JPH0360758B2 - - Google Patents

Info

Publication number
JPH0360758B2
JPH0360758B2 JP56164405A JP16440581A JPH0360758B2 JP H0360758 B2 JPH0360758 B2 JP H0360758B2 JP 56164405 A JP56164405 A JP 56164405A JP 16440581 A JP16440581 A JP 16440581A JP H0360758 B2 JPH0360758 B2 JP H0360758B2
Authority
JP
Japan
Prior art keywords
panel
lightweight
aquarium
lightweight structure
constructed
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
JP56164405A
Other languages
Japanese (ja)
Other versions
JPS5873579A (en
Inventor
Yoshinori Harada
Hiroshi Wakana
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 JP56164405A priority Critical patent/JPS5873579A/en
Publication of JPS5873579A publication Critical patent/JPS5873579A/en
Publication of JPH0360758B2 publication Critical patent/JPH0360758B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、パネル水槽の補強構造に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a reinforcing structure for a panel aquarium.

パネル水槽は、多数の単位板(パネル)に分け
て作つておき、これを現場で組立てるものであ
る。ここで使用されるパネルは、四角形の四辺に
同一方向に折曲されたフランジを設けたものであ
り、これらフランジ同士を当接接合して順次組立
てて箱型の水槽を形成するものである。このよう
にして組立てられたパネル水槽の側壁は、静水圧
及び地震時の変動水圧により変形し、破壊に至る
おそれがあつた。そこで、水槽内にテンシヨンロ
ツドや斜ステー等の補強剤を側壁と側壁との間や
側壁と底壁との間等に多数本架橋することにより
耐震性、耐久性等の向上を図つていた。しかしな
がら、槽内に架橋される補強材は、金属製の棒状
部材であるため、錆の発生や衛生面で問題があつ
た。補強材としてステンレス製のものを使用した
場合でも、飲料水を貯留する水槽では、水道水に
減菌用として使用されている次亜塩素酸ソーダに
より錆の発生が認められ、海水を貯留する水槽で
はステンレスでも腐食がひどく1年程度の寿命で
しかない。また、補強材が金属製であると、熱の
伝達が良いので、断熱用水槽としては不向きであ
り、かつ水槽の各壁面と補強材との取付部には結
露が生じ易かつた。さらに、FRP製のパネルを
組立てた水槽においては、水槽の本体(FRP)
と補強材(金属)とでは、材質の相違上強度特
性、弾性係数が極端に異なり、それ故取付部の設
計がきわめて困難であり、かつ取付作業も難しい
ものであつた。さらにまた、十分な耐震性能を持
たせようとするとかなり多数の補強材を構内に張
りめぐらさなければならず、作業能率が悪く、し
かも定期的に行なう槽内の掃除等の保守管理もき
わめて困難であつた。
A panel aquarium is made by dividing into a large number of unit boards (panels), which are then assembled on site. The panel used here has flanges bent in the same direction on the four sides of a rectangle, and these flanges are abutted against each other and assembled in sequence to form a box-shaped aquarium. The side walls of the panel water tank assembled in this manner were deformed by hydrostatic pressure and fluctuating water pressure during an earthquake, and there was a risk of destruction. Therefore, attempts have been made to improve earthquake resistance, durability, etc. by installing a large number of reinforcing agents such as tension rods and diagonal stays between the side walls and between the side walls and the bottom wall within the water tank. However, since the reinforcing material that is bridged within the tank is a metal rod-shaped member, there were problems in terms of rust and hygiene. Even when stainless steel is used as a reinforcing material, rust is observed in aquariums that store drinking water due to sodium hypochlorite, which is used to sterilize tap water, and aquariums that store seawater. However, even stainless steel is severely corroded and has a lifespan of only about one year. Further, if the reinforcing material is made of metal, heat transfer is good, so it is not suitable for a heat insulating water tank, and dew condensation is likely to occur at the attachment portions of each wall of the water tank and the reinforcing material. Furthermore, in aquariums assembled with FRP panels, the main body of the aquarium (FRP)
The reinforcing material (metal) and the reinforcing material (metal) have extremely different strength characteristics and elastic modulus due to the difference in materials, which makes it extremely difficult to design the mounting part and also difficult to install. Furthermore, in order to provide sufficient seismic performance, a considerable number of reinforcing materials must be placed around the premises, which results in poor work efficiency and makes maintenance management such as periodic cleaning of the inside of the tank extremely difficult. It was hot.

本発明は、上記事情に鑑みて発明されたもので
あり、錆の発生を防止し、衛生面で安全性が高
く、断熱用水槽としても適し、さらに取付作業が
容易であるのみならず保守管理も容易であり、耐
震性、耐久性に優れたパネル水槽の補強構造を提
供せんとするものである。
The present invention was invented in view of the above circumstances, and it prevents the occurrence of rust, is highly safe in terms of hygiene, is suitable as an insulating water tank, and is not only easy to install but also easy to maintain. It is an object of the present invention to provide a reinforced structure for a panel aquarium that is easy to carry out and has excellent earthquake resistance and durability.

以下、本発明の好適な実施例のいくつかを図面
を参照しながら説明する。
Some preferred embodiments of the present invention will be described below with reference to the drawings.

第1図ないし第7図に示す第1実施例では、パ
ネル水槽1が複数のパネル2から組立てられ、各
パネル2のフランジ2a同士を当接接合してあ
る。ここで使用されるパネル2は、通常1m×1
mのサイズのものが使用されるが、所謂ハーフサ
イズと呼ばれる1m×0.5mのものも使用され、
材質としてはFRP製のものが好適である。この
パネル水槽1内の隣接する側壁3,3が構成する
コーナー部、天井4に沿つた個所及び天井4と底
壁5との間に強化プラスチツク6で骨格を構築し
た軽量構造物7を取付けてある。この軽量構造物
7は、第2図に示すように中空の四角柱状で、か
つトラス構造に構築したものである。また、強化
プラスチツク6の骨格は、複数本の棒材から構築
してあるが、基本となる棒材は、第3図a,bに
示すようなジヨイント8を複数個用意し、第4図
a,bに示すように未硬化状態の強化プラスチツ
ク6の連続する繊維状(紐状)のものをジヨイン
ト8,8間に複数回巻き付けたものである。この
ような棒材を4本所定位置に配し、これら棒材に
未硬化状態の強化プラスチツク6を巻き付けある
いは接着(硬化とともに接着する)してゆけば、
第2図に示すような中空の四角柱状の構造物7を
構築できる。あるいは第5図に示すように一端側
に2個のジヨイント8,8を使用してトラス構造
の構造物7を構築することもできる。ジヨイント
8には孔8aが穿設してあり、この孔8aを利用
して側壁3や天井4あるいは底壁5に取付けられ
る固定具9とジヨイント8とを結合している。固
定具9とジヨイント8との関係は後述する。前記
軽量構造物7の骨格をなす強化プラスチツク6
は、例えばガラス繊維の束(よりのかかつていな
いもの、すなわちロービングと呼ばれる)に不飽
和ポリエステルを含浸させ、不飽和ポリエステル
が未硬化状態にあるとき第2図に示すような立体
構造を構築し、不飽和ポリエステルの硬化により
一体化された軽量構造物7が得られる。ここで使
用されるガラス繊維は、連続高張力ガラス繊維が
使用されるが、ガラス繊維の他に炭素繊維やケブ
ラーを使用することも可能であり、樹脂としては
エポキシ樹脂、フエノール樹脂等の使用も可能で
ある。また、未硬化状態にあるロービングは、多
彩なデザイン自由度を有しているので、中空の四
角柱状でトラス構造以外の形状の構造物7を製造
することが可能である。すなわち、一次元から三
次元のさまざまな形状と機能を持つた構造物7を
製造できる。
In the first embodiment shown in FIGS. 1 to 7, a panel aquarium 1 is assembled from a plurality of panels 2, and the flanges 2a of each panel 2 are abutted and joined together. The panel 2 used here is usually 1m x 1
m size is used, but so-called half size 1m x 0.5m size is also used,
As for the material, one made of FRP is suitable. A lightweight structure 7 having a skeleton made of reinforced plastic 6 is installed between the corner part formed by the adjacent side walls 3, 3 in this panel aquarium 1, along the ceiling 4, and between the ceiling 4 and the bottom wall 5. be. As shown in FIG. 2, this lightweight structure 7 has a hollow quadrangular column shape and is constructed in a truss structure. The skeleton of the reinforced plastic 6 is constructed from a plurality of rods, and the basic rod is prepared with a plurality of joints 8 as shown in Fig. 3a and b, and as shown in Fig. 4a. , b, a continuous fibrous (string-like) piece of uncured reinforced plastic 6 is wound between joints 8, 8 a plurality of times. By arranging four such rods at predetermined positions, and wrapping or adhering uncured reinforced plastic 6 around these rods (bonding as it hardens),
A hollow quadrangular prism-shaped structure 7 as shown in FIG. 2 can be constructed. Alternatively, as shown in FIG. 5, it is also possible to construct a truss structure structure 7 using two joints 8, 8 on one end side. A hole 8a is bored in the joint 8, and the joint 8 is connected to a fixture 9 that is attached to the side wall 3, the ceiling 4, or the bottom wall 5 using this hole 8a. The relationship between the fixture 9 and the joint 8 will be described later. Reinforced plastic 6 forming the skeleton of the lightweight structure 7
For example, by impregnating a bundle of glass fibers (called roving, which has never been twisted) with unsaturated polyester, when the unsaturated polyester is in an uncured state, a three-dimensional structure as shown in Figure 2 is constructed. An integrated lightweight structure 7 is obtained by curing the unsaturated polyester. The glass fibers used here are continuous high-tensile glass fibers, but in addition to glass fibers, carbon fibers and Kevlar can also be used, and epoxy resins, phenolic resins, etc. can also be used as resins. It is possible. Further, since the roving in an uncured state has various degrees of freedom in design, it is possible to manufacture the structure 7 having a shape other than a hollow square columnar truss structure. That is, it is possible to manufacture structures 7 having various one-dimensional to three-dimensional shapes and functions.

ジヨイント8と固定具9との取付けの一例とし
ては、第6図及び第7図に示すように、側壁3を
構成するパネル2が4枚突き合わせられた個所に
チヤンネル状の固定具9の基板91を取付け、固
定具9の立板92,92の間にジヨイント8を取
付ける。基板91には4個の孔91aが穿設さ
れ、これらの孔91aとフランジ2aが十文字を
形成する個所にさしわたした取付具10の4個の
孔とにボルト11を挿通しナツト12で締結して
ある。ボルト11にはスペーサ13を嵌めてあ
る。ジヨイント8の取付けは、立板92,92の
孔92a,92aとジヨイント8の孔8aとを合
致させ、これらの孔にボルト11を挿通しナツト
12で締結してある。なお、固定具9自体と強化
プラスチツク6とをはじめから一体化しても良
い。この場合、固定具9がジヨイント8を兼ね
る。また、固定具9やジヨイント8の形状は、図
示したものに限定されるものではなく、各種形
状、構造のものが採用可能である。
As an example of attaching the joint 8 and the fixing device 9, as shown in FIGS. 6 and 7, the base plate 91 of the channel-shaped fixing device 9 is attached to the location where the four panels 2 constituting the side wall 3 are butted together. and then install the joint 8 between the vertical plates 92, 92 of the fixture 9. Four holes 91a are drilled in the board 91, and the bolts 11 are inserted into the holes 91a and the four holes of the fixture 10, which are inserted between the holes 91a and the places where the flanges 2a form a cross. It has been concluded. A spacer 13 is fitted onto the bolt 11. The joint 8 is attached by aligning the holes 92a, 92a of the vertical plates 92, 92 with the hole 8a of the joint 8, inserting bolts 11 into these holes, and fastening them with nuts 12. Note that the fixture 9 itself and the reinforced plastic 6 may be integrated from the beginning. In this case, the fixture 9 also serves as the joint 8. Further, the shapes of the fixture 9 and the joint 8 are not limited to those shown in the drawings, and various shapes and structures can be adopted.

第8図ないし第10図は、本発明の第2実施例
を示し、パネル水槽1内の側壁3,3が相隣接し
て形成する各コーナー部に中空の直角三角柱状の
軽量構造物7を取付けたものである。この実施例
ではジヨイント8が固定具9を兼ね、このジヨイ
ント8の孔8aを利用して各壁(3〜5、場合に
よつては天井4の壁には取付けなくとも良い)に
軽量構造物7を取付けている。
8 to 10 show a second embodiment of the present invention, in which a hollow right triangular prism-shaped lightweight structure 7 is provided at each corner formed by adjacent side walls 3, 3 in a panel aquarium 1. It is installed. In this embodiment, the joint 8 also serves as a fixture 9, and the hole 8a of the joint 8 is used to attach a lightweight structure to each wall (3 to 5, in some cases, it may not be necessary to attach it to the wall of the ceiling 4). 7 is installed.

第11図ないし13図は、本発明の第3実施例
を示し、パネル水槽1内の対向壁間(側壁3,3
間、天井4と底壁5との間)に立体ではなく平板
状に形成した軽量構造物7を取付けたものであ
る。この平板状の軽量構造物7は、第12図に示
すようなトラス構造のものでも、第13図に示す
はしご状の構造でも良い。
11 to 13 show a third embodiment of the present invention, in which the space between the opposing walls (side walls 3, 3) in the panel aquarium 1 is shown.
A lightweight structure 7 formed not three-dimensionally but in a flat plate shape is attached between the ceiling 4 and the bottom wall 5. This flat plate-shaped lightweight structure 7 may have a truss structure as shown in FIG. 12 or a ladder-like structure as shown in FIG. 13.

第14図及び第15図a,bは、本発明の第4
実施例を示し、第12図や第13図に示す平板状
の軽量構造物7を4つの側壁3のパネル2同士の
突き合わせ個所に沿つて垂設したものである。こ
の実施例に、さらに天井4や底壁5のパネル2同
士の突き合わせ個所に沿つて平板状軽量構造物7
を追加して取付けることも勿論可能である(第1
6図参照)。さらに、これら平板状軽量構造物7
に所定の奥行を持たせた立体状軽量構造物7をパ
ネル水槽内の壁面に沿わせて取付けることも可能
である。
FIGS. 14 and 15 a and b show the fourth embodiment of the present invention.
In this embodiment, a flat plate-like lightweight structure 7 shown in FIGS. 12 and 13 is vertically installed along the abutting points of the panels 2 of the four side walls 3. In addition to this embodiment, a flat plate-like lightweight structure 7 is added along the butting points of the panels 2 of the ceiling 4 and the bottom wall 5.
It is of course possible to additionally install the
(See Figure 6). Furthermore, these flat lightweight structures 7
It is also possible to install a three-dimensional lightweight structure 7 having a predetermined depth along the wall surface inside the panel aquarium.

第17図は、本発明の第5実施例を示し、平板
状軽量構造物7をパネル水槽1の相隣接する壁
間、すなわち側壁3と底壁5との間に斜めに取付
けたものである。
FIG. 17 shows a fifth embodiment of the present invention, in which a flat lightweight structure 7 is installed obliquely between adjacent walls of a panel aquarium 1, that is, between a side wall 3 and a bottom wall 5. .

第18図は、立体状軽量構造物7同士の連結例
を示すものである。これは、中空の四角柱状の軽
量構造物7をそれぞれ別個に作つておき、ジヨイ
ントとボルトナツトを利用して連結したものであ
る。
FIG. 18 shows an example of how three-dimensional lightweight structures 7 are connected to each other. In this structure, hollow quadrangular prism-shaped lightweight structures 7 are made separately and connected using joints and bolts and nuts.

第19図は、平板状軽量構造物7を互いに交叉
させて作つたものであり、第20図に示すように
パネル水槽1内に取付けることもできる。
FIG. 19 shows a structure made by intersecting the flat lightweight structures 7, which can also be installed inside the panel aquarium 1 as shown in FIG. 20.

以上説明した各種実施例では、平板状、立体状
の軽量構造物7を示したが、この軽量構造物7は
先にも述べたように、一次元から三次元のさまざ
まな形状と機能を持つた構造物を製造することが
できるので、図示する軽量構造物7の形状や構造
に限定されるものでなはい。したがつて、棒状の
軽量構造物7を使用することも勿論可能である。
また、この軽量構造物7のパネル水槽1内におけ
る取付態様も図示した実施例に限定されるもので
はないこと勿論である。すなわち、軽量構造物7
はパネル水槽1内の壁に沿つて配設しても良い
し、対向壁間にまたがつて配設しても、さらには
隣接壁間にまたがつて配設しても良い。さらにま
た、これらのいずれか2以上の取付態様を組合わ
せて配設してもよい。
In the various embodiments described above, the lightweight structure 7 has a flat plate shape or a three-dimensional shape, but as mentioned earlier, this lightweight structure 7 has various shapes and functions from one dimension to three dimensions. The present invention is not limited to the shape and structure of the light-weight structure 7 shown in the drawings, since it is possible to manufacture a structure having a similar structure. Therefore, it is of course possible to use a rod-shaped lightweight structure 7.
Furthermore, it goes without saying that the manner in which the lightweight structure 7 is attached within the panel aquarium 1 is not limited to the illustrated embodiment. That is, the lightweight structure 7
may be arranged along the wall in the panel aquarium 1, may be arranged astride between opposing walls, or may be further arranged astride between adjacent walls. Furthermore, any two or more of these attachment modes may be combined.

以上説明したように、本発明は、パネルを組立
てて構成される角型水槽内の壁に沿つて又は対向
壁間に又は隣接壁間に、あるいはいずれか2以上
を組合わせて、連続高張力繊維と不飽和ポリエス
テルとの組合わせ等から成る強化プラスチツクに
より骨格が構築された軽量構造物を取付けたこと
を特徴とするものである。したがつて、パネル水
槽内において錆の発生が防止され、衛生的であ
り、金属製の補強に比べて断熱性能も向上する。
また、平板状や立体状の軽量構造物を使用した場
合に、取付作業や保守管理も容易となる。さら
に、本発明によれば、耐震性、耐久性に優れた補
強が容易に行えるものである。
As explained above, the present invention provides continuous high tensile strength that can be applied along the walls of a rectangular aquarium constructed by assembling panels, or between opposing walls, or between adjacent walls, or a combination of two or more of the above. It is characterized by the attachment of a lightweight structure whose skeleton is made of reinforced plastic made of a combination of fibers and unsaturated polyester. Therefore, rust is prevented from forming inside the panel water tank, which is sanitary, and the insulation performance is also improved compared to metal reinforcement.
Furthermore, when a flat or three-dimensional lightweight structure is used, installation work and maintenance management become easier. Furthermore, according to the present invention, reinforcement with excellent earthquake resistance and durability can be easily performed.

軽量構造物をトラス構造に構築したものにおい
ては、より強度面において優れたものとなる。ま
た、軽量構造物の骨格を形成する強化プラスチツ
クを連続する繊維状の未硬化状態において種々の
ジヨイント間に複数回巻き付けることにより成形
したものにおいては、例えばガラス繊維と不飽和
ポリエステルとを組合わせた強化プラスチツクを
使用した場合、同一強度(等価剛性)のスチール
構造物に比べて重量は4分の1から5分の1に軽
量化され、引張強度はほぼ8000Kg/cm2、圧縮強さ
はほぼ3500Kg/cm2、膨張係数はほぼ8.6×10-6
℃、熱伝導率はほぼ0.3W/m℃というパネル水
槽の補強に使用して好適な結果が得られた。
A lightweight structure constructed into a truss structure has better strength. In addition, in cases where the reinforced plastic that forms the skeleton of a lightweight structure is formed by wrapping it in a continuous uncured fibrous state between various joints multiple times, for example, a combination of glass fiber and unsaturated polyester is used. When reinforced plastic is used, the weight is reduced to one-fourth to one-fifth compared to a steel structure with the same strength (equivalent stiffness), and the tensile strength is approximately 8000 kg/cm 2 and the compressive strength is approximately 3500Kg/cm 2 , expansion coefficient approximately 8.6×10 -6 /
℃, and the thermal conductivity was approximately 0.3W/m℃, which is suitable for use in reinforcing panel water tanks.

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

第1図は本発明の第1実施例の簡略正断面図、
第2図は第1実施例で使用される軽量構造物を示
す斜視図、第3図a,bはジヨイントの一例をそ
れぞれ示す図、第4図a,bは第3図a,bに示
すジヨイントに強化プラスチツクを巻きつけて軽
量構造物の骨格を形成したものを示す図、第5図
は軽量構造物の他例を示す斜視図、第6図はジヨ
イントと固定具との取付けを示す斜視図、第7図
はジヨイントが固定具に取付けられた状態の第1
図A部の横断面図、第8図は本発明の第2実施例
を示す簡略正断面図、第9図は第2実施例で使用
される軽量構造物を示す斜視図、第10図は第2
実施例の平面略図、第11図は本発明の第3実施
例を示す簡略斜視図、第12図及び第13図は第
3実施例で使用して好適な軽量構造物の正面図、
第14図は本発明の第4実施例を示す簡略正断面
図、第15図a,bは第4実施例の簡略横断面
図、第16は第4実施例のものに天井及び底壁に
沿う軽量構造物を追加した変形例を示す簡略正断
面図、第17図は本発明の第5実施例を示す斜視
図、第18図は軽量構造物同士の連結の一例を示
す斜視図、第19図は平板状軽量構造物を交叉さ
せた例を示す斜視図、第20図は第19図示す軽
量構造物を使用したパネル水槽の簡略正断面図で
ある。 1……パネル水槽、2……パネル、3,4,5
……パネル水槽内の壁(側壁、天井、底壁)、6
……強化プラスチツク、7……軽量構造物。
FIG. 1 is a simplified front sectional view of a first embodiment of the present invention;
Fig. 2 is a perspective view showing the lightweight structure used in the first embodiment, Figs. 3 a and b are views each showing an example of a joint, and Figs. 4 a and b are shown in Figs. 3 a and b. Figure 5 is a perspective view showing another example of the lightweight structure; Figure 6 is a perspective view showing the attachment of the joint to the fixing device. Figure 7 shows the first joint with the joint attached to the fixture.
8 is a simplified front sectional view showing the second embodiment of the present invention, FIG. 9 is a perspective view showing a lightweight structure used in the second embodiment, and FIG. 10 is a cross-sectional view of part A in FIG. Second
A schematic plan view of the embodiment; FIG. 11 is a simplified perspective view showing a third embodiment of the present invention; FIGS. 12 and 13 are front views of a lightweight structure suitable for use in the third embodiment;
Fig. 14 is a simplified front cross-sectional view showing the fourth embodiment of the present invention, Fig. 15 a and b are simplified cross-sectional views of the fourth embodiment, and Fig. 16 shows the ceiling and bottom wall of the fourth embodiment. 17 is a perspective view showing a fifth embodiment of the present invention; FIG. 18 is a perspective view showing an example of connection between lightweight structures; FIG. 19 is a perspective view showing an example of intersecting flat plate-like lightweight structures, and FIG. 20 is a simplified front sectional view of a panel aquarium using the lightweight structures shown in FIG. 19. 1... Panel aquarium, 2... Panel, 3, 4, 5
...Walls inside the panel aquarium (side walls, ceiling, bottom wall), 6
...Reinforced plastic, 7...Lightweight structure.

Claims (1)

【特許請求の範囲】 1 パネルを組立てて構成される角型水槽内の壁
に沿つて又は対向壁間に又は隣接壁間に、あるい
はいずれか2以上を組合わせて、連続状高張力繊
維と不飽和ポリエステルとの組合わせ等から成る
強化プラスチツクにより骨格が構築された軽量構
造物を取付けたことを特徴とするパネル水槽の補
強構造。 2 前記軽量構造物がトラス構造に構築されたこ
とを特徴とする特許請求の範囲第1項記載のパネ
ル水槽の補強構造。 3 前記軽量構造物が平板状物又は中空の三角柱
状や四角柱状等の立体状物で構築されたことを特
徴とする特許請求の範囲第1項又は第2項に記載
のパネル水槽の補強構造。 4 前記軽量構造物の骨格を形成する強化プラス
チツクを、連続状繊維体に未硬化状態において含
浸させ種々のジヨイント間に複数回巻き付けて成
形し硬化したことを特徴とする特許請求の範囲第
1項ないし第3項のいずれか1項に記載のパネル
水槽の補強構造。
[Claims] 1. Continuous high-tensile fibers can be used along the walls of a rectangular aquarium constructed by assembling panels, between opposing walls, between adjacent walls, or in combination of two or more of the above. A reinforcing structure for a panel aquarium characterized by attaching a lightweight structure whose skeleton is made of reinforced plastic made of a combination of unsaturated polyester, etc. 2. The reinforcing structure for a panel aquarium according to claim 1, wherein the lightweight structure is constructed in a truss structure. 3. The reinforcing structure for a panel aquarium according to claim 1 or 2, wherein the lightweight structure is constructed of a flat plate-shaped object or a hollow three-dimensional object such as a triangular prism shape or a quadrangular prism shape. . 4. Claim 1, characterized in that the reinforced plastic forming the skeleton of the lightweight structure is impregnated into a continuous fibrous body in an uncured state, and then wrapped multiple times between various joints to form and cure. The reinforcing structure for a panel water tank according to any one of Items 1 to 3.
JP56164405A 1981-10-15 1981-10-15 Reinforcing structure of panel water tank Granted JPS5873579A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56164405A JPS5873579A (en) 1981-10-15 1981-10-15 Reinforcing structure of panel water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56164405A JPS5873579A (en) 1981-10-15 1981-10-15 Reinforcing structure of panel water tank

Publications (2)

Publication Number Publication Date
JPS5873579A JPS5873579A (en) 1983-05-02
JPH0360758B2 true JPH0360758B2 (en) 1991-09-17

Family

ID=15792507

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56164405A Granted JPS5873579A (en) 1981-10-15 1981-10-15 Reinforcing structure of panel water tank

Country Status (1)

Country Link
JP (1) JPS5873579A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5124438B2 (en) * 2008-12-25 2013-01-23 株式会社森松総合研究所 Tank reinforcement structure and construction method thereof

Also Published As

Publication number Publication date
JPS5873579A (en) 1983-05-02

Similar Documents

Publication Publication Date Title
US6837013B2 (en) Lightweight precast concrete wall panel system
SK282532B6 (en) Skeleton of building
US7028439B2 (en) Channel-reinforced concrete wall panel system
US6324805B1 (en) Structural reinforcement system and reinforcing method at joint between structural members
JP2012526936A (en) Flexible material
CN111727292A (en) Structural panel
KR101005788B1 (en) Corrugated Board Type Composition Deck Plate System having Utility-Pipe Conduit in Flute
JP2007239319A (en) Self-standing sound-proof wall made of fiber-reinforced plastic
JPH0360758B2 (en)
NO141178B (en) INSULATED CONTAINER FOR CRYOGENIC LIQUIDS
JP7134414B2 (en) Installation structure of indoor insulation panel formwork
CN215483762U (en) Flexible connection structure of reinforced concrete wall and beam or plate
JP2001262708A (en) Frp concrete composite structure using frp lamination panel
JP2748709B2 (en) Prestressed concrete composite slab
RU2233400C1 (en) Sheet heat insulating material
JP2008156836A (en) Structure of earthquake-resistant wall and earthquake-resistant reinforcement construction method
JPH10317712A (en) Damping wall and construction method therefor
JPH0882025A (en) Combined building unit
CN87215452U (en) Connecting clamp for heat-insulating combined concrete outer wall pouring process
KR930012070B1 (en) Assembling wall structure
JPH0714753B2 (en) Beam for panel tank
JP3148304U (en) Truss muscle joint instrument
KR100726387B1 (en) Composite deck plate using concrete filled tube
JPH0642079A (en) Partition and construction method thereof
JPH11141852A (en) Smoke control duct and its manufacture