されている。6はブラケツトであり、
上甲板3上面で内側板1の延長線上に配置され、
上甲板3および上甲板横桁4のウエブに固着され
ている。
BACKGROUND TECHNOLOGY The structure of the fixing portion between the upper deck transverse beam and the upper wing tank will be explained based on FIG. 6. Reference numeral 1 designates an inner plate of the upper wing tank 2 in the bow and stern direction, which stands up vertically at the upper part of the tank 2 and is fixed to the lower surface of the upper deck 3 at right angles. Reference numeral 4 denotes an upper deck cross beam provided on the upper surface of the upper deck 3, and is arranged directly above the horizontal frame 5 in the upper wing tank 2 in correspondence with it. 6 is a bracket;
It is arranged on the upper surface of the upper deck 3 on the extension line of the inner board 1,
It is fixed to the web of the upper deck 3 and the upper deck transverse beam 4.

考案が解決しようとする問題点 上記従来構成によれば、内側板1と上甲板横桁
4とが交差するA点は形状的にも応力集中が生ず
る所であるが、更に上部ウイングタンクの捩り剛
性に起因して内側板からA点に流入する反力がこ
れを助長する作用をしており第6図のようにBA
の延長線方向にブラケツト6を設けて内側板1上
の上甲板3と上甲板横桁4のウエブとに固着して
強度的補強を行なつても、応力集中を避け得ない
問題点があつた。
Problems to be Solved by the Invention According to the above conventional configuration, stress concentration occurs at point A where the inner plate 1 and the upper deck transverse beam 4 intersect due to the shape, but in addition, the torsion of the upper wing tank The reaction force flowing from the inner plate to point A due to rigidity acts to promote this, and as shown in Figure 6, BA
Even if the brackets 6 are provided in the direction of the extension line and fixed to the upper deck 3 on the inner plate 1 and the web of the upper deck transverse beam 4 for strength reinforcement, there is a problem that stress concentration cannot be avoided. Ta.

本考案は上記問題点を解決するもので、上部ウ
イングタンクの内側板による上甲板横桁への応力
集中を緩和し、作用応力を著しく低減させること
のできる船体構造を提供する事を目的とする。
The present invention is intended to solve the above problems, and aims to provide a hull structure that can reduce the stress concentration on the upper deck transverse beam due to the inner plate of the upper wing tank and significantly reduce the applied stress. .

問題点を解決するための手段 上記問題点を解決するために本考案は、上部ウ
イングタンクを有し上甲板上面に上甲板横桁を設
けた船舶において、前記上部ウイングタンクの内
側板を該内側板の上端ほど船幅方向内側に位置す
るように傾斜させて上甲板下面に固着し、前記内
側板の傾斜方向の延長線上に、同方向に傾斜した
ブラケツトを前記上甲板および前記上甲板横桁の
ウエブに固定して設けた構成にしたものである。
Means for Solving the Problems In order to solve the above problems, the present invention provides a ship with an upper wing tank and an upper deck transverse beam provided on the upper surface of the upper deck. The plate is inclined so that the upper end of the plate is positioned inward in the ship width direction and is fixed to the lower surface of the upper deck, and on the extension line of the inclination direction of the inner plate, a bracket inclined in the same direction is attached to the upper deck and the upper deck transverse girder. The structure is such that it is fixed to the web of the web.

作 用 上記構成において、内側板を傾斜させ、その延
長線上にブラケツトを傾斜して設けることによ
り、内側板により上甲板横桁下端に加えられる集
中応力は、傾斜ブラケツトと上甲板の2方向に沿
つて有効に分散され、作用応力は著しく低減せし
められ、集中応力は緩和される。
Effect In the above configuration, by tilting the inner plate and arranging the bracket on the extension line thereof, the concentrated stress applied to the lower end of the upper deck transverse beam by the inner plate is reduced along the two directions of the inclined bracket and the upper deck. The stress is effectively distributed, the applied stress is significantly reduced and the concentrated stress is relaxed.

実施例 以下本考案の一実施例を図面に基づいて説明す
る。第1図は本考案の一実施例を示す斜視図、第
2図は第1図のX−X矢視図、第3図は第2図の
Y−Y矢視図である。第1図〜第3図において、
11は上部ウイングタンク12の内側板であり、
上甲板13の下面に傾斜角度θをもつて固着され
ている。14は上甲板13上面に設けられた上甲
板横桁であり、上部ウイングタンク12内の横フ
レーム15に対応してその直上に配置されてい
る。16は上甲板13上に設けられるブラケツト
であり、内側板11の傾斜方向の延長線上で、同
方向に傾斜して配置され、上甲板13および上甲
板横桁14のウエブに固着されている。
Embodiment An embodiment of the present invention will be described below based on the drawings. FIG. 1 is a perspective view showing an embodiment of the present invention, FIG. 2 is a view taken along the line X--X in FIG. 1, and FIG. 3 is a view taken along the Y-Y arrow in FIG. In Figures 1 to 3,
11 is the inner plate of the upper wing tank 12;
It is fixed to the lower surface of the upper deck 13 at an inclination angle θ. Reference numeral 14 denotes an upper deck cross beam provided on the upper surface of the upper deck 13, and is arranged directly above the horizontal frame 15 in the upper wing tank 12. Reference numeral 16 denotes a bracket provided on the upper deck 13, which is arranged on an extension line of the inclination direction of the inner plate 11 so as to be inclined in the same direction, and is fixed to the webs of the upper deck 13 and the upper deck transverse beam 14.

上記構成において、内側板11により上甲板横
桁14下端に加えられる集中応力は鉛直線と水平
線の中間の角度方向に作用しており、傾斜角θを
もつて傾斜する内側板11の延長線上で同方向に
傾斜するブラケツト16及び上甲板13面上に沿
つて有効に分散されるので、従来の垂直ブラケツ
トの場合より、作用応力が著しく低減せしめら
れ、集中応力は緩和されるものであり、傾斜角θ
が大きな鈍角であるある程、その度合は大きい。
In the above configuration, the concentrated stress applied to the lower end of the upper deck transverse beam 14 by the inner plate 11 acts in an angular direction between the vertical line and the horizontal line, and is applied on the extension line of the inner plate 11 that is inclined at an inclination angle θ. Since the stress is effectively distributed along the surface of the bracket 16 and upper deck 13 which are inclined in the same direction, the applied stress is significantly reduced and the concentrated stress is alleviated compared to the case of a conventional vertical bracket. angle θ
The larger the obtuse angle, the greater the degree.

第4図a,bは本考案の一実施例および従来の
構造のA点まわりの上甲板横桁14と横フレーム
15における局部主応力の解析結果を示すもので
ある。第4図bに示されるようにA点まわりの集
中応力は水平線に対し概略45°の方向に傾斜して
おり、本考案の構造では、第4図aのように傾斜
した内側板及びその延長線上のブラケツトにより
A点まわりの局部主応力は減少し、従来の上甲板
横桁での最大値が31Kg/mm2であつたものが、本考
案では21Kg/mm2に減少している。
FIGS. 4a and 4b show the analysis results of local principal stress in the upper deck transverse beam 14 and the transverse frame 15 around point A in an embodiment of the present invention and a conventional structure. As shown in Figure 4b, the concentrated stress around point A is inclined at an angle of approximately 45° with respect to the horizontal line. The linear bracket reduces the local principal stress around point A, and the maximum value in the conventional upper deck transverse beam was 31 kg/mm 2 , but in the present invention it has been reduced to 21 kg/mm 2 .

第5図は両構造における上甲板横桁下端(上甲
板との取り合い部)における主応力分布をA点を
中心に示したものであり、縦軸に主応力σと鋼材
の規格降状応力σYとの比をとつて表わしており、
実線は従来構造、破線は本考案構造の特性曲線を
示す。第5図より明らかなように、本考案構造の
曲線は、従来構造の曲線に比較して、A点および
A点近傍の上甲板横桁下端の主応力の減少を示し
ている。
Figure 5 shows the principal stress distribution at the lower end of the upper deck transverse beam (joint part with the upper deck) in both structures, centered on point A. The vertical axis shows the principal stress σ and the standard descending stress σ of the steel material. It is expressed by taking the ratio with Y ,
The solid line shows the characteristic curve of the conventional structure, and the broken line shows the characteristic curve of the structure of the present invention. As is clear from FIG. 5, the curve of the structure of the present invention shows a decrease in the principal stress at point A and the lower end of the upper deck transverse beam near point A, compared to the curve of the conventional structure.

考案の効果 以上述べたごとく本考案の構造によれば、上部
ウイングタンクの内側板を傾斜させ、その延長線
上にブラケツトを傾斜して設けて、上甲板横桁の
ウエブに固着するので、内側板により上甲板横桁
下端に加えられる集中応力は、傾斜ブラケツトに
沿つて分散され緩和される。
Effects of the Invention As described above, according to the structure of the present invention, the inner plate of the upper wing tank is inclined, and the bracket is provided at an angle on the extension line, and is fixed to the web of the upper deck transverse beam. The concentrated stress applied to the lower end of the upper deck transverse beam is distributed and relieved along the inclined bracket.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例を示す斜視図、第2
図は第1図のX−X矢視図、第3図は第2図のY
−Y矢視図、第4図a,bは本考案および従来例
におけるA点まわりの局部主応力の解析図、第5
図は本考案および従来例における上甲板横桁下端
の主応力分布図、第6図は従来構造を示す斜視図
である。 11……内側板、12……上部ウイングタン
ク、13……上甲板、14……上甲板横桁、15
……横フレーム、16……ブラケツト。
Fig. 1 is a perspective view showing one embodiment of the present invention;
The figure is the X-X arrow view in Figure 1, and the figure 3 is Y in Figure 2.
-Y arrow view, Figures 4a and b are analytical diagrams of local principal stress around point A in the present invention and the conventional example, Figure 5
The figure is a principal stress distribution diagram of the lower end of the upper deck transverse beam in the present invention and the conventional example, and FIG. 6 is a perspective view showing the conventional structure. 11...Inner plate, 12...Upper wing tank, 13...Upper deck, 14...Upper deck transverse beam, 15
...Horizontal frame, 16...Bracket.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上部ウイングタンクを有し、上甲板上面に上甲
板横桁を設けた船において、前記上部ウイングタ
ンクの内側板を該内側板の上端ほど船幅方向内側
に位置するように傾斜させて上甲板下面に固着
し、前記内側板の傾斜方向の延長線上に、同方向
に傾斜したブラケツトを前記上甲板および前記上
甲板横桁のウエブに固定して設けたことを特徴と
する船体構造。
In a ship having an upper wing tank and having an upper deck transverse beam provided on the upper surface of the upper deck, the inner plate of the upper wing tank is inclined so that the upper end of the inner plate is positioned inward in the ship width direction to improve the lower surface of the upper deck. A hull structure characterized in that a bracket is fixed to the upper deck and the web of the upper deck transverse beam and provided on an extension line of the inclination direction of the inner plate and inclined in the same direction.
JP10584985U 1985-07-11 1985-07-11 Expired JPH0452151Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10584985U JPH0452151Y2 (en) 1985-07-11 1985-07-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10584985U JPH0452151Y2 (en) 1985-07-11 1985-07-11

Publications (2)

Publication Number Publication Date
JPS6213793U JPS6213793U (en) 1987-01-27
JPH0452151Y2 true JPH0452151Y2 (en) 1992-12-08

Family

ID=30980664

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10584985U Expired JPH0452151Y2 (en) 1985-07-11 1985-07-11

Country Status (1)

Country Link
JP (1) JPH0452151Y2 (en)

Also Published As

Publication number Publication date
JPS6213793U (en) 1987-01-27

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