JPS5993682A - Method of cut-off construction of panel water tank - Google Patents

Method of cut-off construction of panel water tank

Info

Publication number
JPS5993682A
JPS5993682A JP57203428A JP20342882A JPS5993682A JP S5993682 A JPS5993682 A JP S5993682A JP 57203428 A JP57203428 A JP 57203428A JP 20342882 A JP20342882 A JP 20342882A JP S5993682 A JPS5993682 A JP S5993682A
Authority
JP
Japan
Prior art keywords
elastic material
flanges
joining
water
flange
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.)
Granted
Application number
JP57203428A
Other languages
Japanese (ja)
Other versions
JPS6212110B2 (en
Inventor
繁 山田
亀田 康明
利和 篠ケ谷
和生 池田
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 JP57203428A priority Critical patent/JPS5993682A/en
Publication of JPS5993682A publication Critical patent/JPS5993682A/en
Publication of JPS6212110B2 publication Critical patent/JPS6212110B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔技術分野〕 本発明は、単位パネルの周縁に形成された接合フランジ
同士をボルト・ナツトで接合して組立てられるパネル水
槽の単位パネルの3枚以上の突き合わせ個所の止水工法
に関するものである。
[Detailed Description of the Invention] [Technical Field] The present invention relates to a stop at the abutting points of three or more unit panels of a panel aquarium that is assembled by joining joint flanges formed on the periphery of the unit panels with bolts and nuts. It is related to water construction methods.

〔背景技術〕[Background technology]

四周に取付用の接合フランジを有する単位パネルのそれ
ぞれのフランジを接合させ、接合させたフランジの間に
弾性材料をはさんで、フランジ同士をボルト・ナツト等
で締め付けることにより順次締結し、複数の単位パネル
から水槽を構成するパネル水槽においては、各単位パネ
ルの突き合わせ個所における接合フランジ間からの漏水
を完全に防止することはできないものであった。特に、
単位パネルが3〜4枚突き合わされた個所、すなわち丁
字部又は十字部では、組立施工の精度不足及び製造時の
製品のバラつき、さらには組立後の締付力が作用しにく
い個所であるため漏水が生じ易い。
Each flange of a unit panel that has joining flanges for installation on the four peripheries is joined together, an elastic material is sandwiched between the joined flanges, and the flanges are sequentially fastened by tightening them with bolts, nuts, etc., and multiple In panel aquariums in which the aquarium is constructed from unit panels, it has not been possible to completely prevent water leakage from between the joint flanges at the abutting locations of the unit panels. especially,
In areas where 3 to 4 unit panels are butted together, i.e., in the T-shape or cross area, water leakage occurs due to lack of accuracy in assembly, product variations during manufacturing, and areas where the tightening force after assembly is difficult to act. is likely to occur.

従来は、ポリウレタン、ボリブOピレン等の発泡体やシ
リコンゴム、ウレタンゴム等のゴム状弾性体を使用した
弾性材料100を、第1図に示すように、接合フランジ
101,102,103゜104の間にはさみ、これら
3者をボルト・ナラ1−(特に図示せず)で締め付ける
ことにより止水を図っていた。弾性材料1ooの介在に
より止水効果を高めるためには、ボルト・ナツトによる
締付力が小さくとも接合されるフランジに弾性材料10
0の高い血圧がかかること、単位パネルの動きに対して
弾性材料10oの塑性変形が無く、面圧が復元すること
、弾性材料の経年劣化が少ないこと等が要求される。と
ころが、従来の弾性材料100は、特に先に述べた十字
部等において、経年劣化により硬化し復元力が弱まり、
小さい締付力で高い血圧を19ることが不可能となり、
単位パネルの動きにも対応できなくなるものが大半であ
った。更に単位パネルの突き合わせ部が施工時に上下又
は左右に若干づれた場合には、弾性材料100に歪が大
きくかかり、これが切断、亀裂し、又は厚み不足を生じ
たりして止水が充分なされなかったものである。
Conventionally, as shown in FIG. 1, an elastic material 100 using a foam such as polyurethane, voliv-O-pyrene, or a rubber-like elastic material such as silicone rubber or urethane rubber has been used to form joint flanges 101, 102, 103° 104. The water was stopped by tightening these three parts with bolts and nuts (not particularly shown). In order to enhance the water-stopping effect by interposing the elastic material 1oo, it is necessary to add the elastic material 10 to the flanges to be joined even if the tightening force by bolts and nuts is small.
It is required that a high blood pressure of 0 is applied, that there is no plastic deformation of the elastic material 10o with respect to the movement of the unit panel, that the surface pressure is restored, and that the elastic material has little deterioration over time. However, the conventional elastic material 100 hardens and loses its restoring force due to aging, especially in the above-mentioned cross section, etc.
It becomes impossible to control high blood pressure with small tightening force,
Most of them were unable to respond to the movements of the unit panels. Furthermore, if the butt parts of the unit panels were slightly shifted vertically or horizontally during construction, the elastic material 100 would be severely strained, causing it to break, crack, or become insufficiently thick, resulting in insufficient water stoppage. It is something.

(発明の目的〕 本発明は、上記事情に鑑みて発明されたものであり、長
期間に亘って止水効果を発揮し、特に3〜4枚の単位パ
ネルを突き合わぜた個所、すなわちT字部又は十字部の
止水効果に1受れたパネル水槽の止水工法を提供するこ
とを目的とするものである。
(Purpose of the Invention) The present invention was invented in view of the above circumstances, and exhibits a water-stopping effect over a long period of time. The object of the present invention is to provide a water-stop construction method for a panel aquarium that is superior to the water-stopping effect of the letter or cross portion.

〔発明の構成〕[Structure of the invention]

本発明は、上記目的を達成づ−るために、単位パネルの
周縁に形成された接合フランジ同士をボルト・ナツトで
接合して組立てられるパネル水槽の各単位パネルの3枚
以上の突き合わせ個所の止水工法であって、接合フラン
ジ同士の接合個所の略全長に亘って長手方向両側にリブ
を有する弾性材料をフランジ間にはさむとともに、前記
突き合わせ個所より接合フランジに設けたボルト孔の第
1穴目又は第2穴目を覆うに足る長さを有する独立気泡
の軟質フオーム板材を前記弾性材料に添わせて接合フラ
ンジ間にはさんで施工し、ボルト・ナツトで接合フラン
ジを締め付けたものである。
In order to achieve the above object, the present invention provides a stop at the abutting points of three or more unit panels of a panel aquarium that is assembled by joining joint flanges formed on the periphery of the unit panels with bolts and nuts. In this water construction method, an elastic material having ribs on both sides in the longitudinal direction is sandwiched between the flanges over almost the entire length of the joint between the joint flanges, and the first hole of a bolt hole provided in the joint flange is inserted from the abutting point. Alternatively, a closed-cell soft foam board having a length sufficient to cover the second hole is attached to the elastic material and sandwiched between the joint flanges, and the joint flanges are tightened with bolts and nuts.

〔実施例〕〔Example〕

以下に本発明の好)商な実施例を第2図以下の図面に基
づいて説明する。
Preferred embodiments of the present invention will be described below with reference to FIG. 2 and the following drawings.

第2図は、単位パネル1〜4を突き合わせたいわゆる十
字部の個所に本工法を施工した状態の断面図であり、各
接合フランジ1a−4aが接合される十字部に、弾性材
料5と独立気泡の軟質フオーム板材6とが介在されてい
る。ここでは、軟質フオーム板材6が、弾性材料5の両
面に介在されているが、第3図の簡略図に示すように、
弾性材料5の片面に介在されていても良い。弾性材料5
は、第4図及び第5図に示すように、長手方向両側にリ
ブ5a・5aを有している。第6図は弾性材料5の一変
形例を示したものである。この弾性材料5は、接合フラ
ンジ1a・2a  (2a ・4a。
FIG. 2 is a cross-sectional view of the so-called cross section where the unit panels 1 to 4 are butted together using this construction method. A soft foam plate material 6 of air bubbles is interposed. Here, the soft foam plate material 6 is interposed on both sides of the elastic material 5, but as shown in the simplified diagram of FIG.
It may be interposed on one side of the elastic material 5. Elastic material 5
has ribs 5a, 5a on both sides in the longitudinal direction, as shown in FIGS. 4 and 5. FIG. 6 shows a modification of the elastic material 5. As shown in FIG. This elastic material 5 connects the joining flanges 1a and 2a (2a and 4a).

4a・3a、3a ・Ia)同士の接合個所の略全長に
亘る長さを有し、その幅(第5図において高さ)は接合
フランジの幅内(約45+uに形成しである)であり、
厚みは本体部分が約1.1n程度、リプ5a部分が約2
.5im程度であり、使用材料としでは、経年劣化の比
較的少ない加硫ゴム又は熱可塑性弾性材料(スチレン、
エチレン、ブチレン、スチレンCOポリマー等)等が適
している。
4a, 3a, 3a, Ia), and its width (height in Fig. 5) is within the width of the joining flange (formed to approximately 45+u). ,
The thickness of the main body is about 1.1n, and the thickness of the lip 5a is about 2.
.. The material used is vulcanized rubber or thermoplastic elastic material (styrene,
Ethylene, butylene, styrene CO polymers, etc.) are suitable.

前記軟質フオーム板材6としては、EPDMフオーム、
ポリエチレンフオーム、ポリ塩化ビニールフオーム等が
適している。弾性材料5は、接合フランジの略全長に亘
って介在されるが、軟質フオーム板材6は、単位パネル
1(2〜4)の端部すなわち接合7ランジの端部から数
えてボルト孔1穴目あるいは2穴目を覆うに足る長さを
もってその個所に当てかわれる。第2図における軟質フ
オーム板材6は、端部から1穴目を越える個所までの範
囲に当てがわれている。したがって、第5図に示すよう
に、接合フランジの第1穴目に応当する軟質フオーム板
材6に穴6aが穿設されている。
As the soft foam board material 6, EPDM foam,
Polyethylene foam, polyvinyl chloride foam, etc. are suitable. The elastic material 5 is interposed over almost the entire length of the joint flange, but the soft foam plate material 6 is inserted into the first bolt hole counting from the end of the unit panel 1 (2 to 4), that is, the end of the joint 7 flange. Alternatively, a piece long enough to cover the second hole can be applied to that spot. The soft foam board 6 in FIG. 2 is applied from the end to the area beyond the first hole. Therefore, as shown in FIG. 5, a hole 6a is bored in the soft foam plate 6 corresponding to the first hole of the joining flange.

この軟質フオーム板材6は、約311111Pi!度の
厚みである。
This soft foam board material 6 is approximately 311111 Pi! It is about 100% thick.

上述した弾性材料5でリブ5a・5aを有さないものや
弾性未加硫シーラントを弾性材料5として使用したもの
は従来知られていたが、このような弾性材料では、ボル
ト・ナツトの締付力によりフランジ個所の変形を引き起
こし、又面圧が低く止水性が悪く、特に弾性未加硫シー
ラン1−を使用したものでは、単位パネル1(2〜4)
の動きゃポル1〜・ナツトの締め付けにより塑性変形を
起こし、経時的に性能を維持することは困難であった。
The above-mentioned elastic materials 5 that do not have ribs 5a and 5a or that use elastic unvulcanized sealant as the elastic material 5 have been known in the past, but such elastic materials are difficult to tighten bolts and nuts. The unit panel 1 (2 to 4) causes deformation of the flange due to force, and has low surface pressure and poor water sealing properties, especially when using elastic unvulcanized sealan 1-.
If the movement occurs, plastic deformation occurs due to the tightening of the nut, making it difficult to maintain performance over time.

また、軟質フオーム板材6と同様のものを単独で接合7
ランジ間にはさんだものでは、経年劣化により硬化し、
フオームの特徴である小さい締付力で高い面圧を得るこ
とが、経年劣化後はiqられなくなり、かつ単位パネル
1(2〜4)の動きにも対応することができなくなって
しまうものであった。 本発明では、上述の如く未加硫
ゴムではなく加硫ゴム等から成り、しかも長手方向両側
にリブ5a・5aを有Jる弾性材料5を接合フランジ間
(例えば1a・28間)にはさむとともに、さらに、独
立気泡の軟質フオーム板材6を接合フランジの全長に亘
ってではなく、前記したようにボルト孔の中位パネル1
(2〜4)の端部がら1穴目又は2穴目まで当てがって
接合7ランジ間に介在させて施工するものであり、両部
材の特徴を高度に生かすことが出来たものである。とこ
ろが、本発明におけるリブ付弾性材料5と、軟質フオー
ム板材6の代りに未加硫ゴムとを組み合わせた場合では
、ボルトの締め付けにより未加硫ゴムの体積変化ではな
(形状変形を伴ない、この変形圧によって弾性材料5の
リブ5aを外へ追いやり充分止水効果を発揮するもので
はない。
In addition, a material similar to the soft foam plate material 6 can be individually joined 7.
Items sandwiched between the lunges will harden due to aging.
The characteristic of the form, which is to obtain a high surface pressure with a small tightening force, becomes impossible to apply after aging and becomes unable to respond to the movements of the unit panels 1 (2 to 4). Ta. In the present invention, as described above, the elastic material 5, which is made of vulcanized rubber or the like instead of unvulcanized rubber and has ribs 5a and 5a on both sides in the longitudinal direction, is sandwiched between the joining flanges (for example, between 1a and 28). Furthermore, the closed-cell flexible foam board 6 is not extended over the entire length of the joint flange, but rather in the middle panel 1 of the bolt hole as described above.
(2 to 4) are applied to the first or second hole from the end and interposed between the joint 7 lunges, making the best use of the characteristics of both parts. . However, in the case where the ribbed elastic material 5 of the present invention is combined with unvulcanized rubber instead of the soft foam board 6, the tightening of the bolt does not cause a volume change of the unvulcanized rubber (accompanied by shape deformation, This deformation pressure drives the ribs 5a of the elastic material 5 to the outside and does not provide a sufficient water-stopping effect.

〔発明の効果〕〔Effect of the invention〕

以上説明したように、本発明の止水工法によれば、単位
パネルの周縁に形成された接合フランジ同士をボルト・
ナラi−で接合して組立てられるパネル水槽の各単位パ
ネルの3枚以上の突き合わせ個所の止水工法であって、
接合7ランジ同士の接合個所の略全長に亘って長平方向
両側にリブを有する弾性材料をフランジ間にはさむとと
もに、前記突き合わせ個所より接合フランジに設りたボ
ルト孔の第1穴目又は第2穴目を覆うに足る長さを有す
る独立気泡の軟質フスーム板材を前記弾性材料に添わせ
て接合7ランジ間にはさんで施工し、ボルト・ナツトで
接合フランジを締め付けたので、単位パネルの角部が突
き合わされた個所、すなわち十字部やT宇部において、
製造や施工のバラつき、組立精度の不足等で各単位パネ
ルにスレが生じても軟質フオーム板材の存在によりその
ズレを吸収づることができるとともに、小さい締付力で
高い面圧を1qることができる。特に、十字部やT字部
の交叉部近傍では、ポル1〜・ナツトの締付力が充分に
作用しにくいので小さな締付力で高い面圧を1qること
が止水効果を高める上で有効である。
As explained above, according to the water stop method of the present invention, the joining flanges formed on the periphery of the unit panel can be connected together using bolts.
A water stop construction method for the butt points of three or more unit panels of a panel aquarium assembled by joining with oak i-,
Joining 7 An elastic material having ribs on both sides in the longitudinal direction is sandwiched between the flanges over substantially the entire length of the joining point between the flange, and the first hole or the second hole of the bolt hole provided in the joining flange from the abutting point. A closed-cell soft fusoum board with a length sufficient to cover the eyes was attached to the elastic material and sandwiched between the 7 joining flanges, and the joining flanges were tightened with bolts and nuts. At the place where the two are butted together, that is, the cross section and T-Ube,
Even if scratches occur in each unit panel due to variations in manufacturing or construction, lack of assembly precision, etc., the presence of the soft foam plate material can absorb the slippage, and it is also possible to generate a high surface pressure of 1q with a small tightening force. can. In particular, near the intersections of crosses and T-shaped parts, the tightening force of poles 1 to 1 and nuts is difficult to act sufficiently, so applying a high surface pressure of 1q with a small tightening force will improve the water-stopping effect. It is valid.

このように、小さい締付力で高い面圧を得ることができ
れば、締付力を強くすることによる接合フランジの変形
を防止することができる。接合フランジの端部に施工さ
れた軟質フオーム板材は、経時変化により硬化しても、
弾性材料の存在により面圧の低下は防止される。また、
弾性材料はリブを有しているので、小さい締付力で高い
面圧を得ることができ、止水効果を高めている。
In this way, if a high surface pressure can be obtained with a small clamping force, it is possible to prevent the joining flange from deforming due to increasing the clamping force. Even if the soft foam plate material installed at the end of the joint flange hardens over time,
The presence of the elastic material prevents the surface pressure from decreasing. Also,
Since the elastic material has ribs, a high surface pressure can be obtained with a small tightening force, thereby enhancing the water-stopping effect.

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

第1図は従来の止水工法を施した接合フランジ間の断面
図、第2図は本発明の止水工法を施した十字部の断面図
、第3図は本発明の止水工法の他例を示ず十字部の簡略
断面図、第4図は第2図IV−IV i!J断面図、第
5図は第2図にJ3いて使用される弾性材料と軟質フオ
ーム板材の斜視図、第6図は本発明に使用される弾性材
料の変形例の断面図である。 1〜4・・・・・・単位パネル、 1a〜4a・・・・・・接合フランジ、5・・・・・・
弾性材料、 6・・・・・・軟質フオーム板材。 出願人 ブリデストンタイヤ株式会社 代理人 弁理士 増 1)竹 夫 ′・′ 5 鳳 第4図 ′50 第6図 1、事件の表示 昭和57年特許願第203428号 2、発明の名称 パネル水槽の止水工法 3、補正をする者 事件との関係   特許出願人 住 所 東京都中央区京橋−丁目10番1号名 称 ブ
リデストンタイヤ株式会社 4、代理人 〒104  東京都中央区銀座二丁目10番5号銀座オ
オイビル3階 電話03 (545) 2818 (代
)(7882)  弁理士 増 1)竹 夫5、補正の
対象 (1)明細書の「特許請求の範囲」 [発明の詳細6、
補正の内容 (1)明細書を別紙のとおり訂正する。 (2)図面第7図ないし第10図を別紙の通り補充する
。 明  細  由 1、発明の名称 パネル水槽の止水工法 2、特許請求の範囲 1、単位パネルの周縁に形成された接合フランジ同士を
ポル1−・ナツトで接合して組立てられるパネル水槽の
単位パネルの3枚以上の突き合わば個所の止水工法であ
って、 接合7ランジ同士の接合個所の略全長に亘って長手方向
両側にリブを有する弾性材料をフランジ間にはさむとと
もに、 独立気泡の軟質フA−ム板材を前記弾性材料に添わせて
接合フランジ間にはさんで施工し、ボルト・ナツトで接
合フランジを締め付けたことを特徴とするパネル水槽の
止水工法。 パネル水槽の止水工法。 3、発明の詳細な説明 (技術分野) 本発明は、単位パネルの周縁に形成された接合フランジ
同士をボルト・ナラ1へで接合して組立゛Cられるパネ
ル水槽の単位パネルの3枚以上の突き合わせ個所の止木
工法に関するものである。 〔背景技術〕 四周に取付用の接合7ランジを有する単位パネルのそれ
ぞれのフランジを接合させ、場合させたフランジの間に
弾性材料をはさんで、フランジ同士をボルト・ナツト等
で締め刊けることにより順次締結し、複数の単位パネル
から水槽を構成するパネル水槽においては、各単位パネ
ルの突き合わせ個所における接合フランジ間からの漏水
を完全に防止することはできないものであった。特に、
単位パネルが3〜4枚突き合わされた個所、すなわち1
字部又は十字部では、組立施工の精度不足及び製造時の
製品のバラつき、さらには組立後の締付力が作用しにく
い個所であるため漏水が生じ易い。 従来は、ポリエチレン、ポリプロピレン等の発泡体やE
PTゴム、ネオブレンゴム等のゴム状弾性体を使用した
弾性材料100を、第1図に示すように、接合フランジ
101,102,103゜104の間にはさみ、これら
3者をポル1−・ナツト(特に図示ぜず)で締め付ける
ことにより止水を図っていた。弾性材料100の介在に
より止水効果を高めるためには、ボルト・ナツトによる
締イ4カが小さくとも接合されるフランジに弾性材料1
00の高い面圧がかかること、単位パネルの動きに対し
て弾性材料100の塑性変形が少なく、面圧が復元する
こと、弾性材料の経年劣化が少ないこと等が要求される
。ところが、従来の弾性材料100は、特に断面形状が
平坦なために締付力は全面に作用し、高い面圧がえられ
ぬ前にフランジ変形を起こし、パネル水槽用としては充
分とはいえないものであった。又発泡体を使用したもの
は初期的には小さい締付力でも高い止水性を示すが、経
年劣化による硬化や気泡のつぶれにより復元性が弱まり
、使用後漏水を発生ずるという問題があった。又特に鋼
板製パネルはFRP製パネルに比べてプレス工程が長い
ために1法のバラツキが大ぎく、そのバラツキが十字部
に集中し面圧不良やシール材を切断するという問題もあ
った。 〔発明の目的〕 本発明は、上記事情に鑑みて発明されたものであり、長
期間に亘って止水効果を発揮し、特に3〜4枚の単位パ
ネルを突き合わせた個所、づ″なわちT字部又は十字部
の止水効果に優れたパネル水槽の止水工法を提供するこ
とを目的とするものである。 〔発明の構成〕 本発明は、上記目的を達成するために、単位パネルの周
縁に形成された接合フランジ同士をボルト・ナツトで接
合して組立てられるパネル水槽の各単位パネルの3枚以
上の突き合わせ個所の止水工法であって、接合フランジ
同士の接合個所の略全長に亘って長手方向両側にリブを
有する弾性材料をフランジ間にはさむとともに、好まし
くは前記突き合わせ個所より接合7ランジに設けたポル
1〜孔の第1穴目又は第2穴目を覆うに足る長さを有す
る独立気泡の軟質フオーム板材を前記弾性材料に添わせ
て接合フランジ間にはさんで施工し、ボルト・ナツトで
接合フランジを締め(;J(jたものである。 〔実施例〕 以下に本発明の好適な実施例を第2図以下の図面に基づ
いて説明する。 第2図は、単位パネル1〜4を突き合わせたいわゆる十
字部の個所に本工法を施工した状態の断面図であり、各
接合フランジ18〜4aが接合される十字部に、弾性材
料5と独立気泡の軟質フオーム板材6とが介在されてい
る。ここでは、軟質フオーム板材6が、弾性材料5の両
面に介在されているが、第3図の簡略図に示すように、
弾性材料5の片面に介在されていても良い。弾性材料5
は、第4図及び第5図に示すように、長手方向両側にリ
ブ5a ・5aを有している。第6図は弾性材料5の一
変形例を更したものである。この弾性林料5は、好まし
くは図示例のように接合フランジ1a・2a (2a・
4a、4a・3a 、3a・1a)同士の接合個所の略
全長に亘る長さを有し、その幅(第5図において高さ)
は接合フランジの幅内(約45龍に形成しである)であ
り、厚みは本体部分が約1.1u程度、リプ5a部分が
約2゜5日程度であり、使用材料としては、経年劣化の
比較的少ない加硫ゴム又は熱可塑性弾性材料(スチレン
・エチレン・ブヂレン・スチレンコポリマー等)等が適
している。前記軟質フオーム板材6としては、EPDM
フオーム、ポリエチレンフオーム、ポリ塩化ビニールフ
オーム等が適している。 弾性材料5は、接合フランジの略全長に亘って介在され
るが、これに添える軟質フオーム板材6は、好ましくは
単位パネル1(2〜4)の端部すなわち接合7ランジの
端部から数えてボルト孔1穴目あるいは2穴目を覆うに
足る長さをもってその個所に当てかわれる。第2図にお
ける軟質フオーム板材6は、端部から1穴目を越える個
所までの範囲に当てがわれている。したがって、第5図
に示すように、接合フランジの第1大目に応当する軟賀
フオーム板材6に穴6aが穿設されている。この軟質フ
オーム板材6は、弾性材料5に添ってのびることを必須
とし、又板材6は第7図、第8図も第6図と同様の変形
例を示したものである。前記軟質フオーム板材は約3吐
秒度の厚みである。 上述した弾性材料5でリブ5a・5aを有さないものや
弾性未加硫シーラントを弾性材料5として使用したもの
は従来知られていたが、このような弾性材料では、ボル
ト・ナツトの締付力によりフランジ個所の変形を引き起
こし、又面圧が低(止水性が悪く、特に弾性未加硫シー
ラン1−を使用したものでは、単位パネル1(2〜4)
の動きやボルト・ナツトの締め付けにより塑性変形を起
こし、経時的に性能を維持すること(よ困難であった。 また、軟質)A−ム板材6と同様のものを単独で接合フ
ランジ間にはさんだものでは、経年劣化により硬化し、
フオームの特徴である小さい締付力で高い面圧を得るこ
とが、経年劣化後は得られなくなり、かつ単位パネル1
(2〜4)の動きにも対応することができなくなってし
まうものであつ本発明では、上述の如く未加硫ゴムでは
なく加硫ゴム等から成り、しかも長手方向両側にリブ5
a・5aを有する弾性材料5を接合7ランジ間(例えば
1a・28間)にはさむとともに、ざらに、独立気泡の
軟質フオ板拐板拐6を接合フランジの全長に亘ってでは
なく、ごく短かい長さをもって添わせるだけでよく、前
記したようにボルト孔の単位パネル1(2〜4)の端部
から1穴目又は2穴目まで当てがって接合フランジ間に
介在させて施工するのが好ましいものであり、本発明は
このように両部材の特徴を高度に生かすことが出来たも
のである。ところが、本発明におけるリブ付弾性材料5
ど、軟質フオーム板材6の代りに未加硫ゴムとを組み合
わせた場合では、ボルトの締め付【プにより未加硫ゴム
の体積弯化ではなく形状変形を伴ない、この変形圧によ
って弾性材料5のリブ5aを外へ追いやり充分止水効果
を発揮するものではない。 第9図及び第10図は第2図と同様の本発明の施工時の
断面図であり、符号【ま各々同じである。 〔発明の効果〕 以上説明したように、本発明の止水工法によれば、単位
パネルの周縁に形成された接合フランジ同士をボルト・
ナツトで接合して組立てられるノ\ネル水槽の各単位パ
ネルの3枚以上の突き合わせ個所の止水工法であって、
接合7ランジ同士の接合個所の略全長に亘って長手方向
両IIに1ノブを有する弾性材お)をフランジ間に警ま
さむとともに、独立気泡の軟質フオーム板材を前記弾性
材キルに添わせて接合フランジ間にはさんで施工し1.
IC/レト・ナツトで接合フランジを締め付けたので、
単イ立/<ネルの角部が突き合わされた個所、すなわち
十字部や1字部において、製造や施工のl\うつき、組
立精度の不足等で各単位パネルにズレが生じても軟質フ
オーム板材の存在によりそのズレを吸I″y、すること
がでさるとともに、小さく1締付力で高(X面圧を得る
ことができる。特に、十字部やT字SIの交叉部近傍で
は、ボルト・ナツトの締イ寸力が充分に作用しにくいの
で小さな締イ1力で高0面圧を1尋ることが止水効果を
高める上で有効である。特に独立気泡の軟質)A−ム板
材を突き合わせ個所より接合フランジに設りたボルト孔
の第1穴目又(ま第2穴目を覆うに足る長さをもって弾
性材卑斗に添わせることによって止水効果が抜群に向−
卜するものである。このように、小さい締付力で高1/
八面圧を得ることがで′きれば、締イ・1カを強くする
ことによる接合フランジの変形を防止することができる
。 接合フランジの端部に施工された軟質フオーム板材は、
経時変化により硬化しても、弾性斗オオ斗の存在により
面圧の低下は防止される。また、弾性材料はリブを有し
ているので、小さく7)締イ寸力で高0面圧を得ること
ができ、止水効果を高めてl/xる。 4、図面の簡単な説明 第1図は従来の止水工法を施した接合フランジ間の断面
図、第2図は本発明の止水玉ン去を施した十字部の断面
図、第3図は本発明の1に水工法の%例を示す十字部の
簡略断面図、第4図番ま第2図Iv−IV線断面図、第
5図は第2図にお6sてIl吏11される弾性材料と軟
質フオーム板材のg+視図、第6図と第7図及び第8図
は本発明に使用される弾性材料の変形例の断面図、第9
図及び第10図は第2図と同様の本発明の止水工法を施
した他の例の断面図である。 1〜4・・・・・・単位パネル、 1a〜4a・・・・・・接合フランジ、5・・・・・・
弾性材料、 6・・・・・・軟質フオーム板材。 出願人 ブリデストンタイヤ株式会社 代理人 弁理士 増 1)竹 夫
Figure 1 is a cross-sectional view between joint flanges using the conventional water-stopping method, Figure 2 is a cross-sectional view of the cross section using the water-stopping method of the present invention, and Figure 3 is a cross-sectional view of the joint flanges using the water-stopping method of the present invention. A simplified cross-sectional view of the cross section without an example, FIG. 4 is shown in FIG. 2 IV-IV i! 5 is a perspective view of the elastic material and soft foam plate used in FIG. 2, and FIG. 6 is a sectional view of a modified example of the elastic material used in the present invention. 1 to 4...unit panel, 1a to 4a...joint flange, 5...
Elastic material, 6... Soft foam plate material. Applicant Brideston Tire Co., Ltd. Agent Patent Attorney Masu 1) Takeo '・' 5 Otori Figure 4 '50 Figure 6 1, Display of the case 1982 Patent Application No. 203428 2, Name of the invention Panel water tank Water stop construction method 3, relationship with the case of the person making the amendment Patent applicant address: 10-1 Kyobashi-chome, Chuo-ku, Tokyo Name: Brideston Tire Co., Ltd. 4, Agent: 104 Ginza 2, Chuo-ku, Tokyo 10-5 Ginza Ooi Building 3rd floor Telephone 03 (545) 2818 (7882) Patent attorney Masu 1) Takeo 5, subject of amendment (1) “Scope of claims” in the specification [Details of the invention 6 ,
Contents of amendment (1) The specification will be corrected as shown in the attached sheet. (2) Supplement figures 7 to 10 as shown in the attached sheet. Description 1. Title of the invention: Water stop method for panel aquarium 2. Claim 1. Unit panels of a panel aquarium that are assembled by joining joining flanges formed on the periphery of the unit panels with bolts and nuts. This is a water-stopping construction method where three or more sheets butt together, in which an elastic material having ribs on both sides in the longitudinal direction is sandwiched between the flanges over approximately the entire length of the joint between the seven flange flanges, and a closed-cell soft material is used. A water stop construction method for a panel water tank, characterized in that a frame plate material is attached to the elastic material and sandwiched between joint flanges, and the joint flanges are tightened with bolts and nuts. Water stop construction method for panel aquariums. 3. Detailed Description of the Invention (Technical Field) The present invention relates to a method for assembling three or more unit panels of a panel aquarium by joining joint flanges formed on the periphery of the unit panels to bolts and nuts 1. This relates to the method of stopping wood at butt points. [Background technology] Each flange of a unit panel having seven joining langes on the four peripheries for attachment is joined together, an elastic material is sandwiched between the joined flanges, and the flanges are tightened with bolts, nuts, etc. In panel aquariums in which the aquarium is constructed from a plurality of unit panels that are sequentially fastened together, it has not been possible to completely prevent water leakage from between the joint flanges at the butt points of the unit panels. especially,
A place where 3 to 4 unit panels are butted together, i.e. 1
Water leaks are likely to occur at the character or cross sections due to lack of precision in assembly, product variations during manufacturing, and locations where tightening force after assembly is difficult to act. Conventionally, foams such as polyethylene and polypropylene and E
An elastic material 100 using a rubber-like elastic body such as PT rubber or neoprene rubber is sandwiched between joint flanges 101, 102, 103° 104 as shown in FIG. (not particularly shown) was used to prevent water from leaking. In order to enhance the water stopping effect by interposing the elastic material 100, it is necessary to place the elastic material 100 on the flange to which the four tightening forces of bolts and nuts are joined, even if the tightening forces are small.
It is required that a high surface pressure of 0.00 is applied, that the elastic material 100 undergoes little plastic deformation with respect to the movement of the unit panel, that the surface pressure is restored, and that the elastic material exhibits little deterioration over time. However, since the conventional elastic material 100 has a particularly flat cross-sectional shape, the tightening force acts on the entire surface, causing flange deformation before high surface pressure can be achieved, making it unsatisfactory for use in panel aquariums. It was something. In addition, products using foam initially exhibit high water-stopping properties even with a small tightening force, but due to deterioration over time, hardening and collapse of bubbles weaken the resilience, resulting in water leakage after use. In addition, since the pressing process for steel panels is longer than for FRP panels, the variation in one method is large, and the variation is concentrated in the cross section, causing problems such as poor surface pressure and cutting of the sealing material. [Object of the Invention] The present invention was invented in view of the above circumstances, and exhibits a water-stopping effect over a long period of time, particularly in areas where three or four unit panels are butted together, that is, It is an object of the present invention to provide a water stop construction method for a panel aquarium that is excellent in the water stop effect of the T-shaped part or the cross part. [Structure of the Invention] In order to achieve the above object, the present invention A water stop construction method for the butting points of three or more panels of each unit panel of a panel aquarium, which is assembled by joining the joint flanges formed on the periphery of the tank with bolts and nuts. An elastic material having ribs on both sides in the longitudinal direction is sandwiched between the flanges, and preferably has a length sufficient to cover the first or second hole of the holes 1 to 1 provided in the joint 7 flange from the abutting point. A closed-cell soft foam plate material having a 100% elastic material was attached to the elastic material and sandwiched between the joint flanges, and the joint flanges were tightened with bolts and nuts. [Example] A preferred embodiment of the present invention will be described based on the drawings shown in Figure 2 and below. Figure 2 is a cross-sectional view of the construction method applied to a so-called cross section where unit panels 1 to 4 are butted together. , an elastic material 5 and a closed-cell soft foam board 6 are interposed at the cross section to which each joining flange 18 to 4a is joined.Here, the soft foam board 6 is interposed on both sides of the elastic material 5. However, as shown in the simplified diagram in Figure 3,
It may be interposed on one side of the elastic material 5. Elastic material 5
has ribs 5a and 5a on both sides in the longitudinal direction, as shown in FIGS. 4 and 5. FIG. 6 shows a further modification of the elastic material 5. As shown in FIG. This elastic forest material 5 preferably has joint flanges 1a, 2a (2a,
4a, 4a/3a, 3a/1a), and its width (height in Figure 5)
is within the width of the joint flange (formed to about 45 mm), the thickness of the main body is about 1.1 μ, the lip 5a is about 2.5 days old, and the material used is not likely to deteriorate over time. Vulcanized rubber or thermoplastic elastic materials (styrene, ethylene, butylene, styrene copolymers, etc.), which have a relatively small amount of carbon, are suitable. As the soft foam plate material 6, EPDM is used.
Foam, polyethylene foam, polyvinyl chloride foam, etc. are suitable. The elastic material 5 is interposed over almost the entire length of the joint flange, and the soft foam plate 6 attached thereto is preferably located at the end of the unit panel 1 (2 to 4), that is, counting from the end of the joint 7 flange. It is long enough to cover the first or second bolt hole and is applied to that location. The soft foam board 6 in FIG. 2 is applied from the end to the area beyond the first hole. Therefore, as shown in FIG. 5, a hole 6a is bored in the soft foam plate 6 corresponding to the first diameter of the joining flange. The soft foam plate 6 must extend along the elastic material 5, and FIGS. 7 and 8 also show modifications similar to those shown in FIG. 6. The flexible foam board has a thickness of approximately 3 mm. The above-mentioned elastic materials 5 that do not have ribs 5a and 5a or that use elastic unvulcanized sealant as the elastic material 5 have been known in the past, but such elastic materials are difficult to tighten bolts and nuts. The force causes deformation of the flange, and the surface pressure is low (poor water-stopping properties, especially when using elastic unvulcanized sealant 1-, the unit panel 1 (2 to 4)
Plastic deformation occurs due to movement of the bolts and tightening of bolts and nuts, making it difficult to maintain performance over time (also, it is more difficult to maintain performance over time). Sand materials harden due to aging,
Obtaining a high surface pressure with a small tightening force, which is a characteristic of the foam, becomes impossible after aging, and the unit panel 1
However, in the present invention, as mentioned above, the material is made of vulcanized rubber instead of unvulcanized rubber, and there are ribs on both sides in the longitudinal direction.
An elastic material 5 having a diameter of 5a and 5a is sandwiched between the joint 7 flanges (for example, between 1a and 28), and a closed-cell soft foam plate 6 is inserted not over the entire length of the joint flange, but in a very short length. All you need to do is attach it to the bolt length, and as described above, apply it to the first or second hole from the end of the unit panel 1 (2 to 4) of the bolt hole and interpose it between the joining flanges. is preferable, and the present invention is able to take advantage of the features of both members to a high degree. However, the ribbed elastic material 5 in the present invention
However, when unvulcanized rubber is used in place of the soft foam plate 6, the tightening of bolts causes the unvulcanized rubber to deform its shape rather than to increase its volume, and this deformation pressure causes the elastic material 5 to It does not push the ribs 5a outward and exhibit a sufficient water-stopping effect. FIGS. 9 and 10 are cross-sectional views of the present invention during construction, similar to FIG. 2, with the same reference numerals. [Effects of the Invention] As explained above, according to the water stop method of the present invention, the joining flanges formed on the periphery of the unit panel are connected together with bolts.
A water stop construction method for the butt points of three or more unit panels of a flannel aquarium that are assembled by joining with nuts,
Joining 7 An elastic material having one knob on both longitudinal sides is placed between the flanges over approximately the entire length of the joining point between the flange, and a closed-cell soft foam board is joined along with the elastic material kill. Install it between the flanges 1.
Since I tightened the joint flange with IC/Reto nut,
The flexible form is flexible even if misalignment occurs in each unit panel due to manufacturing or construction imperfections, lack of assembly precision, etc. The presence of the plate material can absorb the misalignment, and it is also possible to obtain high (X surface pressure) with a small tightening force of 1.Especially near the cross section or the intersection of T-shaped SI, Since it is difficult for the tightening force of bolts and nuts to act sufficiently, it is effective to increase the water-stopping effect by applying a high surface pressure of one foot with one small tightening force.Especially on closed-cell soft (soft) A- By attaching the elastic material to the elastic material with a length sufficient to cover the first hole (or second hole) of the bolt hole provided in the joint flange from the butting point of the elastic material, the water-stopping effect will be excellent.
It is something to watch. In this way, with a small tightening force, high 1/
If it is possible to obtain eight-face pressure, it is possible to prevent the joint flange from deforming due to strengthening the tightening force. The soft foam plate installed at the end of the joint flange is
Even if it hardens due to changes over time, the presence of the elastic dowel prevents the surface pressure from decreasing. In addition, since the elastic material has ribs, it is possible to obtain a high zero surface pressure with a small tightening force, increasing the water-stopping effect and reducing l/x. 4. Brief explanation of the drawings Figure 1 is a cross-sectional view between joint flanges that have been subjected to the conventional water-stopping method, Figure 2 is a cross-sectional view of the cross section that has been treated with the water-stopping method of the present invention, and Figure 3 is a cross-sectional view of the cross section that has been subjected to the water-stopping method of the present invention. 1 of the present invention is a simplified cross-sectional view of the cross section showing an example of the water construction method, Figure 4 is a cross-sectional view taken along the line Iv-IV in Figure 2, and Figure 5 is a 6s section of Figure 2. 6, 7, and 8 are cross-sectional views of modified examples of the elastic material used in the present invention;
Figures 1 and 10 are cross-sectional views of other examples in which the water stop method of the present invention is applied, similar to that shown in Figure 2. 1 to 4...unit panel, 1a to 4a...joint flange, 5...
Elastic material, 6... Soft foam plate material. Applicant Brideston Tire Co., Ltd. Agent Patent Attorney Masu 1) Takeo

Claims (1)

【特許請求の範囲】 1、単位パネルの周縁に形成された接合7ランジ同士を
ポル(〜・ナツトで接合して組立てられるパネル水(n
の単位パネルの3枚以上の突き合わせ個所の止水工法で
あって、 接合フランジ同士の接合個所の略全長に亘って長手方向
両側にリブを有する弾性材料をフランジ間にはさむとと
もに、 前記突き合わせ個所より接合フランジに設けたポル゛1
へ孔の第1穴目又は第2穴目を覆うに足る長さを有Jる
独立気泡の軟質フオーム板材を前記弾性材料に添わせて
接合フランジ間にはさんで施工し、ボルト・ナラ1−で
接合フランジを締め付けたことを特徴とするパネル水槽
の止水工法。
[Scope of Claims] 1. Panel water (n
A waterproof construction method for abutting points of three or more unit panels, comprising: sandwiching between the flanges an elastic material having ribs on both sides in the longitudinal direction over substantially the entire length of the joining point of the joining flanges; Port 1 provided on the joining flange
A closed-cell soft foam board having a length sufficient to cover the first or second hole of the hole is attached to the elastic material and sandwiched between the joining flanges, and the bolt/Nara 1 is installed. - A water stop construction method for a panel water tank, characterized by tightening the joining flange.
JP57203428A 1982-11-19 1982-11-19 Method of cut-off construction of panel water tank Granted JPS5993682A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57203428A JPS5993682A (en) 1982-11-19 1982-11-19 Method of cut-off construction of panel water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57203428A JPS5993682A (en) 1982-11-19 1982-11-19 Method of cut-off construction of panel water tank

Publications (2)

Publication Number Publication Date
JPS5993682A true JPS5993682A (en) 1984-05-30
JPS6212110B2 JPS6212110B2 (en) 1987-03-17

Family

ID=16473915

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57203428A Granted JPS5993682A (en) 1982-11-19 1982-11-19 Method of cut-off construction of panel water tank

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6143195U (en) * 1984-08-24 1986-03-20 東陶機器株式会社 Seal structure in prefabricated aquariums
JPS61117194U (en) * 1984-12-29 1986-07-24
JPS61188993U (en) * 1985-05-17 1986-11-25
JP2009255085A (en) * 2009-08-03 2009-11-05 Pia Kk Paint roller

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5399153A (en) * 1977-02-09 1978-08-30 Kubota Ltd Packing for water ightening
JPS53135604U (en) * 1977-03-31 1978-10-26

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5399153A (en) * 1977-02-09 1978-08-30 Kubota Ltd Packing for water ightening
JPS53135604U (en) * 1977-03-31 1978-10-26

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6143195U (en) * 1984-08-24 1986-03-20 東陶機器株式会社 Seal structure in prefabricated aquariums
JPS61117194U (en) * 1984-12-29 1986-07-24
JPS61188993U (en) * 1985-05-17 1986-11-25
JPH049357Y2 (en) * 1985-05-17 1992-03-09
JP2009255085A (en) * 2009-08-03 2009-11-05 Pia Kk Paint roller

Also Published As

Publication number Publication date
JPS6212110B2 (en) 1987-03-17

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