JPH0451116Y2 - - Google Patents

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は船舶の隔壁構造に関する。[Detailed explanation of the idea] [Industrial application field] The present invention relates to bulkhead structures for ships.

〔従来の技術〕[Conventional technology]

従来、例えばタンカーの横隔壁構造としては、
第４図縦断面図、第５図−横断面図に示すよ
うに、横隔壁０３ａの竪方向に面材付竪防撓材０
１を設け水平方向に面材付水平桁０２を設け、面
材付竪防撓材０１の面材０１ａの対向端はスニツ
プ形状として面材付水平桁０２の上下でそれぞれ
止めているので、面材０１ａのスニツプ部での強
度低下を補うために、面材付水平桁０２の上面と
面材０１ａとの間にそれぞれに直交する肘板０１
ｂを、面材付水平桁０２の下面と面材０１ａとの
間にそれぞれに直交する肘板０１ｃをそれぞれ固
着している。 Conventionally, for example, the transverse bulkhead structure of a tanker,
As shown in the vertical sectional view in FIG. 4 and the horizontal sectional view in FIG.
1 and a horizontal girder with face material 02 is provided in the horizontal direction, and the opposite ends of the face material 01a of the vertical stiffener with face material 01 are shaped like snips and are fixed at the top and bottom of the horizontal girder with face material 02, respectively, so that In order to compensate for the decrease in strength at the snip portion of the material 01a, an elbow plate 01 is installed between the upper surface of the horizontal girder 02 with face material and the face material 01a, which are perpendicular to each other.
b, elbow plates 01c orthogonal to each other are fixed between the lower surface of the horizontal girder 02 with face material and the face material 01a.

しかしながら、このような構造では、肘板０１
ｂ，０１ｃを固着するので、下記のような欠点が
ある。 However, in such a structure, the elbow plate 01
Since b and 01c are fixed, there are the following drawbacks.

(1) 船殻重量が増加する。(1) Hull weight increases.

(2) 現場溶接工数が増加する。(2) On-site welding man-hours will increase.

(3) 面材付水平桁０２上を作業員が交通するとき
邪魔となり、危険である。(3) It becomes a nuisance and is dangerous when workers are walking on the horizontal girder 02 with face material.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

本考案は、このような事情に鑑めて提案された
もので、船殻重量が増加せず、現場溶接工数が増
加せず、作業員の交通に危険とならない経済的な
隔壁構造を提供することを目的とする。 The present invention was proposed in view of these circumstances, and provides an economical bulkhead structure that does not increase the weight of the hull, does not increase on-site welding man-hours, and does not pose a danger to the traffic of workers. The purpose is to

〔問題点を解決するための手段〕[Means for solving problems]

そのために本考案は、隔壁の竪方向に面材付竪
防撓材が、水平方向に面材付水平桁がそれぞれ突
設された隔壁構造において、互いに同一鉛直線上
に延び下端が面材付水平桁の上面に、上端が上記
面材付水平桁の下面にそれぞれ固着された上下一
対の竪防撓材と、上記面材付水平桁に穿設された
スロツトを貫通して鉛直方向に延び上記上下一対
の竪防撓材の共通面材を形成する竪通面材とを具
えたことを特徴とする。 To achieve this, the present invention has a bulkhead structure in which vertical stiffeners with facing plates are protruded in the vertical direction of the bulkhead, and horizontal girders with facing plates are protruded in the horizontal direction. On the upper surface of the girder, a pair of upper and lower vertical stiffeners whose upper ends are respectively fixed to the lower surface of the horizontal girder with a face plate, and a vertical stiffener extending vertically through a slot bored in the horizontal girder with a face plate are provided. It is characterized by comprising a vertical face material forming a common face material of a pair of upper and lower vertical stiffeners.

〔作用〕[Effect]

上述の構成により、船殻重量が増加せず、現場
溶接工数が増加せず、作業員の交通に危険となら
ない経済的な隔壁構造を得ることができる。 With the above configuration, it is possible to obtain an economical bulkhead structure that does not increase the weight of the hull, does not increase the number of on-site welding steps, and does not pose a danger to the traffic of workers.

〔実施例〕〔Example〕

本考案を横隔壁構造に適用した一実施例を図面
について説明すると、第１図はその斜視図、第２
図は第１図の−断面図、第３図は第１図の
−断面図である。 An embodiment in which the present invention is applied to a transverse bulkhead structure will be explained with reference to the drawings.
The figure is a cross-sectional view taken from the side of FIG. 1, and FIG. 3 is a cross-sectional view taken from the side shown in FIG.

上図において、１は面材付水平桁２の上下に互
いに同一鉛直線上に延びる上下一対の面材付竪防
撓材、１ａはその竪通面材、２ａは面材付竪防撓
材１の対向端と面材付水平桁２との溶接部の前端
の面材付水平桁２の部分に穿設された凹字状スロ
ツト、３は面材付竪防撓材１、面材付水平桁２、
横隔壁３ａが協働して構成する横隔壁構造であ
る。 In the above figure, 1 is a pair of vertical stiffeners with facings extending above and below the horizontal girder 2 with facings on the same vertical line, 1a is the vertical facing, and 2a is the vertical stiffener 1 with facings. A concave slot is drilled in the front end of the weld between the opposite end of the horizontal girder 2 and the horizontal girder 2, and 3 indicates the vertical stiffener 1 with the plate and the horizontal girder 2 with the plate. digit 2,
This is a horizontal bulkhead structure constructed by the horizontal bulkheads 3a working together.

こゝで、上下一対の面材付竪防撓材１は、上端
が面材付水平桁２の下面に溶着され面材がスロツ
ト２ａを通して面材付水平桁２の上方へ延びた下
部面材付竪防撓材と、下端が面材付水平桁２の上
面に溶着され面材の一部分が相じやり状に欠けた
上部面材付竪防撓材とよりなる。 Here, the upper end of the pair of upper and lower vertical stiffeners 1 with face members is welded to the lower surface of the horizontal girder 2 with face members, and the face member extends upwardly of the horizontal girder 2 with face members through the slot 2a. It consists of an attached vertical stiffener and a vertical stiffener with an upper panel whose lower end is welded to the upper surface of the horizontal girder 2 with a panel and a portion of the panel is chipped in a dovetail shape.

このような構造において、上下の面材付竪防撓
材１の竪通面材１ａが面材付水平桁２のスロツト
２ａを挿通し、竪方向に連続するので、面材付竪
防撓材１と面材付水平桁２との取合部に面材付竪
防撓材１の強度上の不連続はなく、従つて肘板０
１ｂ，０１ｃを固着する必要がない。 In such a structure, the vertical face members 1a of the upper and lower vertical stiffeners with face members 1 pass through the slots 2a of the horizontal girder with face members 2 and are continuous in the vertical direction, so that the vertical stiffeners with face members There is no discontinuity in the strength of the vertical stiffener 1 with a face plate at the joining part between the horizontal girder 1 and the horizontal girder 2 with a face plate, and therefore the elbow plate is 0.
There is no need to fix 1b and 01c.

このような構造によれば、面材付竪防撓材と面
材付水平桁との取合部に肘板が不要となるので、
下記効果が奏せられる。 With this structure, there is no need for elbow plates at the joints between the vertical stiffeners with face plates and the horizontal girders with face plates.
The following effects can be achieved.

(1) 船殻重量が増加しないので、経済的である。(1) It is economical because the weight of the hull does not increase.

(2) 現場溶接工数が増加しないので、経済的であ
る。(2) It is economical because there is no increase in on-site welding man-hours.

(3) 作業員の交通に邪魔にならないので、安全で
ある。(3) It is safe because it does not obstruct the traffic of workers.

(4) 本構造は横隔壁のほか縦隔壁にも適用するこ
とができる。(4) This structure can be applied to vertical bulkheads as well as horizontal bulkheads.

〔考案の効果〕[Effect of idea]

要するに本考案によれば、隔壁の竪方向に面材
付竪防撓材が、水平方向に面材付水平桁がそれぞ
れ突設された隔壁構造において、互いに同一鉛直
線上に延び下端が面材付水平桁の上面に上端が上
記面材付水平桁の下面にそれぞれ固着された上下
一対の竪防撓材と、上記面材付水平桁に穿設され
たスロツトを貫通して鉛直方向に延び上記上下一
対の竪防撓材の共通面材を形成する竪通面材とを
具えたことにより、船殻重量が増加せず、現場溶
接工数が増加せず、作業員の交通に危険とならな
い経済的な隔壁構造を得るから、本考案は産業上
極めて有益なものである。 In short, according to the present invention, in a bulkhead structure in which vertical stiffeners with face members are protruded in the vertical direction of the bulkhead and horizontal girders with face members are protruded in the horizontal direction, they extend on the same vertical line, and the lower ends are provided with face members. A pair of upper and lower vertical stiffeners whose upper ends are respectively fixed to the lower surface of the horizontal girder with a face plate are attached to the upper surface of the horizontal girder, and the vertical stiffener extends vertically through a slot bored in the horizontal girder with a face plate. By having a vertical face material that forms a common face material for a pair of upper and lower vertical stiffeners, the hull weight does not increase, the number of on-site welding man-hours does not increase, and there is no danger to the traffic of workers. The present invention is industrially extremely useful because it provides a partition wall structure that is similar to the above.

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

第１図は本考案を横隔壁構造に適用した一実施
例を示す斜視図、第２図は第１図の−断面
図、第３図は第１図の−断面図、第４図は公
知の横隔壁構造を示す縦断面図、第５図は第４図
の横断面図である。 １……面材付竪防撓材、１ａ……竪通面材、１
ｂ……ブロツク接手部、２……面材付水平桁、２
ａ……スロツト、３……横隔壁構造、３ａ……横
隔壁。 Fig. 1 is a perspective view showing an embodiment in which the present invention is applied to a transverse bulkhead structure, Fig. 2 is a cross-sectional view of Fig. 1, Fig. 3 is a cross-sectional view of Fig. 1, and Fig. 4 is a known known FIG. 5 is a cross-sectional view of FIG. 4. 1... Vertical stiffener with face material, 1a... Vertical face material, 1
b...Block joint, 2...Horizontal girder with face material, 2
a...Slot, 3...Transverse bulkhead structure, 3a...Transverse bulkhead.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 隔壁の竪方向に面材付堅防撓材が、水平方向に
面材付水平桁がそれぞれ突設された隔壁構造にお
いて、互いに同一鉛直線上に延び下端が面材付水
平桁の上面に、上端が上記面材付水平桁の下面に
それぞれ固着された上下一対の竪防撓材と、上記
面材付水平桁に穿設されたスロツトを貫通して鉛
直方向に延び上記上下一対の竪防撓材の共通面材
を形成する竪通面材とを具えたことを特徴とする
隔壁構造。 In a bulkhead structure in which rigid stiffeners with facing plates protrude in the vertical direction of the bulkhead and horizontal girders with facing plates protrude in the horizontal direction, the stiffeners extend on the same vertical line with each other, and the lower ends are on the top surface of the horizontal girders with facing plates, and the upper ends are is a pair of upper and lower vertical stiffeners respectively fixed to the lower surface of the horizontal girder with a face plate, and a pair of upper and lower vertical stiffeners extending vertically through slots drilled in the horizontal girder with a face plate. A partition wall structure characterized by comprising a vertical wall member forming a common wall member of wood.