JPS6110653A - Press wall - Google Patents
Press wallInfo
- Publication number
- JPS6110653A JPS6110653A JP12646384A JP12646384A JPS6110653A JP S6110653 A JPS6110653 A JP S6110653A JP 12646384 A JP12646384 A JP 12646384A JP 12646384 A JP12646384 A JP 12646384A JP S6110653 A JPS6110653 A JP S6110653A
- Authority
- JP
- Japan
- Prior art keywords
- press wall
- wall
- press
- flat
- present
- 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.)
- Pending
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は船舶等の仕切壁として用いられるプレスウオ
ールに関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] This invention relates to a press wall used as a partition wall for ships and the like.
構造材となる仕切壁として第2図に示すようなプレスウ
オールαQが広く用いられている。即ち、該プレスウオ
ールC1(Iはプレスによって突起した凸部(至)と平
面状のままの凹部(7)によシ形成される薄板状鋼板で
ある。A press wall αQ as shown in FIG. 2 is widely used as a structural partition wall. That is, the press wall C1 (I is a thin steel plate formed by a press with a protruding convex part (to) and a flat concave part (7)).
とζろが、このプレスウオールα1を第2図に示すよう
に仕切壁として支持材(5りの支持材(50)上に載ル
、凸部(1)がその上に載らないため、この凸部員が載
っている床面(51)側に荷重がかかシ、その部分の強
度が非常に弱くなる。又、直接支持材(50)の上に立
設した場合、溶接できる部分が支持材(50)上の凹部
四のみとなシ、接合部が不連続となってその部分の接合
強度が弱くなるという問題もある@更にプレスウオール
(ト)との接合部は凹凸部(ホ)(1)によって溶接に
手間がかかり、溶接工数を増大させてしまう。As shown in Fig. 2, this press wall α1 is placed on a supporting material (50) as a partition wall. The load is applied to the floor surface (51) side on which the convex member rests, and the strength of that part becomes extremely weak.Also, if it is installed directly on the support material (50), the part that can be welded will not be supported. There is also the problem that only the concave part 4 on the material (50) becomes discontinuous and the joint strength of that part becomes weak. (1) makes welding time-consuming and increases the number of welding steps.
本発明は従来技術の上記問題点を解決すべくなされたも
ので、プレスウオール凹凸部長手方向両端部とこれに接
合する構造部材との接合面の連続性を向上させ且つ接合
の際手間がかからないプレスウオールを提供せんとする
ものである。The present invention has been made in order to solve the above-mentioned problems of the prior art, and improves the continuity of the joint surface between the longitudinal ends of the uneven length of the press wall and the structural member joined thereto, and does not require much effort during joining. The purpose is to provide a press wall.
そのため本発明は第1図に示すようにプレスウオール(
1)の凹凸部(2) (3)長手方向両端にフラット部
(4) (411)を形成するようにしたものである。Therefore, the present invention utilizes a press wall (
Flat portions (4) (411) are formed at both longitudinal ends of the uneven portions (2) and (3) of 1).
このフラット部(4) (41L)は第4図に示すよう
に凸部(3)長手方向端部を絞シ込む等して四部(2)
と均らさせ、平坦圧したものである。そしてそのスペー
スとしては必要最低限の範囲(100%〜400%程度
)で足シ、このような範囲で設ければ小幅パネルという
ことで強度上問題は生じない。This flat part (4) (41L) is made into four parts (2) by squeezing the longitudinal end of the convex part (3) as shown in Fig. 4.
It was leveled and pressed flat. The space should be within the minimum necessary range (approximately 100% to 400%), and if it is provided within this range, there will be no problem in terms of strength since it is a narrow panel.
プレスウオール(1)凹凸部(2)(3)長手方向両端
に設けたフラット部(4) (4a)が構造部材に接合
された時に、−直線上にその上に載るため、接合部が連
続することになる。When the press wall (1) uneven parts (2) (3) flat parts (4) provided at both longitudinal ends (4a) are joined to the structural member, it rests on it in a straight line, so the joined part is continuous. I will do it.
以下本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below based on the drawings.
第5図(1)は本発明の一実施例を示しておシ、横隔壁
(6り上部スツール(6りに上記プレスウオール(1)
を用いている。このプレスウオール(1)は凹凸部(2
1(3)長手方向両端のフラット部(4) (4a)を
上部甲板(62)及び横隔壁(6o)上端に接合してお
り、そのうち第5図(b) ti横隔壁(60)上端に
接合されたプレスウオール(1)の横断面を示している
。このプレスウオール(υは突出する凸部(3)を長手
方向下端で絞り込んで平面状の凹部(2)に均らさせ、
該下端をフラット部(4a)とする。このフラットi(
4m)は断面が直線状になるため、このフラット部(4
a)を水平に設けられた基台(63)に溶接し、更に横
隔壁(60)上端に該基台(68)を固定すること上部
甲板(62〕下面に溶接固着する。尚ζ凸部(3)を絞
シ込んだ所の傾斜角αは、船艙内に船積される粉状又は
塊状の鉱石等の載貨グレーンの安息角以上にしないと、
との船積あるいは荷揚げの際、そこに前記載貨グレーン
が溜まるため、その角度以上(35度程度)の角度をつ
ける必要がある。FIG. 5 (1) shows one embodiment of the present invention.
is used. This press wall (1) has uneven parts (2
1 (3) The flat parts (4) (4a) at both ends in the longitudinal direction are connected to the upper deck (62) and the upper end of the transverse bulkhead (6o), of which the upper end of the transverse bulkhead (60) (Fig. 5(b)) is connected. 1 shows a cross-section of a joined press wall (1); This press wall (υ) narrows down the protruding convex part (3) at the lower end in the longitudinal direction and flattens it into a flat concave part (2),
The lower end is a flat portion (4a). This flat i (
4m) has a straight cross section, so this flat part (4m)
a) is welded to a horizontally installed base (63), and further the base (68) is fixed to the upper end of the transverse bulkhead (60), and the lower surface of the upper deck (62) is welded to the lower surface of the upper deck (62). The angle of inclination α where (3) is narrowed down must be equal to or greater than the angle of repose of the loaded grain such as powder or lump ore to be loaded into the ship's hold.
During loading or unloading, the aforementioned cargo grains accumulate there, so it is necessary to set an angle greater than that angle (approximately 35 degrees).
横隔壁(60)上部スクール(61)は通常山型鋼等を
等間隔に立設することにより構成される壁構造であるが
、本実施例のように両端にフラット部(4) (4B)
を有するプレスウオール(1)に替えることによシ、溶
接工数の手間が省け、船殻重量も多少軽くなると共に、
強度的にも必要十分なものが得られる。The upper school (61) of the transverse bulkhead (60) is usually a wall structure constructed by erecting angle steel etc. at equal intervals, but as in this example, there are flat parts (4) (4B) at both ends.
By replacing the press wall (1) with
The necessary and sufficient strength can also be obtained.
第6図は他の実施例を示しており、船舶の居住区上部構
造(70)の仕切壁(ステイールウオール)として本発
明のプレスウオール(1)を用いている。プレスウオー
ル(1)のフラット部(4) (4B)は居住区上部構
造(70)のビームやウェブに溶接固着される。この種
の仕切壁としてプレスウオールを用いるのは慣用手段で
あるが、従来のプレスウオールでは前述のように溶接の
際凹凸部が邪魔をして手間が非常にかかるのに対し、本
発明のプレスウオール(1)を取付けることにより溶接
工数は従来よシ30チ以上削減される。FIG. 6 shows another embodiment, in which the press wall (1) of the present invention is used as a partition wall (stay wall) of a superstructure (70) of a living quarters of a ship. The flat parts (4) (4B) of the press wall (1) are welded to the beams or webs of the accommodation superstructure (70). It is a common practice to use a press wall as this type of partition wall, but as mentioned above, with the conventional press wall, the uneven parts interfere with welding and it takes a lot of effort, whereas the press wall of the present invention By installing the wall (1), the number of welding steps is reduced by more than 30 inches compared to the conventional method.
〔発明の効果]
以上のような構成を有するプレスウオールによれば、プ
レスウオール凹凸部長手方向両端に設けら詐たフラット
部によ)、これと溶接部材との接合部における連続性を
向上させることができ、その結果、接合部近辺の部材の
強度や接合強度を高めると共に、溶接工数を大幅に減少
できるという優れた効果を有している。[Effects of the Invention] According to the press wall having the above configuration, the continuity at the joint between the press wall and the welding member is improved due to the flat portions provided at both longitudinal ends of the uneven length of the press wall. As a result, it has the excellent effect of increasing the strength of members near the joint and joint strength, and significantly reducing the number of welding steps.
第1図は本発明に係るプレスウオールの説明図、第2図
は従来のプレスウオールの斜視図、第3図は従来のプレ
スウオールを仕切壁として立設した場合の平面図、第4
図は本発明のプレスウオールの部分拡大断面図、第5図
(a) (b)は本発明の一実施例に係るプレスウオー
ル据付は図、第6図は他の実施例に係るプレスウオール
据付は因である。
図中、(1)Ql)はプレスウオール、(2)G!1は
凹部、(3)C()t;i凸部、(4) (4a) l
j7 ラツ)ilヲ各示す@
第 5 図
s5図FIG. 1 is an explanatory diagram of a press wall according to the present invention, FIG. 2 is a perspective view of a conventional press wall, FIG. 3 is a plan view of a conventional press wall installed as a partition wall, and FIG.
The figures are partially enlarged sectional views of the press wall of the present invention, Figures 5(a) and 5(b) are diagrams showing the press wall installation according to one embodiment of the present invention, and Figure 6 is the press wall installation according to another embodiment. is the cause. In the figure, (1) Ql) is the press wall, (2) G! 1 is a concave portion, (3) C()t;i a convex portion, (4) (4a) l
j7 Ratsu) illwo each shown @ 5th figure s5 figure
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12646384A JPS6110653A (en) | 1984-06-21 | 1984-06-21 | Press wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12646384A JPS6110653A (en) | 1984-06-21 | 1984-06-21 | Press wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6110653A true JPS6110653A (en) | 1986-01-18 |
Family
ID=14935838
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12646384A Pending JPS6110653A (en) | 1984-06-21 | 1984-06-21 | Press wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6110653A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112977715A (en) * | 2021-04-09 | 2021-06-18 | 中国船舶工业集团公司第七0八研究所 | Articulated end connection's slot-shaped bulkhead |
-
1984
- 1984-06-21 JP JP12646384A patent/JPS6110653A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112977715A (en) * | 2021-04-09 | 2021-06-18 | 中国船舶工业集团公司第七0八研究所 | Articulated end connection's slot-shaped bulkhead |
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