JPH0217433B2 - - Google Patents

Info

Publication number
JPH0217433B2
JPH0217433B2 JP55182319A JP18231980A JPH0217433B2 JP H0217433 B2 JPH0217433 B2 JP H0217433B2 JP 55182319 A JP55182319 A JP 55182319A JP 18231980 A JP18231980 A JP 18231980A JP H0217433 B2 JPH0217433 B2 JP H0217433B2
Authority
JP
Japan
Prior art keywords
flange
panel
flanges
assembled
presser foot
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 - Lifetime
Application number
JP55182319A
Other languages
Japanese (ja)
Other versions
JPS57104587A (en
Inventor
Hiroshi Wakana
Isamu Harada
Tatsutoshi Kamakura
Yoshihiko Muto
Shoichi Morikawa
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP55182319A priority Critical patent/JPS57104587A/en
Publication of JPS57104587A publication Critical patent/JPS57104587A/en
Publication of JPH0217433B2 publication Critical patent/JPH0217433B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は組立水槽に関し、とくにその側壁を
構成するパネル集合体に施した耐震補強を提案し
ようとするものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an assembled water tank, and in particular proposes seismic reinforcement applied to a panel assembly constituting the side wall thereof.

従来かかる組立水槽の側壁補強手段としては、
各パネルのフランジにアングル材を添えて一緒に
綴じ合わせること、また各フランジの十字状会同
部にT字状みぞをもつ当て金を取付けることの何
れかあるいは双方が用いられている。
Conventional means for reinforcing the side walls of assembled water tanks include:
Either or both of attaching an angle piece to the flange of each panel and stitching them together, and attaching a stopper with a T-shaped groove to the same portion of the cross of each flange are used.

しかしながら側壁を構成する各パネル集合体に
つき、該組立水槽の稜に面して辺々相接するパネ
ルのフランジ接合端部について上記の補強の効果
は及ばないので、地震対策としては充分でない。
However, in each panel assembly constituting the side wall, the above-mentioned reinforcement effect does not extend to the flange joint ends of the panels that face the ridge of the assembled water tank and are in contact with each other, so this is not sufficient as an earthquake countermeasure.

第1図に従来のパネル式組立水槽の全体を斜視
図で示し、第2図は四つのパネルの会同部におけ
る分解図である。即ちパネル1の周囲に設けたフ
ランジ2を外方として多数のパネル1をフランジ
2同志につきボルトで綴じ合わせ取付けるもので
あつて、好ましくは第2図のようにフランジ2に
アングル材3を添え一緒にしてポルト止めする。
そしてフランジ2が十字状に会同する部分にはT
字みぞをもつ当て板4を当てがいパネル2との間
にボルト止めすることもあつた。
FIG. 1 shows a perspective view of the entire conventional panel-type assembly aquarium, and FIG. 2 is an exploded view of the same portion of the four panels. That is, a large number of panels 1 are attached to the flanges 2 by bolting them together with the flange 2 provided around the panel 1 facing outward. Preferably, angle members 3 are attached to the flange 2 as shown in Fig. 2. Stop at Porto.
And at the part where the flange 2 meets in a cross shape, there is a T.
A backing plate 4 having grooves was sometimes bolted to the backing panel 2.

第3図、第4図はかかるフランジの十字状会同
部の拡大側面図であり、水槽の内部貯水に基づく
水圧P或いは地震力などによつてパネル1が外方
に変形される場合(第4図)、アングル材3が当
て金4にて支持されるのは一端のみで他端即ち側
壁を構成するパネル集合体につき組立水槽の稜に
面して辺々相接するパネルの接合端部(第1図の
A,BおよびC部など)ではアングル材3の支持
は専らポルト5のせん断力に依存し、これに集中
的に応力が生じこの部分から組立水槽に破損が生
じることとなる。
FIGS. 3 and 4 are enlarged side views of the cruciate portion of the flange, and show that when the panel 1 is deformed outward due to water pressure P based on the internal water storage of the water tank or seismic force, etc. The angle member 3 is supported by the stopper 4 at only one end; the other end, that is, the joint end of the panels that face the ridge of the assembled water tank and are in contact with each other on the sides of the panel assembly that constitutes the side wall ( In areas A, B, and C in FIG. 1), the support of the angle member 3 depends solely on the shearing force of the port 5, and stress is concentrated on this, causing damage to the assembled water tank from this area.

すなわち従来のアングル材3を使用した場合と
いえども、耐震補強としては充分でなく、かりに
上記のような破損を生じなくとも水洩れの発生は
さけ得ないのである。
That is, even when the conventional angle members 3 are used, they are not sufficient for seismic reinforcement, and water leakage cannot be avoided even if the above-mentioned damage does not occur.

この発明は上記のような欠点を有利に克服する
ことを目的とするものである。
The invention aims to advantageously overcome the above-mentioned disadvantages.

この発明は周縁をすべて片側に折り曲げて形成
したフランジを有する方形パネルの多数を、フラ
ンジを外側に向け、それらの突き合わせ接合によ
り四周の側壁として築造した組立水槽において、
該側壁を構成するパネル集合体につき、該組立水
槽の稜に面して辺々相接するパネルのフランジに
その外縁を覆う頂面を有するアングル材を当てが
つてボルト及びナツトにて共締めし、このアング
ル材の頂面にかぶさるみぞを有する押え金をフラ
ンジ接合端部を横切つて添え、この押え金と各フ
ランジに対応する各パネルとの間で、該アングル
材頂面を押圧してボルト固定してなる組立水槽の
耐震補強構造である。
This invention provides an assembled aquarium in which a large number of rectangular panels each having a flange formed by bending all the peripheral edges to one side, with the flange facing outward, are butt-jointed to form a four-circumference side wall.
For the panel assembly constituting the side wall, angle members having top surfaces covering the outer edges are applied to the flanges of the panels that face the ridge of the assembled water tank and are in contact with each other on the sides, and are fastened together with bolts and nuts. , a presser foot having a groove that covers the top surface of the angle material is applied across the flange joint end, and the top surface of the angle material is pressed between this presser foot and each panel corresponding to each flange. This is an earthquake-resistant reinforcement structure for an assembled water tank fixed with bolts.

本発明は以上の通りの構成を取るが、特にフラ
ンジに共締めされたアングル材を介して押え金を
もつて補強するために、組立時の公差によるフラ
ンジ外縁のずれがこれによつて完全に吸収され、
補強が完全となるものである。
The present invention has the configuration as described above, but in particular, since the flange is reinforced with a presser foot through the angle material fastened together, deviations of the outer edge of the flange due to tolerances during assembly are completely eliminated. absorbed,
The reinforcement is complete.

第5図a,bに、この発明の具体例を第1図の
A部の補強に適用した場合について示し、図中6
は押え金で、7,7はこの例で底パネル1b,1
bのコーナーでそのフランジ2b,2bに添えた
L形をなす座金であり、これらの座金は底パネル
1b,1bの相接するフランジ2b,2bを挟ん
でその締結ボルト5bで一緒に結合するほか残り
のフランジ2bにあけたボルト孔から、それぞれ
側壁の横に相隣る側パネル1s,1sを貫通する
抑止ボルト8に、スペーサ9をはめ、該パネル1
s,1sの相隣するフランジ2s,2sに添えた
アングル材3にかぶさるみぞ10をもつ押え金6
をナツト止めするようにして、側パネル1s,1
sとの間に、そのフランジ2s,2sの接合端部
を抑止固定する。
Figures 5a and 5b show a case in which a specific example of the present invention is applied to reinforcing section A in Figure 1.
is the presser foot, and 7, 7 is the bottom panel 1b, 1 in this example.
It is an L-shaped washer attached to the flanges 2b, 2b at the corner of the bottom panel 1b, and these washers are connected together with the fastening bolt 5b, sandwiching the adjacent flanges 2b, 2b of the bottom panel 1b, 1b. A spacer 9 is fitted into the restraining bolt 8 which passes through the side panel 1s, 1s adjacent to the side wall from the bolt hole drilled in the remaining flange 2b, and the panel 1
A presser foot 6 having a groove 10 that covers the angle material 3 attached to the adjacent flanges 2s and 2s of s and 1s.
Attach the side panels 1s, 1 with nuts.
The joint ends of the flanges 2s, 2s are restrained and fixed between the flanges 2s and s.

アングル材3はフランジ2sにボルト12及び
ナツト13にて共締めされるもので、アングル材
3はフランジ2sの外縁を覆う頂面3aを有して
いる。前記した押え金のみぞ10はこの頂面3a
がはまるだけの幅をもつている。図中14はボル
ト8に螺合するナツトである。
The angle member 3 is fastened to the flange 2s with bolts 12 and nuts 13, and the angle member 3 has a top surface 3a that covers the outer edge of the flange 2s. The groove 10 of the presser foot described above is formed on this top surface 3a.
It is wide enough to fit. In the figure, 14 is a nut screwed onto the bolt 8.

なおスペーサ9に代え、側パネル1sや押え金
6に対して抑止ボルト8にねじばめしたナツト
(図示略)を用いることもできる。
Note that instead of the spacer 9, a nut (not shown) screwed onto the restraining bolt 8 to the side panel 1s or presser foot 6 may be used.

第6図は、第1図のB部における適用例を示
し、図中15は、パネル組立水槽の四隅で側パネ
ル1sのフランジ2sに沿わせた補強アングルを
示すほか、6は押え金、7は座金、8は抑止ボル
ト、9はスペーサである。
FIG. 6 shows an example of application in part B of FIG. 1, in which 15 indicates reinforcing angles along the flange 2s of the side panel 1s at the four corners of the panel-assembled water tank, 6 indicates a presser foot, 7 8 is a washer, 8 is a restraining bolt, and 9 is a spacer.

また第7図は第1図のC部ついての適用例で、
この場合は平板状の座金7′を用いるほかは、す
でにのべた部品と共通のものは同一番号を付して
あらわしたところから、締結の要領は明らかであ
る。
Also, Fig. 7 is an application example for section C in Fig. 1.
In this case, except for the use of a flat plate-shaped washer 7', parts that are common to those already described are given the same numbers, so the fastening procedure is clear.

上記のようにしてこの発明によれば、パネル組
立水槽の側壁を構成するパネル集合体につき、該
組立水槽の稜に面して辺々相接するパネルのフラ
ンジ、これに添わせたアングルを介し、押え金に
より各パネルとの間に抑止し、これらのフランジ
の接合強度を均一化したので格段にこの種水槽の
耐震強度を高めることができる。
As described above, according to the present invention, for the panel assembly constituting the side wall of the panel-assembled water tank, the flanges of the panels that face the ridge of the assembled water tank and are in contact with each other at various sides, and the angles attached to the flanges, The seismic strength of this type of aquarium can be greatly increased since the joint strength of these flanges is made uniform by restraining the space between each panel using a presser foot.

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

第1図は組立水槽の斜視図、第2図は要部の分
解図、第3図はパネル、フランジ部の側面図、第
4図は変形状態についての第3図と同様な側面
図、第5図a,bは第1図のA部にけるこの発明
の適用例を示す断面図と水平断面図、第6図は同
じくB部についての、また第7図は同じくC部に
おける各水平断面図である。 1……パネル、2……フランジ、3……アング
ル材、6……押え金、8……抑止ボルト。
Figure 1 is a perspective view of the assembled water tank, Figure 2 is an exploded view of the main parts, Figure 3 is a side view of the panel and flange, Figure 4 is a side view similar to Figure 3 in a deformed state, Figures 5a and 5b are cross-sectional views and horizontal cross-sectional views showing an example of application of the present invention in part A of Figure 1, Figure 6 is a horizontal cross-sectional view of part B, and Figure 7 is a horizontal cross-sectional view of part C in the same way. It is a diagram. 1... panel, 2... flange, 3... angle material, 6... presser foot, 8... restraining bolt.

Claims (1)

【特許請求の範囲】 1 周縁をすべて片側に折り曲げて形成したフラ
ンジを有する方形パネルの多数を、フランジを外
側に向け、それらの突き合わせ接合により四周の
側壁として築造した組立水槽において、 該側壁を構成するパネル集合体につき、該組立
水槽の稜に面して辺々相接するパネルのフランジ
にその外縁を覆う頂面を有するアングル材を当て
がつてボルト及びナツトにて共締めし、このアン
グル材の頂面にかぶさるみぞを有する押え金をフ
ランジ接合端部を横切つて添え、この押え金と各
フランジに対応する各パネルとの間で、該アング
ル材頂面を押圧してボルト固定してなる組立水槽
の耐震補強構造。
[Scope of Claims] 1. In an assembled aquarium constructed by butt-joining a large number of rectangular panels having flanges formed by bending all the peripheral edges to one side, with the flanges facing outward, and joining them to form a four-circumference side wall, the side wall is constituted by: For the panel assembly to be assembled, an angle member having a top surface that covers the outer edge is applied to the flanges of the panels that face the ridge of the assembled water tank and are in contact with each other on each side, and the angle members are tightened together with bolts and nuts. A presser foot having a groove that covers the top surface of the angle member is placed across the flange joint end, and between this presser foot and each panel corresponding to each flange, the top surface of the angle member is pressed and bolted. Seismic reinforcement structure for assembled water tanks.
JP55182319A 1980-12-23 1980-12-23 Earthquake-proof reinforcing of prefabricated water tank Granted JPS57104587A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55182319A JPS57104587A (en) 1980-12-23 1980-12-23 Earthquake-proof reinforcing of prefabricated water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55182319A JPS57104587A (en) 1980-12-23 1980-12-23 Earthquake-proof reinforcing of prefabricated water tank

Related Child Applications (3)

Application Number Title Priority Date Filing Date
JP88121968A Division JPH0343389A (en) 1988-05-20 1988-05-20 Aseismic reinforcement for prefabricated water tank
JP1231669A Division JPH02180193A (en) 1989-09-08 1989-09-08 Earthquake-proof reinforcement of assembled water tank
JP3091014A Division JPH0669829B2 (en) 1991-03-30 1991-03-30 Seismic strengthening structure of mutual connection between side wall and horizontal wall of assembled tank

Publications (2)

Publication Number Publication Date
JPS57104587A JPS57104587A (en) 1982-06-29
JPH0217433B2 true JPH0217433B2 (en) 1990-04-20

Family

ID=16116220

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55182319A Granted JPS57104587A (en) 1980-12-23 1980-12-23 Earthquake-proof reinforcing of prefabricated water tank

Country Status (1)

Country Link
JP (1) JPS57104587A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0343389A (en) * 1988-05-20 1991-02-25 Bridgestone Corp Aseismic reinforcement for prefabricated water tank

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55376B2 (en) * 1974-06-17 1980-01-08
JPS5737576A (en) * 1980-08-11 1982-03-01 Hitachi Chemical Co Ltd Reinforcing structure of prefabricated tank

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5824861Y2 (en) * 1976-11-30 1983-05-27 株式会社ブリヂストン Reinforcement structure of panel aquarium corner parts
JPS5758155Y2 (en) * 1978-06-13 1982-12-13
JPS5561584U (en) * 1978-10-23 1980-04-26

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55376B2 (en) * 1974-06-17 1980-01-08
JPS5737576A (en) * 1980-08-11 1982-03-01 Hitachi Chemical Co Ltd Reinforcing structure of prefabricated tank

Also Published As

Publication number Publication date
JPS57104587A (en) 1982-06-29

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