JPH06234389A - Longitudinal member penetration part structure in ship - Google Patents

Longitudinal member penetration part structure in ship

Info

Publication number
JPH06234389A
JPH06234389A JP5023945A JP2394593A JPH06234389A JP H06234389 A JPH06234389 A JP H06234389A JP 5023945 A JP5023945 A JP 5023945A JP 2394593 A JP2394593 A JP 2394593A JP H06234389 A JPH06234389 A JP H06234389A
Authority
JP
Japan
Prior art keywords
slot
web
longe
shape
face plate
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.)
Granted
Application number
JP5023945A
Other languages
Japanese (ja)
Other versions
JP2559965B2 (en
Inventor
Sadahiro Okada
節博 岡田
Shinichi Nakamura
真一 中村
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.)
Kawasaki Heavy Industries Ltd
Original Assignee
Kawasaki 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 Kawasaki Heavy Industries Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP5023945A priority Critical patent/JP2559965B2/en
Priority to KR1019930010302A priority patent/KR970010821B1/en
Publication of JPH06234389A publication Critical patent/JPH06234389A/en
Application granted granted Critical
Publication of JP2559965B2 publication Critical patent/JP2559965B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • B63B3/34Frames of longitudinal type; Bulkhead connections
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B19/00Arrangements or adaptations of ports, doors, windows, port-holes, or other openings or covers
    • 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 
    • B63B71/00Designing vessels; Predicting their performance

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Surgical Instruments (AREA)

Abstract

PURPOSE:To provide longitudinal member penetration part structuring allowing field mandays to be reduced by a large margin by improving the shape of an open type slot opened to a part where a longitudinal member penetrates a main frame, a bulkhead, or the like so as to relax the stress of the slot hole edge part, thereby disusing a stifferner heretofore in need. CONSTITUTION:This open-type slot structure is opened to a main frame, a bulkhead 4, or the like in such a way as to surround a web 1 and a face plate 2 in an inverted L-shape when a longitudinal member consisting of the web 1 and the face plate 2 passes through the main frame, bulkhead 4 or the like. In this case, the shape of a slot 5 toward the web 1 side from the vicinity of the level of the face plate 2 on the closed side of the slot 5 is formed into approximately elliptic shape with a major axis P inclined in such a way as to intersect the web 1, and the lower end part of the slot 5 has fixed gouging depth.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、船体の長手方向に導
設される縦通部材のようなウエブとフェースプレートか
らなる防撓材(以下、「ロンジ」という)が大骨、隔壁
等を貫通する部分の貫通部構造に係り、詳しくはこの貫
通部に開孔するオープンタイプのスロット形状の改良に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stiffener (hereinafter referred to as "longe") composed of a web and a face plate, such as a longitudinal member guided in the longitudinal direction of a hull, to prevent large bones, bulkheads, etc. The present invention relates to a structure of a penetrating portion of a penetrating portion, and more particularly, to improvement of an open type slot shape having a hole in the penetrating portion.

【0002】[0002]

【従来の技術】船舶の船体構造は、図5の船体中央横断
面図(左右舷対称)に示す如く船体の例えばバルクキャ
リアの船艙部では、上甲板9、船側外板10、船底外板
3からなる横断面形状が形成され、船体を斜めに仕切る
縦通隔壁11が船長方向に延設され、また、船長方向に
は図示するような大骨(ウエブ、トランス)4や船艙を
前後に仕切る隔壁等(図示せず)が一定間隔で配設され
ている。そして上甲板9にはデッキロンジL1 、船側外
板10にはサイドロンジL2 、船底外板3にはボットム
ロンジL、さらに縦通隔壁11にもサイドロンジL3
各大骨4を貫通して船長方向に延設されており、縦通隔
壁11等とともに船体の縦強度メンバーを構成してい
る。なお、8は内底板を示す。
2. Description of the Related Art A hull structure of a ship is shown in FIG. 5, which is a horizontal cross-sectional view of the center of the hull (left and right side symmetry). For example, in the hull portion of a bulk carrier of the hull, an upper deck 9, a side shell 10 and a bottom shell 3 A cross-sectional shape is formed, and a longitudinal partition wall 11 that divides the hull diagonally is extended in the ship length direction. In addition, in the ship length direction, the large bones (webs, transformers) 4 and ship barges that are shown in the figure are partitioned back and forth. Partition walls and the like (not shown) are arranged at regular intervals. Then, the deck longe L 1 is on the upper deck 9, the side longe L 2 is on the side shell 10, the bottom longon L is on the bottom shell 3, and the side longe L 3 is also on the longitudinal bulkhead 11, passing through each major bone 4 in the ship length direction. And extends along with the longitudinal partition wall 11 and the like to form a longitudinal strength member of the hull. In addition, 8 shows an inner bottom plate.

【0003】図6はこれらロンジの大骨、非水密隔壁等
(以下、これらを総称して単に「大骨」という)におけ
る貫通部構造のうち、T型のボットムロンジLの貫通部
構造を代表例としてその要部斜視図を示したものであ
る。以下、デッキロンジL1 サイドロンジL2 、L3
ボットムロンジL等を総括して単にロンジLという。す
なわち、図6において船底外板3に立設されている大骨
4におけるロンジ貫通部にはウエブ1とフェースプレー
ト2とからなるロンジLが貫通して設けられている。特
に、ロンジLのフェースプレート2上には船底外板3か
らの荷重をロンジLを介して大骨4にスムーズに伝達す
るためのスチフナ7が設けられている。この種先行技術
としては、例えば特開昭51-20390号公報、実開平1-1411
93号公報、実開平2-40696 公報がある。
FIG. 6 shows a typical example of a T-type Bottomlongie L through-hole structure among the through-hole structures in the large bones, non-watertight bulkheads, etc. of these longies (hereinafter collectively referred to simply as "large bones"). As a result, a perspective view of a main part thereof is shown. Below, deck longe L 1 side longe L 2 , L 3 ,
Botmuronge L and the like are collectively referred to simply as Ronge L. That is, in FIG. 6, a longe L composed of the web 1 and the face plate 2 is provided so as to penetrate through the longe penetration portion of the large bone 4 standingly provided on the bottom plate 3 of the ship. In particular, a stiffener 7 is provided on the face plate 2 of the longe L for smoothly transmitting the load from the bottom plate 3 of the ship to the large bone 4 via the longe L. Examples of this type of prior art include, for example, JP-A-51-20390 and Japanese Utility Model Publication No. 1-1411.
There are 93 and Japanese Utility Model Laid-Open No. 2-40696.

【0004】図7(a) は実開平1-141193号公報にも開示
されているロンジ貫通部の一般的なスロット形状を示す
正面図である。ロンジ貫通部の大骨4には、ロンジLの
フェースプレート2とウエブ1を取り囲むような逆L形
スロット5が開孔されている。このスロット5は、いわ
ゆるオープンタイプのスロットといわれるもので、図上
ロンジウエブ1を挟んで左側はクローズ側と称し、フェ
ースプレート2を取り囲むような直線と円弧で構成さ
れ、右側はオープン側と称し、フェースプレート2から
ウエブ1にかけてウエブ1と平行に外板3まで直線的な
スロットが開孔しているタイプである。ウエブ1と外板
3の溶着部には半円形状のスカラップ6が開孔している
場合もある。これらのスロット5はロンジLの貫通を可
能にする等のために設けられたものである。なお、貫通
部の構造として上記のオープンタイプの他に図7(b)に示
すスリットタイプのスロットがある。
FIG. 7 (a) is a front view showing a general slot shape of a longe penetration portion disclosed in Japanese Utility Model Laid-Open No. 1-141193. An inverted L-shaped slot 5 that surrounds the face plate 2 and the web 1 of the longe L is opened in the large bone 4 of the longe penetration portion. This slot 5 is a so-called open type slot. The left side of the figure with the longiweb 1 in between is called the closed side, and it is composed of straight lines and arcs surrounding the face plate 2, and the right side is called the open side. This is a type in which a linear slot is opened from the face plate 2 to the web 1 in parallel with the web 1 to the outer plate 3. A semicircular scallop 6 may be opened in the welded portion of the web 1 and the outer plate 3. These slots 5 are provided to enable the penetration of the longe L and the like. In addition to the above open type, there is a slit type slot shown in FIG. 7 (b) as the structure of the penetrating portion.

【0005】[0005]

【発明が解決しようとする課題】図7(a) のオープンタ
イプのスロットの場合、図3(a) のような応力分布(点
線)を呈しており、スロット5の孔縁5aにおいて、ウ
エブ1と直交する位置Gで応力が高くなると共に、フェ
ースプレート2のレベル付近における曲率半径の小さい
円弧部分Fの孔縁の応力が高くなり、ここにいわゆる応
力集中が生じている。これは、船底からの荷重をロンジ
Lを介して大骨4へ伝達する場合、その荷重の流れ(矢
印で示す)がスムーズでないため(特にオープンタイプ
のスロットの場合にはウエブ1の右側において大骨4へ
伝達される荷重の流れがないためこの傾向が顕著とな
る)、またウエブ1と大骨4と交差する部分がソフト形
状になっていないために発生するものと考えられる。
In the case of the open type slot shown in FIG. 7 (a), the stress distribution (dotted line) shown in FIG. 3 (a) is exhibited, and at the hole edge 5a of the slot 5, the web 1 As the stress increases at a position G orthogonal to, the stress at the hole edge of the arc portion F having a small radius of curvature near the level of the face plate 2 also increases, and so-called stress concentration occurs here. This is because when the load from the bottom of the ship is transmitted to the large bone 4 via the longe L, the flow of the load (indicated by an arrow) is not smooth (especially in the case of an open type slot, the load is large on the right side of the web 1). This tendency is remarkable because there is no flow of the load transmitted to the bone 4), and it is considered that this occurs because the portion where the web 1 and the large bone 4 intersect is not in a soft shape.

【0006】そこで、従来は、このようなスロット部で
の応力集中を緩和するために、図6に示すようなスチフ
ナ7を設けている。つまり、このスチフナ7の下端はロ
ンジLのフェースプレート2上に、側端は大骨4に溶着
してある。スチフナ7は、ロンジLに作用する荷重の一
部を矢印の如く、このスチフナ7を通じて大骨4に伝達
してスロット孔縁の応力集中を緩和するものである。こ
のスチフナ7は、大骨4側に予め小組の段階で自動溶接
にて取り付けることも可能であるが、ロンジLのフェー
スプレート2側は工作面の都合でロンジ挿入後現場作業
員の手でひとつひとつ溶接して取り付けられており、そ
の数も船全体でみれば非常に多いために膨大な工数を必
要としている。
Therefore, conventionally, a stiffener 7 as shown in FIG. 6 is provided in order to reduce the stress concentration in such a slot portion. That is, the lower end of the stiffener 7 is welded to the face plate 2 of the longe L, and the side end thereof is welded to the large bone 4. The stiffener 7 transmits a part of the load acting on the longe L to the large bone 4 through the stiffener 7 as indicated by an arrow to relieve the stress concentration at the slot hole edge. This stiffener 7 can be attached to the large bone 4 side in advance by automatic welding in the stage of small assembly, but the face plate 2 side of the longe L is inserted one by one by the site worker after inserting the longe because of the work surface. They are attached by welding, and the number of them is very large for the entire ship, which requires enormous man-hours.

【0007】ところが、スチフナ7を設けたために、却
ってロンジLの応力分布は図4(a)に示すような悪い結
果となっている。すなわち、ロンジLの応力は、ロンジ
Lを支えている大骨4の箇所で曲げによる応力が一番大
きくなっており、この応力の一番高い所にスチフナ7が
取り付けられているために、スチフナ7の足元部分の2
か所に応力集中が発生している。そのため従来からこの
部分の損傷例が多く報告されている。
However, since the stiffener 7 is provided, the stress distribution of the longe L has a bad result as shown in FIG. 4 (a). That is, regarding the stress of the longe L, the stress due to bending is the largest at the place of the large bone 4 supporting the longe L, and the stiffener 7 is attached to the place where this stress is the highest. 2 at the foot of 7
Stress concentration is occurring in some places. Therefore, many examples of damage to this part have been reported conventionally.

【0008】このようにスロット部分の応力集中緩和の
ために設けたスチフナ7が、却ってロンジLやスチフナ
7の損傷事故発生の原因となっているうえに、かかるス
チフナ7は図5の船体中央横断面にも示した如く、船全
体で非常に数が多いことから、この溶接作業に膨大な現
場工数を要していた。
The stiffener 7 thus provided for alleviating the stress concentration in the slot portion causes the accident of damage to the longe L and the stiffener 7, and the stiffener 7 crosses the center of the hull in FIG. As shown in the figure, since the number of ships is extremely large, this welding work requires a huge number of on-site man-hours.

【0009】かかる現状に鑑み、本発明の目的は、オー
プンタイプのスロットの形状に改良を加えることによっ
て、この孔縁部分の応力集中の緩和を図って、従来必要
とされていたスチフナを廃止し、現場工数の大幅削減を
可能とするロンジ貫通部構造を提供することにある。
In view of the above situation, an object of the present invention is to improve the shape of an open type slot so as to alleviate the stress concentration at the hole edge portion and eliminate the stiffener which has been conventionally required. , To provide a longe penetration structure that enables a significant reduction in on-site man-hours.

【0010】[0010]

【課題を解決するための手段】上記目的達成のため、本
発明にかかる船舶におけるロンジ貫通部構造は、ウエブ
とフェースプレートからなるロンジが大骨、隔壁等を貫
通する際に該ウエブとフェースプレートを逆L形に取り
囲むように該大骨、隔壁等に開孔したオープンタイプの
スロット構造において、該スロットのクローズ側におけ
る該フェースプレートのレべル近傍からウエブ側に向か
うスロットの形状を該ウエブに交差するような傾斜した
長軸をもつ略楕円状に形成するとともに、該スロットの
下端部が一定のえぐり深さを有することを特徴とする。
In order to achieve the above-mentioned object, a longe penetration part structure in a ship according to the present invention has a web and a face plate when the longe consisting of the web and the face plate penetrates a large bone, a partition wall or the like. In an open type slot structure in which the large bones, partition walls, etc. are opened so as to surround the face in an inverted L shape, the shape of the slot from the vicinity of the level of the face plate toward the web side on the closed side of the slot is changed to the web side. It is characterized in that it is formed in a substantially elliptical shape having a slanted long axis that intersects with, and that the lower end portion of the slot has a constant gouging depth.

【0011】[0011]

【作用】上記オープンタイプのスロット構造において、
荷重の一部はロンジを介して直接クローズ側の大骨、隔
壁等に伝達される。その際、クローズ側のスロットの形
状がロンジのフェースプレートのレベル近傍からウエブ
側に向かってなだらかな曲線孔縁(曲率半径の大きい円
弧状)を呈する、ウエブと交差する傾斜した長軸をもつ
略楕円状になっているため、ここでの応力集中が緩和さ
れる。しかも、スロットの下端部が円弧状にえぐったよ
うな形状を有しているため大骨がロンジのウエブにソフ
ト形状に接続した形となり、ここでの応力集中も低減さ
れる。
[Operation] In the above open type slot structure,
Part of the load is directly transmitted to the large bones, the partition wall, etc. on the close side via the longe. At that time, the shape of the slot on the close side exhibits a gentle curved hole edge (arc shape with a large radius of curvature) from the vicinity of the level of the longe's face plate toward the web side, and has an inclined long axis intersecting the web. The elliptical shape relieves stress concentration here. Moreover, since the lower end portion of the slot has a shape like a circular arc, the large bone is connected to the web of the longe in a soft shape, and the stress concentration here is reduced.

【0012】スロット孔縁の応力集中が緩和されたこと
により従来必要としていたスチフナが廃止でき、その結
果ロンジのフェースプレート部分は溶接ビードもなく平
滑面となってここでの応力集中も同時に解消され、ロン
ジに作用する荷重が大骨等にスムーズに伝達されるよう
になる。
Since the stress concentration at the edge of the slot hole is relaxed, the stiffener, which has been conventionally required, can be eliminated. As a result, the face plate portion of the longe becomes a smooth surface without welding beads, and the stress concentration here is also eliminated. The load acting on the longe is smoothly transmitted to the large bones and the like.

【0013】[0013]

【実施例】以下、本発明の実施例を図面を参照しながら
説明する。図1は、T型のボットムロンジの貫通部構造
を代表例として示したもので、図はその貫通部の要部正
面図であって、太い実線部がスロットの孔縁形状を示し
ている。図において、ロンジLは、外板3等に立設した
ウエブ1と、このウエブ1に水平に固着したフェースプ
レート2とからなる。この図はT型ロンジを例示してい
るが、L型ロンジにも同様に適用できる。ロンジLが大
骨4を貫通するところには逆L形のオープンタイプのス
ロット5がロンジLを囲繞する如く開設されている。5
aはスロット5の孔縁を示す。図示するように、オープ
ンタイプのスロット5の形状は、クローズ側において直
線部A、円弧部B、楕円部Cおよび直線部Dからなる。
つまり、フェースプレート2の真上のA部分はフェース
プレート2の幅よりやや大きい範囲で直線状に形成さ
れ、これに続くB部分は、フェースプレート2のレベル
付近まで円弧状に形成され、これに続くフェースプレー
ト2のレベル近傍から下方(ウエブ1側)に向かっての
C部分は、ウエブ1に交差するような傾斜した長軸Pを
もつ楕円状(図上点線で示す楕円の一部)に形成され、
ウエブ1と交わる取合部のD部分はウエブに直交する若
干の直線部分に形成されている。なお、D部分の寸法を
大きする場合には、これより下方(D部から下端部C1
にかけての)のスロットの形状は楕円の一部ではなく、
円弧にすることもあり得る。この楕円長軸Pの傾斜角度
θは、ロンジの大きさにもよるが、ウエブに対して10
°〜30°の範囲に設定され、通常15°〜20°前後
が好適である。これよりあまり傾斜が大きくても小さく
ても応力集中の緩和作用の効果は小さいことが解析結果
より判明している。これは、この角度範囲でウエブ1か
らの大骨4への応力の流れがスムーズになるからと考え
られる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a through-hole structure of a T-bottomronj as a typical example. The figure is a front view of a main portion of the through-hole, and a thick solid line portion shows a hole edge shape of a slot. In the figure, a longe L is composed of a web 1 erected on an outer plate 3 and the like, and a face plate 2 horizontally fixed to the web 1. Although this figure exemplifies the T-type longe, it can be similarly applied to the L-type longe. Where the longe L penetrates the large bone 4, an inverted L-shaped open type slot 5 is opened so as to surround the longe L. 5
a indicates the hole edge of the slot 5. As shown in the figure, the shape of the open type slot 5 is composed of a straight line portion A, a circular arc portion B, an elliptical portion C and a straight line portion D on the closed side.
That is, the A portion just above the face plate 2 is formed in a linear shape in a range slightly larger than the width of the face plate 2, and the B portion following the A portion is formed in an arc shape up to near the level of the face plate 2. The portion C continuing from the vicinity of the level of the face plate 2 downward (on the side of the web 1) has an elliptical shape (a part of the ellipse shown by the dotted line in the figure) having a long axis P inclined so as to intersect the web 1. Formed,
The D portion of the joining portion that intersects with the web 1 is formed in a slightly straight portion that is orthogonal to the web. In addition, when the size of the D portion is increased, the lower portion (from the D portion to the lower end portion C 1
The shape of the slot (to
It may be an arc. The inclination angle θ of the ellipse major axis P depends on the size of the longe, but is 10 with respect to the web.
It is set in the range of 30 ° to 30 °, and usually about 15 ° to 20 ° is suitable. It is clear from the analysis results that the effect of relaxing the stress concentration is small regardless of whether the inclination is too large or small. This is considered to be because the flow of stress from the web 1 to the large bone 4 becomes smooth in this angle range.

【0014】一方、右側のスロット5のオープン側は直
線部A、円弧部B(ここまでは左右対称)、ウエブ1と
平行な直線部Hから成り、スロット5の足元は真っ直ぐ
外板3に交わるか、この図のように内側に出っ張ったト
ー(円弧部分と垂直部分とからなる)6Aの如き、いわ
ゆるソフト・トーにする場合もある。なお、6はウエブ
1と外板3との交差部に開設した半円形状のスカラップ
である。
On the other hand, the open side of the slot 5 on the right side is composed of a straight line portion A, a circular arc portion B (symmetrical up to this point), and a straight line portion H parallel to the web 1, and the foot of the slot 5 intersects the outer plate 3 in a straight line. Alternatively, a so-called soft toe such as a toe (consisting of a circular arc portion and a vertical portion) 6A protruding inward as shown in FIG. Reference numeral 6 is a semicircular scallop that is provided at the intersection of the web 1 and the outer plate 3.

【0015】ここに、スロットクローズ側のC部分をウ
エブ1に交差する斜めの長軸Pをもつ楕円状の孔縁とし
た理由は、第一に応力集中に最も関係する部位C2 ( フ
ェースプレート2 のレベル近傍) を曲率半径の大きいな
だらかな曲線とするためである。特に、楕円長軸Pをウ
エブ1と交差するような傾斜をもたせた楕円状の孔縁と
したのは、本発明がオープン型のスロットを対象にして
いることによる。即ち、ロンジウエブの両側をつかんで
いるいわゆるスリット型(図7(b) 参照) と図1のよう
なオープン型では、外板(ボットムプレート)3および
ロンジウエブ1からの荷重を大骨(トランスウエブ)4
に伝えるのが片側のみであり、荷重伝達要領が異なるた
めである。オープンタイプスロットの場合、ロンジLは
つかまれている方(クローズ側)に倒れるような変形を
する。このように、応力の流れが異なるため、従来のス
チフナ7(図6)を無くした時に、単に楕円長軸Pがウ
エブ1と平行となるような楕円状のスロットとしたので
は、従来の応力集中(図3(a) 参照) を緩和する効果は
小さいからである。換言すれば、スチフナ7を設けた従
来型(図6)と同程度の応力度に緩和するためである。
第二に、この楕円状孔縁の下端部C1 は、元来大骨4の
面内に作用する上下方向の力による応力集中に関係が少
ない所であることに着目して、スロット5を下方に突出
した(えぐった)形状としてロンジLと大骨4との取合
部をソフト形状にする(応力集中を低くする)ためであ
る。この場合、フェースプレート2の下端から楕円孔の
下端部C1 までの深さ(えぐり深さ)dは、ロンジLの
大きさにもよるが、通常75mm程度が適当で、極端に
深くはできない。これは、えぐり深さdがあまり大きく
なり過ぎるとロンジLから大骨4に荷重が伝達される時
のE部の伝達面積が小さくなり過ぎ、E部の剪断応力が
高くなり過ぎるからである。この例のスロットの場合の
荷重伝達は図3(b) に示すように、外板等にかかる荷重
の一部はロンジLを介して直接大骨4へ矢印のように伝
達されるが、フェースプレート2のレベル近傍から下方
(ウエブ1側)にかけてのスロット孔縁5aはウエブ1
に交差するような傾斜した長軸Pをもつ楕円状にしてい
るため応力の流れがスムーズになる。
The reason why the C portion on the slot close side is an elliptical hole edge having an oblique long axis P intersecting with the web 1 is that the portion C 2 (face plate) most related to stress concentration is the first. This is to make (around the level 2) a gentle curve with a large radius of curvature. In particular, the reason why the elliptical hole edge in which the major axis P of the ellipse is inclined so as to intersect the web 1 is that the present invention is directed to the open type slot. That is, in the so-called slit type (see Fig. 7 (b)) that holds both sides of the longiweb and the open type as in Fig. 1, the load from the outer plate (bottom plate) 3 and the longiweb 1 is a large bone (transweb). Four
The reason is that the load transmission procedure is different from the one that is transmitted to only one side. In the case of the open type slot, the longe L is deformed so as to fall toward the grasped side (close side). As described above, since the flow of stress is different, if the conventional stiffener 7 (FIG. 6) is eliminated, if an elliptical slot in which the major axis P of the ellipse is parallel to the web 1 is simply used, the stress of the conventional stress is reduced. This is because the effect of alleviating concentration (see Figure 3 (a)) is small. In other words, this is to reduce the stress to the same level as the conventional type (FIG. 6) provided with the stiffener 7.
Secondly, focusing on the fact that the lower end portion C 1 of the edge of the elliptical hole has little relation to the stress concentration due to the vertical force acting in the plane of the large bone 4, This is because the connecting portion between the longe L and the large bone 4 is formed in a soft shape (to reduce stress concentration) as a downwardly protruding (cutout) shape. In this case, the depth (drilling depth) d from the lower end of the face plate 2 to the lower end C 1 of the elliptical hole depends on the size of the longe L, but is usually about 75 mm, which cannot be extremely deep. . This is because if the cut-out depth d becomes too large, the transmission area of the E portion when the load is transmitted from the longe L to the large bone 4 becomes too small, and the shear stress of the E portion becomes too high. In the case of the slot of this example, as shown in FIG. 3 (b), part of the load applied to the outer plate or the like is directly transmitted to the large bone 4 through the longe L as shown by the arrow, The slot hole edge 5a extending from near the level of the plate 2 to the lower side (on the side of the web 1) is the web 1
Since it has an elliptical shape with a long axis P inclined so as to intersect with, stress flow becomes smooth.

【0016】図2は変形実施例であって、スロット足元
の形状は図1のものと異なり、ウエブ1の足元は半楕円
のスカラップ6Bが斜めに開口し、オープン側のスロッ
ト5の足元は略円弧状の切り欠き6Cを設けてソフト・
トーにしたものである。なお、D部分を大きくとる場合
には、これより下方のスロットは楕円の一部ではなく、
円弧にすることもあり得る。他の構成は図1と同じであ
るので、同一構成には上記実施例と同一符号を付して説
明は省略する。
FIG. 2 shows a modified embodiment in which the shape of the slot foot is different from that of FIG. 1, and a semi-elliptical scallop 6B is obliquely opened at the foot of the web 1 and the foot of the slot 5 on the open side is substantially formed. The arc-shaped notch 6C is provided to
It's a toe. Note that when the D portion is made large, the slot below this is not a part of the ellipse,
It may be an arc. Since other configurations are the same as those in FIG. 1, the same configurations are denoted by the same reference numerals as those in the above-mentioned embodiment and the description thereof will be omitted.

【0017】ここで、構造解析結果により判明した従来
のスロットと本発明(図1)のスロット形状における応
力分布(点線で示す)の比較を図3により、また、ロン
ジの応力分布(点線で示す)の比較を図4により説明す
る。図3において、(a) は従来のスロット部の応力分
布、(b) は本発明のスロット部の応力分布を示す。前述
した通り従来のスロット5ではF部分の曲率半径の小さ
い円弧部分で応力集中が発生するとともに、ウエブ1と
直交する位置Gで応力集中が生じていることがわかる。
従って、従来は前述したようにこのスロット5の孔縁部
分の応力集中を緩和するためにスチフナ7(図6参照)
を設けざるを得なかったのである。しかし、このスチフ
ナ7を設けることで後述するようにロンジLに応力集中
を生起する原因となっている。
Here, a comparison of the stress distribution (shown by the dotted line) between the conventional slot and the slot shape of the present invention (FIG. 1) found by the structural analysis results is shown in FIG. 3, and the longe stress distribution (shown by the dotted line). 4) will be described with reference to FIG. In FIG. 3, (a) shows the stress distribution in the conventional slot portion, and (b) shows the stress distribution in the slot portion of the present invention. As described above, in the conventional slot 5, it is understood that the stress concentration occurs in the arc portion having a small radius of curvature in the F portion, and the stress concentration occurs in the position G orthogonal to the web 1.
Therefore, conventionally, as described above, the stiffener 7 (see FIG. 6) is provided in order to relieve the stress concentration at the hole edge portion of the slot 5.
Had to set up. However, the provision of the stiffener 7 causes a stress concentration in the longe L as described later.

【0018】これに対し、図3(b) の本発明のスロット
形状ではかかる応力集中は生じておらず、円弧部分B及
び楕円状の孔縁部分Cでも一様な応力分布を呈してい
る。これは、オープンタイプのスロットクローズ側にお
いて、少なくともフェースプレート2のレベル近傍から
下方ウエブ側にかけて斜めの楕円状孔縁に形成すること
で、応力集中の起こり易い円弧部分(従来のF部分)が
曲率の大きいなだらかな曲線となったため応力の流れが
スムーズになり、ロンジLからの荷重が円滑に大骨4へ
伝達されるようになった結果と考えられる。
On the other hand, in the slot shape of the present invention shown in FIG. 3 (b), such stress concentration does not occur, and even the arc portion B and the elliptical hole edge portion C exhibit a uniform stress distribution. This is because on the open type slot close side, the arc portion (conventional F portion) where stress concentration is likely to occur is formed by forming an oblique elliptical hole edge at least from near the level of the face plate 2 to the lower web side. It is considered that this is because the flow of stress becomes smooth due to the large curved line, and the load from the longe L is smoothly transmitted to the large bone 4.

【0019】また、ウエブ1と大骨4とが交わる部分で
も応力集中は生じておらず、その応力は低くなっている
が、これは、スロット5下端部が一定のえぐり深さdを
有するようにしてウエブ1と大骨4とが交わる取り合い
部分をソフトな形状にしたためと考えられる。この結
果、本発明のスロット形状を採用すれば、従来必要とし
たスチフナ7(図6)を廃止することができるのであ
る。このことは、膨大な数のスチフナ等取付のための工
数を無くすることができると同時に、下記の如くロンジ
における応力集中の発生を解消してロンジ等の損傷の可
能性を無くすという一石二鳥の効果をもたらす。
Further, stress concentration is not generated even at the intersection of the web 1 and the large bone 4, and the stress is low. This is because the lower end of the slot 5 has a certain hollow depth d. It is considered that the mating portion where the web 1 and the large bone 4 intersect with each other has a soft shape. As a result, if the slot shape of the present invention is adopted, the stiffener 7 (FIG. 6) conventionally required can be eliminated. This means that the man-hours for mounting a huge number of stiffeners can be eliminated, and at the same time the stress concentration in the longe is eliminated and the possibility of damage to the longe is eliminated as described below. Bring

【0020】すなわち、ロンジの応力分布では、図4
(a) のようにスチフナ7を設けた従来の場合には、スチ
フナ7の足元部分(溶接ビード部があって平滑でない)
で2箇所に応力集中を生じていることがわかる。これ
は、大骨4と交差するロンジLの応力の高いところにス
チフナ7を設けたために却って応力集中を招く結果とな
ったものであり、これによりロンジLの損傷やスチフナ
7に割れが発生し易くなる。これに対し、本発明では上
記したようにスロット5部分の応力が低くなったため
に、従来必要としていたスチフナが廃止できる結果、図
4(b) に示す如く、ロンジLのフェースプレート2部分
が平滑となるから応力集中は発生せず、応力も低くなっ
ている。
That is, in the stress distribution of Longe, FIG.
In the conventional case where the stiffener 7 is provided as shown in (a), the foot portion of the stiffener 7 (the weld bead portion is not smooth)
It can be seen that stress concentration occurs at two locations. This is because the stiffener 7 is provided at a high stress location of the longe L that intersects with the large bone 4, but rather results in stress concentration, which causes damage to the longe L and cracks in the stiffener 7. It will be easier. On the other hand, in the present invention, since the stress of the slot 5 is reduced as described above, the stiffener which was conventionally required can be eliminated. As a result, as shown in FIG. 4 (b), the face plate 2 of the longe L is smooth. Therefore, no stress concentration occurs and the stress is low.

【0021】[0021]

【発明の効果】ロンジの大骨、隔壁等の貫通部における
オープンタイプのクローズ側のスロット形状に、直線、
円弧状に加え、フェースプレートのレベル付近からウエ
ブにかけて斜めの楕円形状を採用することよって、従来
のようにスチフナを設けずとも、スロット部の応力集中
が緩和でき、強度面でも優れたロンジ貫通部構造を得る
ことができる。従来必要としていたスチフナを廃止でき
たことに伴い、膨大な部材数の減少による現場工数の大
幅削減が可能となる。
[Effects of the Invention] The open-type closed-side slot shape in the penetration part of the long bone, partition wall, etc.
In addition to the arc shape, by adopting an oblique elliptical shape from the level of the face plate to the web, it is possible to relieve stress concentration in the slot part without the need for stiffeners as in the past, and it is also excellent in strength. The structure can be obtained. With the abolition of stiffeners that were previously required, the number of on-site man-hours can be greatly reduced due to the huge reduction in the number of parts.

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

【図1】本発明実施例にかかるロンジ貫通部構造の要部
正面図である。
FIG. 1 is a front view of a main part of a longe penetration portion structure according to an embodiment of the present invention.

【図2】本発明の変形実施例にかかるロンジ貫通部構造
の要部正面図である。
FIG. 2 is a front view of a main portion of a longe penetration portion structure according to a modified embodiment of the present invention.

【図3】従来のスロット部と本発明のスロット部の応力
分布を比較するための図であって、(a) は従来のスロッ
ト部の応力分布図、(b) は本発明のスロット部の応力分
布図を示す。
3A and 3B are diagrams for comparing stress distributions of a conventional slot portion and a slot portion of the present invention, where FIG. 3A is a stress distribution diagram of a conventional slot portion, and FIG. The stress distribution map is shown.

【図4】従来のロンジと本発明のロンジの大骨貫通部付
近の応力分布を比較するための図であって、(a) は従来
のロンジの応力分布図、(b) は本発明のロンジの応力分
布図を示す。
4A and 4B are views for comparing stress distributions in the vicinity of the large bone penetrating portion of the conventional longe and the longe of the present invention, where FIG. 4A is a stress distribution diagram of the conventional longe, and FIG. The stress distribution map of Longe is shown.

【図5】船体中央横断面(左舷) における概略船殻構造
図である。
FIG. 5 is a schematic hull structure diagram in a horizontal cross section (port side) of the center of the hull.

【図6】ロンジが大骨を貫通する部分の従来構造を示す
要部斜視図である。
FIG. 6 is a perspective view of a main part showing a conventional structure of a portion where a longe penetrates a large bone.

【図7】従来のロンジ貫通部分の構造図で、(a) は従来
のオープンタイプのスロット、(b) はスリットタイプの
スロットを示す。
FIG. 7 is a structural diagram of a conventional longe penetration portion, (a) shows a conventional open type slot, and (b) shows a slit type slot.

【符号の説明】[Explanation of symbols]

L…ロンジ 1…ウエブ 2…フェースプレート 3…外板 4…大骨 5…スロット 5a…スロットの孔縁 7…スチフナ P…(楕円)長軸 L ... Longie 1 ... Web 2 ... Face plate 3 ... Outer plate 4 ... Large bone 5 ... Slot 5a ... Slot edge 7 ... Stiffener P ... (Ellipse) long axis

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ウエブとフェースプレートからなるロン
ジが大骨、隔壁等を貫通する際に該ウエブとフェースプ
レートを逆L形に取り囲むように該大骨、隔壁等に開孔
したオープンタイプのスロット構造において、 該スロットのクローズ側における該フェースプレートの
レべル近傍からウエブ側に向かうスロットの形状を該ウ
エブに交差するような傾斜した長軸をもつ略楕円状に形
成するとともに、該スロットの下端部が一定のえぐり深
さを有することを特徴とする船舶におけるロンジ貫通部
構造。
1. An open type slot formed in the large bone, the partition wall and the like so as to surround the web and the face plate in an inverted L shape when the longe comprising the web and the face plate penetrates the large bone, the partition wall and the like. In the structure, the shape of the slot from the vicinity of the level of the face plate toward the web on the closed side of the slot is formed into a substantially elliptical shape having a long axis inclined so as to intersect the web, and A longe penetration structure for a ship, wherein the lower end has a certain depth.
JP5023945A 1993-02-12 1993-02-12 Longe penetration structure in a ship Expired - Lifetime JP2559965B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP5023945A JP2559965B2 (en) 1993-02-12 1993-02-12 Longe penetration structure in a ship
KR1019930010302A KR970010821B1 (en) 1993-02-12 1993-06-08 Longitudinal member penetration part structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5023945A JP2559965B2 (en) 1993-02-12 1993-02-12 Longe penetration structure in a ship

Publications (2)

Publication Number Publication Date
JPH06234389A true JPH06234389A (en) 1994-08-23
JP2559965B2 JP2559965B2 (en) 1996-12-04

Family

ID=12124686

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5023945A Expired - Lifetime JP2559965B2 (en) 1993-02-12 1993-02-12 Longe penetration structure in a ship

Country Status (2)

Country Link
JP (1) JP2559965B2 (en)
KR (1) KR970010821B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013002960A (en) * 2011-06-16 2013-01-07 Universal Shipbuilding Corp Fatigue monitoring structure and steel structure
CN104850714A (en) * 2015-05-28 2015-08-19 上海船舶研究设计院 Ship T-shaped bar through hole linear structure
CN106184608A (en) * 2016-07-05 2016-12-07 江苏科技大学 The aggregate through hole pass of ship cabin wallboard and benefit plate Welding Structure thereof
CN109204696A (en) * 2018-08-30 2019-01-15 广船国际有限公司 Ship girder web structure and Ship Structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101223307B1 (en) * 2010-12-16 2013-01-16 에스티엑스조선해양 주식회사 the design of oblique shaped slit of the side web frame which the side longitudinal stiffeners pass through in view of the improvement of fatigue life for the ship

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013002960A (en) * 2011-06-16 2013-01-07 Universal Shipbuilding Corp Fatigue monitoring structure and steel structure
CN104850714A (en) * 2015-05-28 2015-08-19 上海船舶研究设计院 Ship T-shaped bar through hole linear structure
CN106184608A (en) * 2016-07-05 2016-12-07 江苏科技大学 The aggregate through hole pass of ship cabin wallboard and benefit plate Welding Structure thereof
CN109204696A (en) * 2018-08-30 2019-01-15 广船国际有限公司 Ship girder web structure and Ship Structure

Also Published As

Publication number Publication date
KR970010821B1 (en) 1997-07-01
KR940019549A (en) 1994-09-14
JP2559965B2 (en) 1996-12-04

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