JPS6318622Y2 - - Google Patents

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Publication number
JPS6318622Y2
JPS6318622Y2 JP18435383U JP18435383U JPS6318622Y2 JP S6318622 Y2 JPS6318622 Y2 JP S6318622Y2 JP 18435383 U JP18435383 U JP 18435383U JP 18435383 U JP18435383 U JP 18435383U JP S6318622 Y2 JPS6318622 Y2 JP S6318622Y2
Authority
JP
Japan
Prior art keywords
cross
ceiling wall
shaped joint
fixing plate
shaped
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
JP18435383U
Other languages
Japanese (ja)
Other versions
JPS6090197U (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 JP18435383U priority Critical patent/JPS6090197U/en
Publication of JPS6090197U publication Critical patent/JPS6090197U/en
Application granted granted Critical
Publication of JPS6318622Y2 publication Critical patent/JPS6318622Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は天井壁に排水勾配を有する大型組立水
槽に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a large assembled water tank having a drainage slope on the ceiling wall.

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

従来、組立水槽は1辺を2.5m以上とする天井
壁を有するものにあつては、天井壁用パネルにお
ける全ての十字状接合部下と底壁とに亘つて立設
した内支柱で、天井壁の排水勾配を阻害しないよ
うにその天井壁に耐強度を付与している。
Conventionally, when an assembled aquarium has a ceiling wall with a side of 2.5 m or more, the ceiling wall is covered with inner supports that are erected under all the cross-shaped joints in the ceiling wall panel and the bottom wall. The ceiling walls are given strength so as not to obstruct the drainage slope.

内支柱の取付構造には実開昭53−39813号公報
のものがある。
A mounting structure for the inner support is disclosed in Japanese Utility Model Application Publication No. 53-39813.

この先行技術は内支柱の上端に十字状に交差さ
せて溝を設け、その溝幅を天井壁用パネル周縁の
接合フランジの層みの2倍に形成し、該内支柱の
その十字状溝を天井壁用パネル相互の十字状接合
部における接合フランジに嵌め込み傾斜状態から
垂直状態になるように内支柱を槽内において人為
的に移動させることにより天井壁用パネルにおけ
る全ての十字状接合部下に内支柱を立設したもの
である。
In this prior art, a cross-shaped groove is provided at the upper end of the inner column, and the width of the groove is twice as large as the thickness of the joining flange around the periphery of the ceiling wall panel. By fitting into the joining flanges at the cross-shaped joints of the ceiling wall panels and artificially moving the inner columns in the tank so that they change from the slanted state to the vertical state, the internal support is inserted under all the cross-shaped joints in the ceiling wall panels. It is made of pillars erected.

しかし、斯る先行技術の場合、天井壁用パネル
における全ての十字状接合部下に内支柱を立設し
なければならない為、組立水槽が大型になればな
るほど、それに比例して使用される内支柱の必要
本数が多くなり、必要コストが大幅に高騰するば
かりか、内支柱の上端に凹設した十字状溝を、天
井壁を構成する天井壁用パネル相互の十字状接合
部における接合フランジに嵌め込み係止する際、
その溝幅が接合フランジ厚の2倍に等しい大きさ
に凹設されている関係上、接合フランジ下端縁が
十字状溝の縁に引つ掛かりスムースに接合フラン
ジが同溝内に案内されにくい作業上問題点をも保
有している。
However, in the case of such prior art, since inner columns must be erected under all the cross-shaped joints in the ceiling wall panels, the larger the assembled aquarium, the more inner columns are used in proportion to the size of the assembled aquarium. Not only will the number of required panels increase, resulting in a significant rise in cost, but it will also be necessary to fit the cross-shaped groove recessed into the upper end of the inner support into the joint flange at the cross-shaped joint between the ceiling wall panels that make up the ceiling wall. When locking,
Because the groove width is recessed to a size equal to twice the thickness of the joining flange, the lower edge of the joining flange gets caught on the edge of the cross-shaped groove, making it difficult to guide the joining flange smoothly into the groove. It also has the above problems.

〔技術的課題〕[Technical issues]

本考案の技術的課題は使用される内支柱の本数
を最小限度に留めながら、天井壁の排水勾配を維
持すると共に、使用される内支柱を天井壁用パネ
ル相互における十字状接合部の接合フランジ部分
に溝係合させずに安定良く立設させることにあ
る。
The technical problem of this invention is to maintain the drainage slope of the ceiling wall while minimizing the number of inner columns used, and to connect the inner columns used to the joint flange of the cross-shaped joint between the ceiling wall panels. The object is to stably stand up the parts without engaging the grooves.

〔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.

天井壁を形成するパネル相互の十字状接合部上
に固定する第1、第2接続部補強材と、上端に鍔
部を有する内支柱必要本と、その内支柱を天井壁
に係止する係止手段とを備え、前記第1接続部補
強材は天井壁の頂点となる十字状接合部を境に隣
接するパネルの勾配に沿う山形状とする金属製の
固定用プレートと、そのプレート上面に中空パイ
プからなる補強骨部を一体に固着して形成すると
共に、第2接続部補強材を、天井壁の頂点以外の
十字状接合部に沿うフラツト形状とする金属製の
固定用プレートと、そのプレート上面に一体に固
着した中空パイプからなる金属製の補強骨部とで
形成し、十字状接合部を境に隣接する各パネルに
開孔した通孔と相対する固定用プレート部分に接
続孔を開孔し、その通孔と接続孔とを槽外から挿
通する取付ボルトを槽内からナツト止めして第
1、第2接続部補強材を各十字状接合部上に固定
すると共に、十字状接合部の内、所定間隔をおい
て位置する十字状接合部直下と、底壁上面とに亘
つて内支柱を係止手段を介して立設してなり、該
係止手段を、前記取付ボルトの螺軸部に螺合する
高ナツトと、取付ボルトの螺軸部に相対して内支
柱上端の鍔部に開孔した連絡孔を挿通して上記高
ナツトに螺合する長尺螺子棒と、その長尺螺子棒
下端に螺挿し内支柱上端の鍔部下面に緊締する押
えナツトとで構成したことである。
First and second connection reinforcing members fixed on the cross-shaped joints of panels forming the ceiling wall, an inner support having a flange at the upper end, and a locking member for securing the inner support to the ceiling wall. The first connecting portion reinforcing member includes a metal fixing plate having a mountain shape along the slope of the adjacent panel with the cross-shaped joint serving as the apex of the ceiling wall as the border, and a metal fixing plate on the upper surface of the plate. A metal fixing plate formed by integrally fixing a reinforcing bone part made of a hollow pipe, and having a second connection part reinforcing material in a flat shape along a cross-shaped joint part other than the apex of the ceiling wall; It is formed with a metal reinforcing bone part made of a hollow pipe that is integrally fixed to the top surface of the plate, and connecting holes are provided in the fixing plate part opposite to the through holes opened in each panel adjacent to the cross-shaped joint. A mounting bolt is inserted from outside the tank through the through hole and the connecting hole, and is tightened from inside the tank to fix the first and second connection reinforcement members on each cross-shaped joint. Inside the joint part, an inner column is erected between the cross-shaped joint part located at a predetermined interval and the upper surface of the bottom wall via a locking means, and the locking means is connected to the mounting bolt. a long threaded rod that is inserted through a communication hole opened in the flange of the upper end of the inner column opposite to the threaded shaft of the mounting bolt and threaded into the tall nut; , and a presser nut that is screwed into the lower end of the long screw rod and tightened to the lower surface of the collar at the upper end of the inner column.

〔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.

天井壁の頂点となる十字状接合部上に第1接
続部補強材の固定用プレートを固定することに
よつてその山形状の固定用プレートと、中空パ
イプからなる補強骨部との剛力で天井壁頂点の
山形形状を狂わさずに同十字状接合部を境に隣
接するパネル群を接続し、天井壁の頂点以外の
十字状接合部上に第2接続部補強材の固定用プ
レートを固定することによつて、フラツト形状
とするその固定用プレートと、中空パイプから
なる補強骨部との剛力で排水勾配を狂わさずに
同十字状接合部を境に隣接するパネル群を固定
して排水機能を有する天井壁を形成し、十字状
接合部の内、所定間隔をおいて位置する十字状
接合部直下と、底壁上面とに亘つて内支柱を立
設することによつて前記第1、第2接続部補強
材の剛力と、必要本の内支柱とで清掃や点検等
の理由で作業者が乗つても、撓まない程度の耐
強度を維持する。
By fixing the fixing plate of the first connection part reinforcing material on the cross-shaped joint that is the apex of the ceiling wall, the ceiling is fixed by the rigidity of the mountain-shaped fixing plate and the reinforcing bone part made of the hollow pipe. Connect adjacent panel groups across the same cross-shaped joint without disturbing the chevron shape of the wall apex, and fix the fixing plate of the second connection reinforcement material on the cross-shaped joint other than the top of the ceiling wall. In particular, the rigidity of the flat-shaped fixing plate and the reinforcing ribs made of hollow pipes allows the drainage function to be fixed by fixing adjacent panel groups across the same cross-shaped joint without disturbing the drainage slope. The above-mentioned first, The rigidity of the second connection part reinforcing material and the necessary inner supports maintain enough strength to not bend even when a worker rides on it for reasons such as cleaning or inspection.

内支柱は、第1、第2接続部補強材を固定す
る取付ボルトに螺合する高ナツトに、内支柱鍔
部に開孔した連絡孔を挿通して長尺螺子棒を螺
合させ、次いでその長尺螺子棒下端に螺挿する
押えナツトを鍔部下面に緊締することによつて
安定良く十字状接合部下と、底壁上面との間に
移動不能に立設される。
The inner strut is constructed by inserting a long threaded rod into a tall nut that is screwed onto a mounting bolt that fixes the first and second connection reinforcing materials through a communication hole drilled in the inner strut flange, and then screwing the long threaded rod. By tightening a retaining nut screwed into the lower end of the long screw rod to the lower surface of the collar, it is stably and immovably installed between the cross-shaped joint and the upper surface of the bottom wall.

〔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.

水槽本体Aは、天井壁用、側壁用、底壁用のパ
ネル1,2,3を夫々隣接接合して大型に形成
し、この天井壁aを構成するパネル1相互の十字
状接合部a1の内、排水勾配を形成した際、頂点
a′となるパネル1相互の十字状接合部a1′上に第
1接続部補強材Bを、その他の十字状接合部a1
に第2接続部補強材Cを固定したもので、この水
槽本体Aにおける十字状接合部a1の内、平面千鳥
状等所謂、所定間隔をおいた十字状接合部a1
a1′下に内支柱Dを立設する。
The aquarium main body A is formed into a large size by adjoining panels 1, 2, and 3 for the ceiling wall, side walls, and bottom wall, respectively, and a cross-shaped joint a 1 between the panels 1 constituting the ceiling wall a. When forming a drainage slope, the apex
The first connecting part reinforcing material B is fixed on the cross-shaped joint part a1 ' of the panels 1, which becomes a', and the second joint part reinforcing material C is fixed on the other cross-shaped joint part a1 . Among the cross-shaped joints a 1 in the aquarium main body A, the so-called cross-shaped joints a 1 with predetermined intervals, such as a planar staggered shape,
Set up the inner support post D under a 1 '.

第1接続部補強材Bは、頂点a′、即ち最高点と
なる十字状接合部a1′上に固定してその十字状接
合部a1′を構成するパネル1群を両流れの山形状
に持ち上げ変形させるもので、正面〓形状に折曲
した金属製の固定用プレート体4と、その固定用
プレート体4上に溶着5′等の適当手段で固定し
た中空パイプからなる金属製の補強骨部5とで構
成したものである。
The first connection part reinforcing material B is fixed on the apex a', that is, the highest point of the cross-shaped joint part a1 ', and forms a group of panels constituting the cross-shaped joint part a1 ' into a double-sided mountain shape. A metal fixing plate body 4 bent into a front shape, and a metal reinforcement consisting of a hollow pipe fixed on the fixing plate body 4 by appropriate means such as welding 5'. It is composed of a bone portion 5.

固定用プレート体4は、頂点a′を形成する十字
状接合部a1′に隣接する4枚のパネル1全てに行
き亘る程度の面積を有し、両傾斜片部b共に1゜〜
5゜の勾配を有するように〓形状としたもので、そ
の4枚のパネル1の相対する部分に接続孔15を
開孔してなり、両傾斜片部bを排水勾配を付ける
方向を向けて各パネル1群に開孔した通孔14
と、上記接続孔15とを槽外から挿通する取付ボ
ルト1′に槽内からナツト1″止めすることによつ
て強制的に頂点a′を構成する十字状接合部a1′に
隣接するパネル1群を上方へ山形形状に弾性変形
させる。尚、本実施例においてはこの第1接続部
補強材Bは、第4図に示すように短辺方向中央に
存在する十字状接合部a1′の全てに固定すること
により天井壁aを山形状に弾性変形させて天井壁
aを長辺方向に排水勾配を有する屋根状に変形さ
せて排水勾配を形成している。
The fixing plate body 4 has an area that is large enough to cover all four panels 1 adjacent to the cross-shaped joint a 1 ′ forming the apex a′, and both inclined pieces b have an area of 1° to
It is shaped so as to have a slope of 5 degrees, and connection holes 15 are opened in the opposing parts of the four panels 1, and both sloped pieces b are oriented in the direction of creating a drainage slope. Through holes 14 in each group of panels
and the panel adjacent to the cross-shaped joint a 1 ' that forcibly constitutes the apex a' by fixing the connecting hole 15 through the mounting bolt 1' inserted from outside the tank with a nut 1 '' from inside the tank. The first group is elastically deformed upward into a chevron shape.In this embodiment, this first connection portion reinforcing material B is a cruciform joint portion a 1 ′ existing at the center in the short side direction, as shown in FIG. By fixing to all of the parts, the ceiling wall a is elastically deformed into a mountain shape, and the ceiling wall a is deformed into a roof shape having a drainage slope in the long side direction, thereby forming a drainage slope.

第2接続部補強材Cは、頂点a′以外のその他の
パネル1相互の十字状接合部a1′上に固定して第
1接続部補強材Bで形成した山形形状を狂わさず
に囲りのパネル1群を傾斜状に強制的に接続する
もので、下面がフラツトである金属製の固定用プ
レート6と、その固定用プレート6上に溶着7等
の適当な手段を介して固着した中空パネルからな
る金属製の補強骨部8とで形成したもので、各パ
ネル1に前記第1接続部補強材Bと同様に取付ボ
ルト1′にナツト1″止めする。
The second connection part reinforcing material C is fixed on the cross-shaped joint part a1 ' of the other panels 1 other than the apex a', and surrounds the chevron shape formed by the first connection part reinforcement material B without disturbing it. A group of panels are forcibly connected in an inclined manner, with a metal fixing plate 6 having a flat bottom surface and a hollow plate fixed to the fixing plate 6 by an appropriate means such as welding 7. Each panel 1 is secured to a mounting bolt 1' with a nut 1'' in the same manner as the first connecting portion reinforcing member B.

内支柱Dは、天井壁aの内、所定間隔をおいた
例えばジグザグ、Vの連続、Wの連続、平面千鳥
を呈する十字状接合部a1,a1′下に立設して天井
壁aを均等に下から支えて清掃や点検等の理由で
天井壁に乗る作業者の重みによつて天井壁aが変
形するのを防止する為のもので、第1図や第8図
に示すように水槽本体Aの長辺方向において縦一
列個々の十字状接合部a1,a1′下に1個の割合で
もつて規則的に立設するのが良いが、細かく観察
すれば不規則であつても任意である。
The inner supports D are erected under the cross-shaped joints a 1 , a 1 ′ that exhibit a zigzag pattern, a continuous V pattern, a continuous W pattern, or a staggered pattern at predetermined intervals within the ceiling wall a. This is to support the ceiling wall evenly from below and prevent the ceiling wall a from deforming due to the weight of workers riding on the ceiling wall for cleaning, inspection, etc., as shown in Figures 1 and 8. It is best to stand up regularly in the long side direction of the aquarium body A, with one cruciform joint a 1 , a 1 ′ under each of the cross-shaped joints a 1 , a 1 ′, but if you look closely, you will notice that they are irregular. It is also optional.

また、内支柱Dを規則正しく立設せしめる理由
は、正しく立設せしめることにより天井壁aを多
数本の内支柱Dを用いずとも均等に支え、第1接
続部補強材B及び第2接続部補強材Cでもつて天
井壁aに剛性を加えていることとが相乗して、作
業者が乗つても十分に耐圧強度を付与する天井壁
aを形成する為である。
In addition, the reason why the inner columns D are erected regularly is that by erecting them correctly, the ceiling wall a can be evenly supported without using a large number of inner columns D, and the first connection part reinforcing material B and the second connection part reinforcement material This is because the material C adds rigidity to the ceiling wall a, and together with this, the ceiling wall a has sufficient pressure resistance even when a worker stands on it.

また内支柱Dは、十字状接合部a1,a1′下から
底壁に至る内寸と略同一長さの筒状体9上端及び
下端に鍔部9′を夫々固着して形成したもので、
上端の鍔部9′には第1接続部補強材Bや第2接
続部補強材C固定用の前記取付ボルト1′と対応
する部分に連絡孔10を開孔してなり、第7図に
示すように係止手段Fを用いて十字状接合部a1
a1′下に立設する。
The inner support D is formed by fixing flanges 9' to the upper and lower ends of a cylindrical body 9 having approximately the same length as the inner dimension from below the cross-shaped joints a1 , a1 ' to the bottom wall. in,
The flange 9' at the upper end is provided with communication holes 10 in the portions corresponding to the mounting bolts 1' for fixing the first connection part reinforcing material B and the second connection part reinforcing material C, as shown in FIG. Using the locking means F as shown, the cruciform joint a 1 ,
a 1 ′ below.

係止手段Fは前記取付ボルト1′の螺軸部に螺
合する高ナツト11と、その高ナツト11に内支
柱D上端の鍔部9′の連絡孔10を挿通して螺合
する長尺螺子棒12と、その長尺螺子棒12下端
に螺挿する押えナツト13とからなつており、ま
ず取付ボルト1′に螺合してナツト1″下面に高ナ
ツト11を緊締せしめると共に、その高ナツト1
1に連絡孔10が相対するように内支柱Dを底壁
Eとに亘つて立て、槽内から連絡孔10を挿通し
て高ナツト11に長尺螺子棒12を螺合せしめ、
次いで押えナツト13をその長尺螺子棒12に螺
合させると共に鍔部9′下面に緊締させることに
よつて内支柱Dを移動不能に立設させる。
The locking means F includes a tall nut 11 that is threaded onto the threaded shaft of the mounting bolt 1', and a long nut 11 that is threaded into the communicating hole 10 of the flange 9' at the upper end of the inner column D. It consists of a threaded rod 12 and a holding nut 13 that is screwed into the lower end of the long threaded rod 12. First, screw it onto the mounting bolt 1' and tighten the high nut 11 on the lower surface of the nut 1'', and then tighten the high nut 11. Natsu 1
1, the inner support D is erected across the bottom wall E so that the communication hole 10 faces the inner support D, and the long threaded rod 12 is screwed into the high nut 11 through the communication hole 10 from inside the tank.
Next, the holding nut 13 is screwed onto the elongated threaded rod 12 and tightened against the lower surface of the flange 9', so that the inner support D is erected in an immovable manner.

尚、内支柱Dの長さは、内支柱Dが立設される
十字状接合部a1,a1′下におけるパネル1周縁の
接合フランジ16下端と、底壁E上面との間隔
夫々と対応する長さに形成されている。
The length of the inner support D corresponds to the distance between the lower end of the joint flange 16 at the periphery of the panel 1 and the upper surface of the bottom wall E under the cross-shaped joints a 1 and a 1 ' where the inner support D is erected. It is formed to the desired length.

〔考案の効果〕[Effect of idea]

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

第1接続部補強材で、天井壁の頂点となる十
字状接合部を境に隣接するパネル群の山形形状
を維持し、第2接続部補強材で、天井壁の頂点
以外の十字状接合部を境に隣接するパネル群の
傾斜状態を維持することによつて形成された排
水機能を有する天井壁の十字状接合部の内、所
定間隔をおいて位置する十字状接合部直下と、
底壁上面とに亘つて必要本の内支柱を立設する
ことによつて作業者の重量によつては撓まない
程度の耐強度を有する天井壁を形成し得る。
The first connection reinforcing material maintains the chevron-shaped shape of the adjacent panel group with the cross-shaped joint at the top of the ceiling wall as a boundary, and the second connection reinforcement material maintains the criss-cross joint at the top of the ceiling wall. Among the cruciform joints of the ceiling wall that have a drainage function formed by maintaining the slope of the adjacent panel group with the boundary as the border, the cruciform joints located at a predetermined interval immediately below the cruciform joints;
By erecting the required number of inner supports across the upper surface of the bottom wall, it is possible to form a ceiling wall that has enough strength to withstand bending under the weight of the worker.

故に、天井壁のパネル相互における十字状接
合部全て下に内支柱を立設する先行技術に比べ
て使用される内支柱を大巾に削減でき、必要コ
ストの低減化が望める。
Therefore, compared to the prior art in which inner supports are erected under all the cross-shaped joints between the panels of the ceiling wall, the number of inner supports used can be greatly reduced, and the required cost can be expected to be reduced.

第1、第2接続部補強材を固定する取付ボル
トの螺軸部に高ナツトを螺合締結し、内支柱上
端の鍔部に開孔した連絡孔を挿通する長尺螺子
棒下端に螺挿する押えナツトをその鍔部下面に
緊締することによつて移動不能に内支柱を立設
するようにしているので、先行技術のように接
合フランジ嵌め込み時に接合フランジ下端縁が
十字状溝の縁に引つ掛かることに起因する内支
柱の立設作業の不手際を惹起させる心配もな
く、内支柱をより簡単に立設できる。
A high nut is screwed onto the threaded shaft of the mounting bolt that fixes the first and second connection reinforcing materials, and is screwed into the lower end of the long threaded rod that is inserted through the communication hole drilled in the flange of the upper end of the inner column. By tightening the retainer nut to the lower surface of the flange, the inner support is immovably erected, so that when the joint flange is fitted, unlike the prior art, the lower edge of the joint flange does not touch the edge of the cross-shaped groove. The inner support can be more easily erected without worrying about clumsiness in the work of erecting the inner support due to getting caught.

依つて、所期の目的を達成する。 Thus, achieving the intended purpose.

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

図面は、本考案大型組立水槽の実施例を示し、
第1図は平面図で一部切欠して示す、第2図は2
−2断面図、第3図は3−3断面図、第4図は斜
視図、第5図は山形補強材取付部分の拡大断面
図、第6図は6−6断面図、第7図は内支柱の取
付部分を示す拡大断面図、第8図は他の例の平面
図で一部切欠して示す。 尚図中、a:天井壁、A:水槽本体、a1
a1′:十字状接合部、B:第1接続部補強材、
C:第2接続部補強材、D:内支柱、4,6:固
定用プレート、5,8:補強骨部、F:掛止手
段、1′,1″:取付ボルト、ナツト、11:高ナ
ツト、9′:鍔部、10:連絡孔、12:長尺螺
子棒、13:押えナツト、14:通孔、15:接
続孔、E:底壁、a′:頂点。
The drawings show an embodiment of the large assembled water tank of the present invention,
Figure 1 is a plan view with a part cut away, Figure 2 is a 2
-2 sectional view, Fig. 3 is a 3-3 sectional view, Fig. 4 is a perspective view, Fig. 5 is an enlarged sectional view of the angle-shaped reinforcing material attachment part, Fig. 6 is a 6-6 sectional view, and Fig. 7 is FIG. 8 is an enlarged cross-sectional view showing the attachment portion of the inner support, and is a partially cutaway plan view of another example. In the figure, a: ceiling wall, A: aquarium body, a 1 ,
a 1 ′: Cruciform joint, B: First connection reinforcing material,
C: Second connection reinforcement material, D: Inner column, 4, 6: Fixing plate, 5, 8: Reinforcement bone part, F: Hanging means, 1', 1'': Mounting bolt, nut, 11: Height Nut, 9': Flange, 10: Communication hole, 12: Long screw rod, 13: Holding nut, 14: Through hole, 15: Connection hole, E: Bottom wall, a': Apex.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 天井壁を形成するパネル相互の十字状接合部上
に固定する第1、第2接続部補強材と、上端に鍔
部を有する内支柱必要本と、その内支柱を天井壁
に係止する係止手段とを備え、前記第1接続部補
強材は天井壁の頂点となる十字状接合部を境に隣
接するパネルの勾配に沿う山形状とする金属製の
固定用プレートと、そのプレート上面に中空パイ
プからなる補強骨部を一体に固着して形成すると
共に、第2接続部補強材を、天井壁の頂点以外の
十字状接合部に沿うフラツト形状とする金属製の
固定用プレートと、そのプレート上面に一体に固
着した中空パイプからなる金属製の補強骨部とで
形成し、十字状接合部を境に隣接する各パネルに
開孔した通孔と相対する固定用プレート部分に接
続孔を開孔し、その通孔と接続孔とを槽外から挿
通する取付ボルトを槽内からナツト止めして第
1、第2接続部補強材を各十字状接合部上に固定
すると共に、十字状接合部の内、所定間隔をおい
て位置する十字状接合部直下と、底壁上面とに亘
つて内支柱を係止手段を介して立設してなり、該
係止手段を、前記取付ボルトの螺軸部に螺合する
高ナツトと、取付ボルトの螺軸部に相対して内支
柱上端の鍔部に開孔した連絡孔を挿通して上記高
ナツトに螺合する長尺螺子棒と、その長尺螺子棒
下端に螺挿し内支柱上端の鍔部下面に緊締する押
えナツトとで構成したことを特徴とする大型組立
水槽。
First and second connection reinforcing members fixed on the cross-shaped joints of panels forming the ceiling wall, an inner support having a flange at the upper end, and a locking member for securing the inner support to the ceiling wall. The first connecting portion reinforcing member includes a metal fixing plate having a mountain shape along the slope of the adjacent panel with the cross-shaped joint serving as the apex of the ceiling wall as the border, and a metal fixing plate on the upper surface of the plate. A metal fixing plate formed by integrally fixing a reinforcing bone part made of a hollow pipe, and having a second connection part reinforcing material in a flat shape along a cross-shaped joint part other than the apex of the ceiling wall; It is formed with a metal reinforcing bone part made of a hollow pipe that is integrally fixed to the top surface of the plate, and connecting holes are provided in the fixing plate part opposite to the through holes opened in each panel adjacent to the cross-shaped joint. A mounting bolt is inserted from outside the tank through the through hole and the connecting hole, and is tightened from inside the tank to fix the first and second connection reinforcement members on each cross-shaped joint. Inside the joint part, an inner column is erected between the cross-shaped joint part located at a predetermined interval and the upper surface of the bottom wall via a locking means, and the locking means is connected to the mounting bolt. a long threaded rod that is inserted through a communication hole opened in the flange of the upper end of the inner column opposite to the threaded shaft of the mounting bolt and threaded into the tall nut; , and a presser nut screwed into the lower end of the long screw rod and tightened to the lower surface of the flange at the upper end of the inner support.
JP18435383U 1983-11-28 1983-11-28 Large assembled water tank Granted JPS6090197U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18435383U JPS6090197U (en) 1983-11-28 1983-11-28 Large assembled water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18435383U JPS6090197U (en) 1983-11-28 1983-11-28 Large assembled water tank

Publications (2)

Publication Number Publication Date
JPS6090197U JPS6090197U (en) 1985-06-20
JPS6318622Y2 true JPS6318622Y2 (en) 1988-05-25

Family

ID=30398751

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18435383U Granted JPS6090197U (en) 1983-11-28 1983-11-28 Large assembled water tank

Country Status (1)

Country Link
JP (1) JPS6090197U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS615791U (en) * 1984-06-15 1986-01-14 三菱樹脂株式会社 Assembly type liquid storage tank

Also Published As

Publication number Publication date
JPS6090197U (en) 1985-06-20

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