JPS624314B2 - - Google Patents
Info
- Publication number
- JPS624314B2 JPS624314B2 JP57010557A JP1055782A JPS624314B2 JP S624314 B2 JPS624314 B2 JP S624314B2 JP 57010557 A JP57010557 A JP 57010557A JP 1055782 A JP1055782 A JP 1055782A JP S624314 B2 JPS624314 B2 JP S624314B2
- Authority
- JP
- Japan
- Prior art keywords
- bottom wall
- edge
- vertical joint
- aquarium
- joint edge
- 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
Links
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は耐震形パネル組立式水槽と架台との締
結方式に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for connecting an earthquake-resistant panel assembly type water tank to a pedestal.
パネル組立式水槽に地震力が作用した場合、水
槽には水平力が作用する。この水平力により、水
槽が定位置からはずれたり或は転倒したりするの
を防止するため、第7図乃至第9図に示すように
断面L字状の据付金具4を架台固定ボルト5によ
り架台2に固定し、さらに底壁固定ボルト6で据
付金具4と底壁の垂直接合縁8を固定する方法が
広く用いられている。
When an earthquake force acts on a panel-assembled aquarium, a horizontal force acts on the aquarium. In order to prevent the aquarium from moving out of its normal position or falling over due to this horizontal force, the mounting bracket 4, which has an L-shaped cross section, is attached to the mount using the mount fixing bolts 5, as shown in FIGS. 7 to 9. 2, and further fixing the vertical joining edge 8 of the mounting bracket 4 and the bottom wall with bottom wall fixing bolts 6 is widely used.
例えば第7図に示すような幅が狭く、高さの高
い水槽に地震力が作用した場合、水平力の作用中
心高さが高いために転倒モーメントが非常に大き
くなり、パネル組立式水槽1と架台2の固定部に
は水平力により架台2と水槽1底壁がひき離され
る力、すなわち垂直力が同時に加わることにな
る。この2つの力のうち垂直力に着目し、第9図
に従い底壁固定ボルト6の回りの発生応力を考え
てみると、底壁固定ボルト6には垂直力によつて
剪断応力が発生し、一方水槽底壁のボルト貫通孔
14の底壁固定ボルト6と接触している部分には
面圧力が発生する。この時、例えば水槽が合成樹
脂で作られている場合、一般に合成樹脂の許容面
圧力がボルトのそれよりも低いので、地震等によ
り大きな垂直力が加わつた場合には合成樹脂の水
槽底壁に設けられたボルト貫通孔14が破損し水
槽が転倒することがある。 For example, when an earthquake force acts on an aquarium that is narrow in width and high in height as shown in Figure 7, the overturning moment becomes extremely large because the height of the center of action of the horizontal force is high. At the same time, a force that causes the pedestal 2 and the bottom wall of the water tank 1 to be separated by a horizontal force, ie, a vertical force, is applied to the fixed portion of the pedestal 2. Of these two forces, focusing on the vertical force and considering the stress generated around the bottom wall fixing bolt 6 according to Fig. 9, shear stress is generated in the bottom wall fixing bolt 6 due to the vertical force, On the other hand, surface pressure is generated in the portion of the bolt through hole 14 in the bottom wall of the water tank that is in contact with the bottom wall fixing bolt 6. At this time, for example, if the aquarium is made of synthetic resin, the permissible surface pressure of the synthetic resin is generally lower than that of bolts, so if a large vertical force is applied due to an earthquake, etc., the synthetic resin aquarium bottom wall will be damaged. The provided bolt through hole 14 may be damaged and the water tank may fall over.
従来、このような転倒を防止するためには底壁
固定ボルト6の員数を多くしたり水槽底壁の垂直
接合縁8の厚さを増したりして、垂直力によりボ
ルト貫通孔14に発生する面圧力を減少させてい
た。 Conventionally, in order to prevent such falls, the number of bottom wall fixing bolts 6 is increased or the thickness of the vertical joint edge 8 of the bottom wall of the aquarium is increased to prevent vertical forces from occurring in the bolt through holes 14. It was reducing surface pressure.
〔発明が解決しようとする問題点〕
しかし、底壁固定ボルト6を多くする方法は水
槽底壁にボルト貫通孔14を多数設けなければな
らず、ボルト貫通孔14の断面欠損による水槽底
壁の垂直接合縁8の強度低下を引きおこすと言う
問題があつた。[Problems to be Solved by the Invention] However, in the method of increasing the number of bottom wall fixing bolts 6, it is necessary to provide a large number of bolt through holes 14 in the bottom wall of the aquarium, and the cross section of the bolt through holes 14 is damaged. There was a problem in that the strength of the vertical joint edge 8 was reduced.
すた、垂直接合縁の厚みを増す方法は重量がふ
えたり、価格が高くなつたりする欠点があつた。 However, the method of increasing the thickness of the vertical joint edge has the drawbacks of increased weight and cost.
本発明はかかる欠点に鑑みてなされたものであ
り、幅が狭く高さの高い水槽と架台との締結方式
を改良することにより水槽の耐震性能を向上する
ことを目的とするものである。 The present invention was made in view of these drawbacks, and an object of the present invention is to improve the seismic performance of an aquarium by improving the method of connecting a narrow, high aquarium to a pedestal.
上記目的を達成せんがための本発明の構成を実
施例に対応する第1図乃至第6図を用いて説明す
ると、本発明は、方形の受圧面の周縁に受圧面と
135゜をなす傾斜接合縁18を設け該縁18の先
端に受圧面と90゜をなす垂直接合縁7,8を設け
た単位体パネル17を複数垂直接合縁7,8が少
なくとも側壁及び底壁において外側に位置するよ
う組立て底壁の垂直接合縁8を架台上2に載置し
てなるパネル組立式水槽1において、該水槽1の
外周壁下端部の架台2と、架台2と直交する底壁
の垂直接合縁8の外側にそつて断面L字状の据付
金具4を当接し垂直接合縁8と据付金具4とをボ
ルト・ナツト6で締結するとともに架台2と架台
2と平行な側壁下端部の垂直接合縁7とを据付金
具4を介してボルト・ナツトで締結した技術手段
を講じている。
The structure of the present invention aimed at achieving the above object will be explained using FIGS. 1 to 6 corresponding to the embodiments.
A plurality of unit panels 17 each having an inclined joining edge 18 forming an angle of 135° and vertical joining edges 7 and 8 forming an angle of 90° with the pressure receiving surface at the tip of the edge 18 are provided. In a panel assembly type aquarium 1 in which the vertical joint edge 8 of the assembled bottom wall is placed on a pedestal 2 so as to be located on the outside, the pedestal 2 at the lower end of the outer peripheral wall of the aquarium 1 and the bottom perpendicular to the pedestal 2 A mounting bracket 4 having an L-shaped cross section is brought into contact with the outside of the vertical joint edge 8 of the wall, and the vertical joint edge 8 and the installation bracket 4 are fastened with bolts and nuts 6, and the lower end of the side wall parallel to the mount 2 and the mount 2 are connected. A technical measure is taken in which the vertical joint edges 7 of the parts are fastened with bolts and nuts via the installation fittings 4.
本発明の実施例を第1図乃至第6図に基き説明
する。第1図は本発明の実施例を示す全体斜視
図、第2図は第1図のB部拡大図、第3図は本発
明の実施例を示す部分断面図、第4図乃至第6図
は本発明の他の実施例を示す部分断面図である。
Embodiments of the present invention will be described based on FIGS. 1 to 6. FIG. 1 is an overall perspective view showing an embodiment of the present invention, FIG. 2 is an enlarged view of section B in FIG. 1, FIG. 3 is a partial sectional view showing an embodiment of the present invention, and FIGS. 4 to 6 FIG. 3 is a partial cross-sectional view showing another embodiment of the present invention.
17は、方形の受圧面の周縁に受圧面と135゜
をなす傾斜接合縁18を設けさらにその先端を内
向きに受圧面と90゜をなす垂直接合縁7を設け
F.R.P等の合成樹脂により一体形成させた単位体
パネルである。1は、単位体パネルを複数枚少な
くとも側壁、底壁において垂直接合縁7又は8同
志を外向きにパツキン(図示せず)を介してボル
ト・ナツトで締結し組立てたパネル組立式水槽で
あり、側壁下端部と底壁周囲との角隅部及び側壁
と側壁との角隅部は傾斜接合縁18,18同志
で、また側壁及び底壁の平面部は垂直接合縁7,
7又は8,8同志でボルト・ナツトで締結されて
いる。 17 has an inclined joint edge 18 on the periphery of the rectangular pressure receiving surface making an angle of 135° with the pressure receiving surface, and further has a vertical joining edge 7 with its tip facing inward making an angle of 90° with the pressure receiving surface.
It is a unit panel made of synthetic resin such as FRP. 1 is a panel assembly type aquarium constructed by assembling a plurality of unit panels at least on the side walls and the bottom wall with the vertical joint edges 7 or 8 facing outward through bolts and nuts via gaskets (not shown); The corner between the lower end of the side wall and the periphery of the bottom wall and the corner between the side walls are inclined joint edges 18, 18, and the flat parts of the side wall and the bottom wall are vertical joint edges 7,
7 or 8, 8 comrades are fastened together with bolts and nuts.
2は、基礎3上に固定され、パネル組立式水槽
1を固定するためのH形鋼を組合せた架台であ
る。そして、第3図に示すようにパネル組立式水
槽1の外周部下端は底壁の傾斜縁18と側壁の傾
斜縁18同志がパツキン(図示せず)を介して締
結されているので、底壁の垂直接合縁8が架台2
に直交して載置されている。 Reference numeral 2 denotes a frame that is fixed on the foundation 3 and is made up of H-shaped steel for fixing the panel assembly type water tank 1. As shown in FIG. 3, the lower end of the outer periphery of the panel assembly type aquarium 1 is connected to the inclined edge 18 of the bottom wall and the inclined edge 18 of the side wall through a packing (not shown). The vertical joint edge 8 of the frame 2
It is placed perpendicular to the
4は、架台2と直交する底壁外周の垂直接合縁
8外側と架台2とにそつて当接された適宜長さを
有する断面L字状の据付金具であり、据付金具4
の直立した一辺は底壁の垂直接合縁8と底壁固定
ボルト6により締結されており、そして据付金具
4の水平な一辺は架台2と共に架台2と平行な側
壁下端部の垂直接合縁7に長尺の連通固定ボルト
9及びナツト13で締結される。尚、本発明では
第3図に示すごとく架台2、据付金具4と側壁下
端部の垂直接合縁7との締結をするに際し、連通
固定ボルト9にナツト13を2個用いた構成とし
ているが、第5図に示すごとく3個用いることに
より強固に固定することができる。 Reference numeral 4 denotes an installation fitting having an L-shaped cross section and having an appropriate length, which is in contact with the outside of the vertical joint edge 8 on the outer periphery of the bottom wall perpendicular to the pedestal 2 and along the pedestal 2;
One upright side is fastened to the vertical joint edge 8 of the bottom wall by the bottom wall fixing bolt 6, and one horizontal side of the mounting bracket 4 is connected to the vertical joint edge 7 of the lower end of the side wall parallel to the frame 2. It is fastened with a long communicating fixing bolt 9 and a nut 13. In the present invention, as shown in FIG. 3, two nuts 13 are used for the communicating fixing bolt 9 when fastening the pedestal 2, the mounting bracket 4, and the vertical joint edge 7 at the lower end of the side wall. By using three pieces as shown in FIG. 5, it can be firmly fixed.
第4図は単位体パネル17の受圧面と135゜を
なす傾斜接合縁と受圧面と90゜をなす垂直接合縁
に沿う2平面を有し、各平面に少なくとも1ケ以
上のボルト貫通孔を設けた鋼製屈曲板10の一面
を水槽底壁の傾斜線18と水槽側壁の傾斜縁18
との固定用ボルト15に挿入締結し、他の一面を
連通固定ボルト9に固定した例である。 FIG. 4 has two planes along an inclined joint edge that makes an angle of 135° with the pressure receiving surface of the unit panel 17 and a vertical joint edge that makes an angle of 90° with the pressure receiving surface, and each plane has at least one bolt through hole. One side of the provided steel bending plate 10 is connected to the inclined line 18 of the bottom wall of the aquarium and the inclined edge 18 of the side wall of the aquarium.
This is an example in which one side is inserted and fastened to a fixing bolt 15 and the other side is fixed to a communicating fixing bolt 9.
第6図は互いに90゜をなすL字状の2平面を有
し、各平面に少なくとも1ケ以上のボルト貫通孔
を設けた鋼製屈曲板11の一面を底壁固定ボルト
6で据付金具4と同時に締結し、さらに他の一面
を側壁下端部の垂直接合縁7の裏面に沿わせて連
通固定ボルト9で締結した例である。 FIG. 6 shows one side of a steel bending plate 11 having two L-shaped planes that are angled at 90 degrees from each other and each plane having at least one bolt through hole. In this example, they are fastened at the same time, and the other side is fastened with a communicating fixing bolt 9 along the back surface of the vertical joint edge 7 at the lower end of the side wall.
尚、第4図の鋼製屈曲板11を第6図の固定方
法に併用するとパネル組立式水槽の耐震性能は一
層向上する。 Incidentally, if the steel bending plate 11 shown in FIG. 4 is used in conjunction with the fixing method shown in FIG. 6, the seismic performance of the panel assembly type aquarium will be further improved.
本発明は、連通固定ボルト9により、周縁側壁
下面の垂直接合縁7と架台2とを直接接続するこ
とによつて、転倒モーメントによる垂直力の大部
分を底壁固定ボルト6を介さずに直接架台に伝達
することができた。この結果、水槽底壁のボルト
貫通孔14の破損をなくすることができ、高度な
耐震性能を有する水槽の製作が可能となり、しか
もボルト本数の増加、或は底壁の垂直接合縁8の
厚みの増加等も不要であるので安価に製作するこ
とができる効果を奏するものである。
The present invention directly connects the vertical joint edge 7 on the lower surface of the peripheral side wall and the pedestal 2 using the communicating fixing bolts 9, so that most of the vertical force due to the overturning moment is directly transmitted without going through the bottom wall fixing bolts 6. I was able to transmit it to the pedestal. As a result, damage to the bolt through holes 14 in the bottom wall of the water tank can be eliminated, making it possible to manufacture a water tank with a high level of earthquake resistance. Since there is no need for an increase in the amount of , etc., it can be manufactured at low cost.
第1図は本発明の実施例を示す全体斜視図、第
2図は第1図のB部拡大図、第3図は本発明の実
施例を示す部分断面図、第4図乃至第6図は本発
明の他の実施例を示す部分断面図、第7図は従来
の実施例を示す全体斜視図、第8図は第7図のB
部拡大図、第9図は従来の実施例を示す部分断面
図である。
符号の説明、1……パネル組立式水槽、2……
架台、3……基礎、4……据付金具、5……架台
固定ボルト、6……底壁固定ボルト、7……垂直
接合縁、8……垂直接合縁、9……連通固定ボル
ト、10……鋼製屈曲板、11……鋼製屈曲板、
13……ナツト、14……底壁ボルト貫通孔、1
5……固定用ボルト、16……ボルト貫通孔、1
7……単位体パネル、18……傾斜接合縁。
FIG. 1 is an overall perspective view showing an embodiment of the present invention, FIG. 2 is an enlarged view of section B in FIG. 1, FIG. 3 is a partial sectional view showing an embodiment of the present invention, and FIGS. 4 to 6 7 is a partial sectional view showing another embodiment of the present invention, FIG. 7 is an overall perspective view showing a conventional embodiment, and FIG. 8 is B of FIG. 7.
FIG. 9 is a partial cross-sectional view showing a conventional embodiment. Explanation of symbols, 1...Panel assembly type aquarium, 2...
Frame, 3... Foundation, 4... Installation bracket, 5... Frame fixing bolt, 6... Bottom wall fixing bolt, 7... Vertical joint edge, 8... Vertical joint edge, 9... Communication fixing bolt, 10 ...Steel bending plate, 11...Steel bending plate,
13...Nut, 14...Bottom wall bolt through hole, 1
5... Fixing bolt, 16... Bolt through hole, 1
7...unit body panel, 18...slanted joint edge.
Claims (1)
傾斜接合縁を設け該縁の先端に受圧面と90゜をな
す垂直接合縁を設けた単位体パネルを複数垂直接
合縁が少なくとも側壁及び底壁において外側に位
置するよう組立て底壁の垂直接合縁を架台上に載
置してなるパネル組立式水槽において、該水槽の
外周壁下端部の架台と、架台と直交する底壁の垂
直接合縁の外側にそつて断面L字状の据付金具を
当接し垂直接合縁と据付金具とをボルト・ナツト
で締結するとともに架台と架台と平行な側壁下端
部の垂直接合縁とを据付金具を介してボルト・ナ
ツトで締結したことを特徴とするパネル組立式水
槽の据付部補強構造。1 A plurality of unit panels each having a rectangular pressure-receiving surface with an inclined joint edge forming an angle of 135° with the pressure-receiving surface on the periphery, and a vertical joining edge forming a 90° angle with the pressure-receiving surface at the tip of the edge. In a panel-assembled aquarium in which the vertical joint edge of the assembled bottom wall is placed on a stand so as to be located on the outside of the bottom wall, the vertical joint between the stand at the lower end of the outer peripheral wall of the tank and the bottom wall orthogonal to the stand. A mounting bracket having an L-shaped cross section is brought into contact with the outside of the edge, and the vertical joint edge and the mounting bracket are fastened with bolts and nuts, and the mounting bracket is connected to the vertical joint edge at the lower end of the side wall parallel to the frame via the installation bracket. A reinforced structure for the installation part of a panel assembly type aquarium, characterized in that it is fastened with bolts and nuts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57010557A JPS58134890A (en) | 1982-01-25 | 1982-01-25 | Reinforcing structure of installing section of panel assembly type water tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57010557A JPS58134890A (en) | 1982-01-25 | 1982-01-25 | Reinforcing structure of installing section of panel assembly type water tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58134890A JPS58134890A (en) | 1983-08-11 |
| JPS624314B2 true JPS624314B2 (en) | 1987-01-29 |
Family
ID=11753548
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57010557A Granted JPS58134890A (en) | 1982-01-25 | 1982-01-25 | Reinforcing structure of installing section of panel assembly type water tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58134890A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58183476A (en) * | 1982-04-06 | 1983-10-26 | 日立化成工業株式会社 | Reinforcing structure of installation section of panel prefabricated type water tank |
| CN103741979B (en) * | 2014-01-26 | 2015-12-23 | 肖玉兵 | Non-soldering water tank |
| CN110107132B (en) * | 2019-04-19 | 2021-04-02 | 浙江淮恒水利景观有限公司 | Reinforced water tank for rural drinking water and installation method thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6030991Y2 (en) * | 1979-08-24 | 1985-09-17 | アイダエンジニアリング株式会社 | Press roll feed |
-
1982
- 1982-01-25 JP JP57010557A patent/JPS58134890A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58134890A (en) | 1983-08-11 |
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