JPS6315188Y2 - - Google Patents

Info

Publication number
JPS6315188Y2
JPS6315188Y2 JP8030882U JP8030882U JPS6315188Y2 JP S6315188 Y2 JPS6315188 Y2 JP S6315188Y2 JP 8030882 U JP8030882 U JP 8030882U JP 8030882 U JP8030882 U JP 8030882U JP S6315188 Y2 JPS6315188 Y2 JP S6315188Y2
Authority
JP
Japan
Prior art keywords
iron panel
joint flange
panel
pieces
protruding
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
JP8030882U
Other languages
Japanese (ja)
Other versions
JPS58183395U (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 JP8030882U priority Critical patent/JPS58183395U/en
Publication of JPS58183395U publication Critical patent/JPS58183395U/en
Application granted granted Critical
Publication of JPS6315188Y2 publication Critical patent/JPS6315188Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は組立水槽における側壁構成用の鉄パネ
ルに関するものである。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to an iron panel for the construction of side walls in assembled water tanks.

〔従来技術及びその問題点〕[Prior art and its problems]

鉄製パネルは耐圧性、耐火性に優れており、高
ヘツドや大型の組立水槽の構築用として主に用い
られ、構築に必要となるパネル枚数も多く、しか
も一枚がFRP製のパネルに比べて高重量である
ため、必要枚数を一括して在庫管理したり、フオ
ークリフト等で搬送にあたるのが、作業性を向上
させる上で好ましく、組立水槽として使用される
天井壁、底壁、側壁用に関係なくどの鉄パネルに
おいてその要望が多い。
Iron panels have excellent pressure resistance and fire resistance, and are mainly used for constructing high heads and large assembled aquariums, and the number of panels required for construction is large, and each panel is smaller than an FRP panel. Due to their high weight, it is preferable to inventory the required number at once or transport them using a forklift to improve work efficiency. There are many requests for this regardless of which iron panel.

従来、荷崩れが生ぜずに多段状にスタツクを可
能にしたパネルは実開昭51−111510号公報のもの
がある。
Conventionally, there is a panel disclosed in Japanese Utility Model Application Laid-Open No. 111510/1983 that allows stacking in multiple stages without causing the load to collapse.

この先行技術は、第14図に示すように周縁の
接合フランジ100の外面からその接合フランジ
100の肉厚分だけ内がわに引込めたところで係
合面101を一体成形により突出せしめ、この係
合面101に上段のパネル周縁の接合フランジ1
00内面を係合させることによつてスタツクを可
能にした天井壁構成用のパネルである。
In this prior art, as shown in FIG. 14, an engaging surface 101 is integrally molded to protrude from the outer surface of a peripheral joining flange 100 by the thickness of the joining flange 100. Joining flange 1 at the periphery of the upper panel on the mating surface 101
This is a panel for ceiling wall construction that can be stacked by engaging the 00 inner surfaces.

ところで、側壁用の鉄パネルにおいては付属品
としてステーやブレス等の接続片200が接合フ
ランジ201真後の受圧面水槽側内面のコーナー
に2ケ所突出状に固着されている為、その接続片
200が邪魔になりスタツクできないのが通説と
されていた(特開昭57−86491号公報、第15
図)。
By the way, in the iron panel for the side wall, connecting pieces 200 such as stays and braces are fixed to the corners of the inner surface of the pressure-receiving surface directly behind the joint flange 201 on the water tank side in two protruding places, so the connecting pieces 200 It was generally believed that the stacking was not possible due to the obstruction of the
figure).

この側壁構成用の鉄パネルにスタツク機能を付
与するに際しては受圧面水槽側内面の中央側へ変
位した位置に2個の接続片200を固着し、更に
その外側、即ち接合フランジ201の突出位置よ
りも若干内側の受圧面水槽側内面部分に前記先行
技術と同様の係合面101を形成することが開発
段階において試みられている。(第16図)。
When imparting a stacking function to this iron panel for configuring the side wall, two connecting pieces 200 are fixed at positions displaced toward the center of the inner surface of the pressure-receiving surface on the aquarium side, and further from the outside, that is, from the protruding position of the joining flange 201. At the development stage, an attempt was made to form an engagement surface 101 similar to that in the prior art on the inner surface of the pressure receiving surface on the aquarium side, which is slightly inside. (Figure 16).

しかし、この試作例においては、下記の問題点
が惹起した。
However, in this prototype example, the following problems occurred.

接続片200が受圧面水槽側内面の変位した
位置に固着される結果、本来パネル相互の十字
状接合部を補強するはずのステーやブレスが十
字状接合部から離れた位置に架設されることに
なり、パネル相互の十字状接合部の補強効果が
希薄となり、他の補強機構を付与する必要があ
る。
As a result of the connection piece 200 being fixed to a displaced position on the inner surface of the pressure-receiving surface on the aquarium side, the stays and braces that were originally supposed to reinforce the cross-shaped joint between the panels are installed at a position away from the cross-shaped joint. Therefore, the reinforcing effect of the cross-shaped joints between the panels becomes weak, and it is necessary to provide another reinforcing mechanism.

接続片200が2ケ所しか無い為、ステーや
ブレスの架設方向が制約され、架設されるステ
ーやブレスに方向自在性がなくなり、希望とす
る内補強効果が得にくい。
Since there are only two connecting pieces 200, the direction in which the stays and braces are installed is restricted, and the installed stays and braces have no directional flexibility, making it difficult to obtain the desired internal reinforcement effect.

係合面101を有する鉄パネルを新規な成形
型を用いて成形せねばならず設備コストが高騰
する。
The iron panel having the engaging surface 101 must be molded using a new mold, which increases equipment costs.

〔技術的課題〕[Technical issues]

本考案の技術的課題は、荷崩れ防止片(係合
面)を、パネルをスタツク可能にする位置、即ち
コーナー4ケ所に配置すると共にその荷崩れ防止
片にステーやブレス等の控杆との接続機能を付与
することにある。
The technical problem of the present invention is to arrange the load collapse prevention pieces (engaging surfaces) at positions that allow the panels to be stacked, that is, at four corners, and to attach the load collapse prevention pieces to retaining rods such as stays and braces. The goal is to provide connectivity functionality.

〔技術的手段〕[Technical means]

本考案の技術的手段は次の通りである。 The technical means of the present invention are as follows.

接合フランジの突出位置よりも若干内側の受圧
面水槽側内面部分4コーナーに、接合フランジの
突出高さよりも低い荷崩れ防止突片を一体に固着
し、該荷崩れ防止突片を、控杆等との接続片形状
に形成したことである。
Load collapse prevention protrusions lower than the protrusion height of the joint flange are integrally fixed to the four corners of the inner surface of the pressure receiving surface on the water tank side, which is slightly inside the protruding position of the joint flange, and the load collapse prevention protrusions are attached to retaining rods, etc. It is formed in the shape of a connecting piece.

〔作用〕[Effect]

本考案の技術的手段による作用は次の通りであ
る。
The effects of the technical means of the present invention are as follows.

4コーナーの荷崩れ防止片が、積み重ねられる
上位のパネルの受圧面外面と接合フランジとの間
の空間内においてその接合フランジ内面に近接す
る位置に収容され、その上位のパネルの接合フラ
ンジ内面が下位のパネルのその荷崩れ防止片に接
触して滑動を阻止される。
The four corners of the cargo collapse prevention pieces are housed in the space between the outer surface of the pressure receiving surface of the upper stacked panel and the joint flange in a position close to the inner surface of the joint flange, and the inner surface of the joint flange of the upper panel is The panel is prevented from sliding by coming into contact with the cargo collapse prevention piece.

4コーナーの荷崩れ防止片を接続片として所望
方向へのステーやブレスの架設を可能にする。
The stays and braces can be erected in a desired direction by using the load collapse prevention pieces at the four corners as connection pieces.

〔実施例〕〔Example〕

以下、本考案の実施例を図面に基づいて説明す
る。
Hereinafter, embodiments of the present invention will be described based on the drawings.

図中2Aは中央の膨出部3と同一方向に接合フ
ランジ4を突出形成した側壁2B用の鉄パネル本
体、1Aは中央の膨出部3と逆方向に接合フラン
ジ4を突出形成した天井壁、底壁1B用の鉄パネ
ル本体を示しており、夫々プレス加工によつて成
形されている。
In the figure, 2A is the main body of the iron panel for the side wall 2B with a joint flange 4 protruding in the same direction as the central bulge 3, and 1A is a ceiling wall with a joint flange 4 protruding in the opposite direction to the central bulge 3. , shows the iron panel main body for the bottom wall 1B, each of which is formed by press working.

膨出部3は放射状や所望な形状の耐圧構造を呈
するように形作られ、側壁用の鉄パネル本体2A
のその膨出部3により隔てられた受圧面2部分の
平坦面2a裏面4コーナーに接続片1′形状に形
成された荷崩れ防止片1が容着等の固着手段を介
して固定されている。
The bulging portion 3 is shaped to have a radial or desired pressure-resistant structure, and is attached to the iron panel main body 2A for the side wall.
A cargo collapse prevention piece 1 formed in the shape of a connecting piece 1' is fixed to four corners of the back surface of the flat surface 2a of the pressure receiving surface 2 portion separated by the bulging portion 3 of .

荷崩れ防止片1は側壁用の鉄パネル本体2Aに
おいて接合フランジ4の突出位置よりも若干内側
の受圧面2水槽側内面部分4コーナーに一体に固
着されており、その高さは接合フランジ4の高さ
よりも若干低くなつている。
The cargo collapse prevention piece 1 is integrally fixed to the four corners of the water tank side inner surface of the pressure-receiving surface 2 slightly inside the protruding position of the joint flange 4 in the main body 2A of the iron panel for the side wall, and its height is the same as that of the joint flange 4. It is slightly lower than the height.

尚、接合フランジ4にはプレス加工後に隣接す
る鉄パネル本体1A,1A、2A,2Aとの接続
用の孔5が同一間隔をおいて開孔され、荷崩れ防
止片1も同様に控杆C等の接続孔6があらかじめ
開孔されている。
In addition, holes 5 for connection with the adjacent iron panel bodies 1A, 1A, 2A, and 2A are opened at the same intervals in the joint flange 4 after press working, and the load collapse prevention piece 1 is similarly connected to the retaining rod C. Connecting holes 6 such as the above are pre-drilled.

そして、荷崩れ防止片1を有する側壁用の鉄パ
ネル本体2A全面及び天井壁、底壁用の鉄パネル
本体1A全面にナイロン・エポキシ樹脂等の合成
樹脂をコーテイングして鉄パネルAとして供す
る。
Then, the entire surface of the iron panel main body 2A for the side walls having the cargo collapse prevention piece 1 and the entire surface of the iron panel main body 1A for the ceiling and bottom walls are coated with a synthetic resin such as nylon or epoxy resin to serve as the iron panel A.

また言うまでもないが水槽本体Bは、鉄パネル
本体2Aの接合フランジ4,4相互を接続して形
成した側周壁3Bに、鉄パネル本体1Aの接合フ
ランジ4,4相互を接続して形成した天井壁、底
壁1Bを上下より閉塞状に嵌合接続して形成す
る。
Needless to say, the water tank body B has a ceiling wall formed by connecting the joint flanges 4, 4 of the iron panel main body 1A to a side peripheral wall 3B, which is formed by connecting the joint flanges 4, 4 of the iron panel main body 2A. , are formed by fitting and connecting the bottom wall 1B from above and below in a closed manner.

次に、荷崩れ防止片1を接続片1′として呼称
してその接続片1′の実体形状に基づく控杆Cの
連結及びその控杆Cの実体形状について詳述す
る。
Next, the cargo collapse prevention piece 1 will be referred to as a connecting piece 1', and the connection of the retaining rod C based on the actual shape of the connecting piece 1' and the actual shape of the retaining rod C will be described in detail.

第3図は、接続片1′として2枚の平板を夫々
十字状に交差させた所謂十字状接続片1aを用い
夫々の接続孔6に控杆Cとして腕杆1Cをボルト
6止めして隣接する側壁2B、底壁1B、或いは
相対向する側壁2Bとに渉つて架設状に腕杆1C
を接続固定している。
In Figure 3, a so-called cross-shaped connecting piece 1a, which is made by crossing two flat plates in a cross shape, is used as a connecting piece 1', and an arm rod 1C as a retaining rod C is secured to each connecting hole 6 with bolts 6, and the adjacent connecting pieces 1a are used as connecting pieces 1'. The arm rod 1C is installed across the side wall 2B, the bottom wall 1B, or the opposing side wall 2B.
The connection is fixed.

第4図は控杆CとしてL形アングル材7を使用
したもので、控杆C自体の強度を増強するように
配慮している。
Fig. 4 shows an L-shaped angle member 7 used as the retaining rod C, and consideration has been given to increasing the strength of the retaining rod C itself.

第5図・第6図は、隣接する接続片1′を一対
として控杆Cの連結接続にあたつたもので、第5
図はL形アングル材7の主体7a両端縁に水平状
の取付片8を延設形成して控杆Cとし、その取付
片8を隣接する接続片1′の相対向する水平片部
1″に接続し、第6図は棒状体9の先端にコ型の
連結片10を一体に設けて形成した控杆Cの夫々
平行な折曲片部10a分を隣接する接続片1′の
相対向する垂直片部1に接続している。
Figures 5 and 6 show a pair of adjacent connecting pieces 1' used to connect the retaining rods C.
The figure shows horizontal mounting pieces 8 extending from both ends of the main body 7a of the L-shaped angle member 7 to form a retaining rod C, and the mounting pieces 8 being used as horizontal pieces 1'' of the adjacent connecting pieces 1' facing each other. Fig. 6 shows how the parallel bent pieces 10a of the retaining rod C, which is formed by integrally providing the U-shaped connecting piece 10 at the tip of the rod-shaped body 9, are aligned with the relative positions of the adjacent connecting pieces 1'. It is connected to the vertical piece 1.

尚、接続片1′の実体形状については第7図乃
至第13図に示すようにその使用の用途及び機能
によつて多種存在し、その実体形状については第
3図乃至第6図に示す接続片1′形状に限定され
るものではない。
As for the actual shape of the connection piece 1', there are various types depending on the purpose and function of its use, as shown in FIGS. 7 to 13. It is not limited to the shape of piece 1'.

〔考案の効果〕[Effect of idea]

本考案は以上のように構成したので、以下の利
点がある。
Since the present invention is constructed as described above, it has the following advantages.

受圧面水槽側内面部分4コーナーに固着した荷
崩れ防止片部に、ステーやブレス等の控杆との接
続機能を付与したので、パネル相互の十字状接合
部から離れた位置への接続片2個の固着を強いら
れる試作例のようにパネル相互の十字状接合部の
補強効果が希薄であつたり、ステーやブレスの架
設方向が特定され任意方向へステー、ブレスを架
設できない等の従来欠点を解決できる側壁用の鉄
パネルを安価に供することができる。
The load collapse prevention pieces fixed to the four corners of the inner surface on the water tank side of the pressure-receiving surface have the function of connecting with restraints such as stays and braces, so the connection piece 2 can be placed at a position away from the cross-shaped joint between the panels. Conventional shortcomings include the fact that the reinforcing effect of the cross-shaped joints between panels is weak, as in the prototype example where panels are forced to stick together, and the installation direction of the stays and braces is specified, making it impossible to erect the stays and braces in any direction. Iron panels for side walls can be provided at low cost.

依つて、所期の目的を達成し得る。 Thus, the intended purpose can be achieved.

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

第1図は本考案組立水槽における側壁用鉄パネ
ルの一実施例の斜視図、第2図は上記鉄パネルを
用いて形成した水槽に控杆を連結接続した状態を
示す水槽の縦断面図で一部切欠して示す、第3図
乃至第6図は荷崩れ防止片に対して控杆を連結接
続した状態を示す部分拡大図で、第7図乃至第1
3図は荷崩れ防止片の他の実施例を示す鉄パネル
の斜視図で部分的に示す、第14図、第15図は
従来の鉄パネルの断面図、第16図は試作例にお
ける鉄パネルの斜視図である。 尚、図中、A:鉄パネル、1A:鉄パネル本
体、2A:鉄パネル本体、2:受圧面、C:控
杆、B:水槽本体、1:荷崩れ防止片、1′:接
続片。
Fig. 1 is a perspective view of one embodiment of the side wall iron panel in the assembled aquarium of the present invention, and Fig. 2 is a vertical cross-sectional view of the aquarium showing a state in which a retaining rod is connected to the aquarium formed using the above-mentioned iron panel. Figures 3 to 6, which are partially cut away, are partially enlarged views showing the state in which the retaining rod is connected to the load collapse prevention piece, and Figures 7 to 1 are partially cutaway views.
Fig. 3 is a perspective view and partial illustration of an iron panel showing another embodiment of the load collapse prevention piece, Figs. 14 and 15 are cross-sectional views of a conventional iron panel, and Fig. 16 is a prototype iron panel. FIG. In the figure, A: iron panel, 1A: iron panel main body, 2A: iron panel main body, 2: pressure receiving surface, C: retaining rod, B: water tank main body, 1: cargo collapse prevention piece, 1': connection piece.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 周縁に接合フランジを突出形成した側壁用の鉄
パネル本体において上記接合フランジの突出位置
よりも若干内側の受圧面水槽側内面部分4コーナ
ーに、接合フランジの突出高さよりも低い荷崩れ
防止突片を一体に固着し、該荷崩れ防止突片を、
控杆等との接続片形状に形成したことを特徴とす
る組立水槽における側壁用鉄パネル。
In the main body of the side wall iron panel, which has a joint flange protruding from its periphery, a protrusion for preventing cargo collapse, which is lower than the protruding height of the joint flange, is installed at the four corners of the inner surface of the water tank side of the pressure-receiving surface, which is slightly inside the protruding position of the joint flange. The protruding pieces are fixed together to prevent the load from collapsing,
An iron panel for a side wall in an assembled aquarium, characterized in that it is formed in the shape of a connecting piece with a retaining rod, etc.
JP8030882U 1982-05-31 1982-05-31 Iron panels for side walls in assembled aquariums Granted JPS58183395U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8030882U JPS58183395U (en) 1982-05-31 1982-05-31 Iron panels for side walls in assembled aquariums

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8030882U JPS58183395U (en) 1982-05-31 1982-05-31 Iron panels for side walls in assembled aquariums

Publications (2)

Publication Number Publication Date
JPS58183395U JPS58183395U (en) 1983-12-06
JPS6315188Y2 true JPS6315188Y2 (en) 1988-04-27

Family

ID=30089460

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8030882U Granted JPS58183395U (en) 1982-05-31 1982-05-31 Iron panels for side walls in assembled aquariums

Country Status (1)

Country Link
JP (1) JPS58183395U (en)

Also Published As

Publication number Publication date
JPS58183395U (en) 1983-12-06

Similar Documents

Publication Publication Date Title
RU2032803C1 (en) Formwork for walls erection
US5277004A (en) Apparatus and method for reinforcing swimming pool wall structures
GB1590301A (en) Prefabricated wall element for use in the construction of buildings
JPS6315188Y2 (en)
JP3384467B2 (en) Box pallet
JPH0340794Y2 (en)
US5235787A (en) Method of constructing hexagonal structures
US5033640A (en) Wall for a fluid container
JP2021080655A (en) Unit structure and unit building
JPS5855112Y2 (en) Floating body coupling device
JPS6140704Y2 (en)
JPH0136791Y2 (en)
JPS5931597Y2 (en) Lower stator of internal column in panel aquarium
JPH0219427Y2 (en)
JP3055020U (en) Assembled toilet
JPS5824861Y2 (en) Reinforcement structure of panel aquarium corner parts
JPS6215179Y2 (en)
JPH0440274B2 (en)
JPS6224642Y2 (en)
JPH0110391Y2 (en)
JPS6038551Y2 (en) Panel unit for tank assembly
JP3022616B2 (en) Foldable returnable box
JPS6134306Y2 (en)
JPS5911100Y2 (en) assembly type container
JP2660888B2 (en) Reinforcing bars for concrete and rebar for concrete