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JPH0435561B2 - - Google Patents
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JPH0435561B2 - - Google Patents

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Publication number
JPH0435561B2
JPH0435561B2 JP63199693A JP19969388A JPH0435561B2 JP H0435561 B2 JPH0435561 B2 JP H0435561B2 JP 63199693 A JP63199693 A JP 63199693A JP 19969388 A JP19969388 A JP 19969388A JP H0435561 B2 JPH0435561 B2 JP H0435561B2
Authority
JP
Japan
Prior art keywords
water
cracks
supplied
fire prevention
stop
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP63199693A
Other languages
Japanese (ja)
Other versions
JPH0249857A (en
Inventor
Yoshuki Imoto
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.)
IMOTO SANGYO KK
Original Assignee
IMOTO SANGYO KK
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 IMOTO SANGYO KK filed Critical IMOTO SANGYO KK
Priority to JP19969388A priority Critical patent/JPH0249857A/en
Publication of JPH0249857A publication Critical patent/JPH0249857A/en
Publication of JPH0435561B2 publication Critical patent/JPH0435561B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、建築物の防火水槽、灌漑用水路、
或いはその他水設備等の常時貯水又は給水されて
いる部位の水面下内面に発生したクラツク、或い
は継ぎ目等が地盤の変動又は老朽によつて隙間と
なり形成された漏水部を、水を抜かない状態で目
止めして止水する不断水止水工法に関する。
[Detailed Description of the Invention] (Industrial Application Field) This invention is applicable to fire prevention water tanks for buildings, irrigation canals,
Or, cracks that occur on the inner surface below the water surface of parts of water equipment where water is constantly stored or supplied, or water leaks that are formed as gaps due to ground movement or aging, without draining the water. Concerning an uninterruptible water stop construction method that seals water to stop water.

(従来の技術) 従来、建築物の防火水槽、灌漑用水路、或いは
その他水設備等の常時水が供給されている部位の
水面下内面に発生したクラツク、或いは継ぎ目等
が地盤の変動又は老朽によつて隙間となり形成さ
れた漏水部を水を目止めする場合、次のような止
水修理工法によつて行つていた。
(Prior art) In the past, cracks or seams that occurred on the inner surfaces of parts of buildings that were constantly supplied with water, such as fire tanks, irrigation canals, or other water facilities, were caused by changes in the ground or aging. When sealing a water leak that has formed as a gap, the following water stop repair method was used.

すなわち、この工法は、上記常時水が供給され
ている部位としての防火水槽、灌漑用水路、或い
はその他水設備等の水を完全に排除して内部を空
の状態にする。
That is, this construction method completely removes water from the fire prevention water tank, irrigation canal, or other water equipment, etc., which are constantly supplied with water, to empty the interior thereof.

そこで、この内部に発生したクラツク、或いは
継ぎ目部分の隙間に、適宜目止め剤を充填して硬
化させ、その後再び水を満たすようにして全体の
水漏れを防ぐべく止水する工法である。
Therefore, the cracks that occur inside the building or the gaps between the joints are filled with an appropriate filler and cured, and then filled with water again to stop the water from leaking throughout the building.

(発明が解決しようとする問題点) ところが、このような工法は、次に示すような
様々な問題点を抱えておるのが現状であつた。
(Problems to be Solved by the Invention) However, at present, such construction methods have various problems as shown below.

先ず、灌漑用水路等の水路の場合、或いはそれの
源であるダム設備の場合であるが、この種の水路
等は、建設省、水資源開発公団、農政局の管轄の
ものだけでも非常に広範囲に分布するものであ
り、そこで漏水する量は膨大なものであるから、
水資源保護、及び安全対策上、その漏水防止、止
水工事は重要なメンテナンスの一つである。
First, in the case of waterways such as irrigation canals, or the dam facilities that are the source of such waterways, these types of waterways cover a very wide range even if they are under the jurisdiction of the Ministry of Construction, the Water Resources Development Corporation, and the Agricultural Administration Bureau. The amount of water leaking there is enormous, so
In terms of water resource protection and safety measures, water leakage prevention and water shutoff construction are important maintenance tasks.

ところが、このような水路等の水を前述のよう
に、空の状態、つまり、水を抜いた状態にすると
なると、先ず、水の利用者への断水通知を出した
後、水門を閉鎖し、次いで減水した後残水をポン
プ等で排出しなければならない。そして、その
後、前述の如く、この水路等を形成しているコン
クリート部分の内部に発生したクラツク、或いは
コンクリート打設継ぎ目部分の隙間に、適宜目止
め剤を充填して硬化させ止水修理を完了し、その
後再び通水して止水未確認のまま全ての止水修理
工程を終了するものである。
However, as mentioned above, when water in such waterways is to be left empty, that is, the water has been drained, first a water cutoff notice is issued to water users, and then the water gates are closed. After the water has been reduced, the remaining water must be pumped out using a pump, etc. Then, as mentioned above, cracks that have occurred inside the concrete parts that form this waterway, etc., or gaps between concrete pouring joints, are filled with an appropriate filler and hardened to complete the water-stop repair. After that, the water is turned on again and the entire water stop repair process is completed without confirming that the water has stopped.

従つて、この一連の工程は長時間を必要とする
と共に、非常に大掛かりとなり、実際には、水利
用者の状況を考えると、10時間〜12時間のような
短時間の作業時間しか確保できないことが多く、
この時間制限の中では、十分な作業を行うことが
不可能であるという問題があつた。
Therefore, this series of processes requires a long time and is very large-scale, and in reality, considering the situation of water users, only a short work time of 10 to 12 hours can be secured. Often,
There was a problem in that it was impossible to perform sufficient work within this time limit.

又、時間的制約の外に、天候も非常に大きな制
約条件になり、例えば、天候の安定、及び利用者
の水使用を鑑みると最も水使用量の少ない冬期の
渇水期に施工されることが多く、そうすれば、作
業条件の悪化、或いは、目止め剤の硬化接着への
悪影響、或いは、気温水温が低いことによる通水
後の止水確認不能等、不可抗力的要因が発生し
て、完全止水修理は期待できず、又、頻繁に修理
を行うことも困難であつた。
In addition to time constraints, the weather is also a very important constraint. For example, in view of the stability of the weather and the water usage of users, construction may be carried out during the winter drought period when water usage is at its lowest. In many cases, this may lead to the occurrence of force majeure factors such as deterioration of working conditions, adverse effects on the cured adhesive of the sealant, or inability to confirm water stoppage after water flow due to low air and water temperatures, resulting in complete failure. Water stoppage repairs could not be expected, and it was also difficult to carry out repairs frequently.

一方、消防庁管轄下にある各工場等の建物に付
設されている防火水槽の止水修理の場合には、こ
の防火水槽から完全排水するとなると、消防法に
よつて代替えの防火水槽を設置した後でないと行
うことができないという規制がある。従つて、こ
れを実施するとなると非常に費用が嵩んでしまう
から、絶えず注水を行つて水位保持をした状態で
止水修理を施そうとするが、これまでの止水技術
では止水修理を完全に行うことはほとんど不可能
である。それがため、漏水が発生していてもその
まま放置された状態の水槽が数多くあるのが現状
である。
On the other hand, in the case of water stop repair to fire prevention water tanks attached to buildings such as factories under the jurisdiction of the Fire and Disaster Management Agency, if the fire prevention water tank is to be completely drained, the Fire Service Act requires that a replacement fire prevention water tank be installed. There is a regulation that says it cannot be done until later. Therefore, it would be very expensive to carry out this process, so we try to perform water shutoff repairs by constantly injecting water to maintain the water level. It is almost impossible to do so. As a result, there are currently many aquariums that are left unattended even if they are leaking.

又、例えば、水を大量に使用するパルプ工場等
の場合には、操業上水の供給を停止させることは
できないから、上記防火水槽と同様に排水を行わ
ないで止水補修を行う必要があり、上記止水補修
の工法では全く止水は不可能であつた。
In addition, for example, in the case of a pulp mill that uses a large amount of water, it is not possible to stop the supply of water for operation, so it is necessary to perform water shutoff repairs without draining water, as in the case of the fire prevention water tank mentioned above. However, it was impossible to stop the water at all using the water stop repair method described above.

そこで、この発明は、上述した問題点等に鑑
み、建築物の防火水槽、灌漑用水路、或いはその
他水設備等の常時水が貯水され供給されている部
位の水面下内面に発生したクラツク、或いは継ぎ
目部分の漏水隙間を、水を抜かない状態で目止め
して止水修理できるようにすることを課題として
創出されたものである。
Therefore, in view of the above-mentioned problems, the present invention aims to solve the problem of cracks or seams that occur on the inner surface below the water surface of parts such as fire prevention water tanks of buildings, irrigation canals, or other water facilities where water is constantly stored and supplied. It was created with the goal of making it possible to repair water leaks by sealing them without draining water.

(問題点を解決するための手段) この発明は、建築物の防火水槽、灌漑用水路、
或いはその他水設備等の常時水が貯水供給されて
いる部位の水面下内面において、この内面に発生
したクラツク、或いは継ぎ目部分の隙間に、水が
貯水供給されている状態で、エポキシ樹脂とアミ
ン硬化剤とを主成分とする水中においても塗布硬
化可能な樹脂接着剤を塗布或いは充填して目止め
し、そのアミン基による水分子との置換によりこ
の水分子の膜と入れ替るようにして間隙内部の水
分を追い出して硬化させ止水することにより、上
述した問題点を解決するものである。
(Means for Solving the Problems) This invention provides fire protection water tanks for buildings, irrigation canals,
Or, on the inner surface below the water surface of a part such as water equipment where water is constantly stored and supplied, cracks that occur on this inner surface or gaps between joints are used to cure epoxy resin and amine while water is stored and supplied. A resin adhesive that can be applied and cured even in water and whose main component is a resin adhesive is applied or filled to seal the gap, and the amine group replaces the water molecules, replacing the film of water molecules inside the gap. The above-mentioned problems are solved by expelling the water content and curing the material to stop water.

(作用) この発明にかかる不断水止水工法は、建築物の
防火水槽、灌漑用水路、或いはその他水設備等の
常時水が貯水供給されている部位の水面下内面に
おいて、この内面に発生したクラツク、或いは継
ぎ目部分の隙間に、水が貯水供給されている状態
で、エポキシ樹脂とアミン硬化剤とを主成分とす
る水中においても塗布硬化可能な樹脂接着剤を塗
布或いは充填する。そうすることで目止めを行
い、その後、この樹脂接着剤が硬化することクラ
ツク、或いは継ぎ目部分の隙間は完全に止水され
るものである。
(Function) The uninterrupted water stop construction method according to the present invention prevents cracks occurring on the inner surface of a fire prevention water tank, irrigation canal, or other water facility under the water surface of a part where water is constantly stored and supplied. Alternatively, while water is stored and supplied to the gap between the joints, a resin adhesive containing an epoxy resin and an amine curing agent as main components and which can be applied and cured even in water is applied or filled. By doing so, the seal is sealed, and after that, when the resin adhesive hardens, the cracks or gaps in the seam are completely water-tight.

その時に、エポキシ樹脂とアミン硬化剤とを主
成分とする水中においても塗布硬化可能な樹脂接
着剤は、そのアミン基による水分子との置換によ
りこの水分子の膜と入れ替るようにして隙間内部
の水分を追い出して硬化する作用を呈する。
At that time, the resin adhesive, which is mainly composed of an epoxy resin and an amine curing agent and can be applied and cured even in water, is inserted into the gap by replacing the water molecules with the amine groups and replacing the film of water molecules. It has the effect of hardening by expelling moisture.

その結果、隙間内部に水分が存在しても追い出
してしまうので、隙間は完全に止水された状態と
なる。
As a result, even if moisture exists inside the gap, it is expelled and the gap becomes completely water-tight.

(実施例) 以下、図面を参照してこの発明の一実施例を説
明すると次の通りである。
(Embodiment) An embodiment of the present invention will be described below with reference to the drawings.

すなわち、図に示す符号1は灌漑用水路であ
り、この灌漑用水路1のコンクリート構築体1a
に発生したクラツク3を止水する工程でこの発明
に係る不断水止水工法を説明する。
That is, the reference numeral 1 shown in the figure is an irrigation canal, and the concrete structure 1a of this irrigation canal 1 is
The uninterrupted water shutoff method according to the present invention will be explained with reference to the process of shutting off the water to the crack 3 that occurred in the above.

先ず、灌漑用水路1内を流れている水4はその
まま流している状態でその水4に水中作業者5が
潜水し、第1図に示すように、灌漑用水路1のコ
ンクリート構築体1a表面に付着しているヘドロ
或いは沈澱物の如き付着物2を除去する(この場
合、特に水槽の場合の沈澱ヘドロは別途除去す
る) 次に、第2図に示すように、コンクリート構築
体1aに発生しているクラツク3の周囲の表面を
携帯研磨装置6によつてサンダー処理する。更
に、第3図に示すように、この携帯研磨装置6に
よつてクラツク3の入口をVカツトしてこの後の
工程である樹脂接着剤7の塗布、或いは充填を容
易に行い易いようにする。
First, an underwater worker 5 dives into the water 4 flowing in the irrigation canal 1 while it continues to flow, and as shown in FIG. 1, water adheres to the surface of the concrete structure 1a of the irrigation canal 1. (In this case, especially in the case of an aquarium, the deposits 2 such as sludge or sediment are removed separately.) Next, as shown in FIG. The surface around the crack 3 is sanded using a portable polishing device 6. Furthermore, as shown in FIG. 3, the entrance of the crack 3 is V-cut using the portable polishing device 6 to facilitate the subsequent process of applying or filling the resin adhesive 7. .

そして、次に、第4図に示すように、このよう
に前処理されたクラツク3に、水が入つている状
態で、水中においても塗布硬化可能な樹脂接着剤
7樹脂パテを塗布或いは充填してそのクラツク3
の目止めを行い、第5図に示すように、この樹脂
接着剤7を硬化させて止水工程を完了するもので
ある。
Next, as shown in Fig. 4, the crack 3 pretreated in this way is coated with or filled with resin putty 7, which can be applied and cured even in water, while it is still in water. Teso crack 3
The resin adhesive 7 is then cured to complete the water stop process, as shown in FIG.

ここで使用する水中においても塗布硬化可能な
樹脂接着剤7は、アクアタポキシ(American
Chemical Corp.製)なるものであり、このアク
アポキシは、エポキシ樹脂とアミン硬化剤とを主
成分として形成されており、この二つの材料を特
殊な方法により合成し、ポリマーの表面張力を引
出すと共に水に対する非溶解性を保持させ、しか
も、鉄やコンクリート等の被塗布材に対する界面
張力を水の前記被塗布材に対する界面張力よりも
大きくすると共に、被塗布材の表面に薄い水分子
の膜があつてもアミン基による水分子との置換に
よりこの水分子の膜と入れ替るようにし、それに
よりクラツク3内部に存在する水を追い出す作用
を呈し、強い吸引接着力によつて塗布できるよう
にして被塗布材が水の中にあつても直接被塗布材
に塗布硬化可能にし、しかも、硬化後は25%の弾
性を保持しクラツクや目地の動きにも追髄させる
ことができるよう形成されているものである。
The resin adhesive 7 used here, which can be applied and cured even in water, is Aquatapoxy (American
(manufactured by Chemical Corp.), and this aquapoxy is mainly composed of epoxy resin and amine curing agent.These two materials are synthesized using a special method to bring out the surface tension of the polymer and to absorb water. In addition, the interfacial tension with respect to the material to be coated, such as iron or concrete, is greater than the interfacial tension of water with the material to be coated, and a thin film of water molecules is formed on the surface of the material to be coated. However, the film of water molecules is replaced by the amine group, which acts to expel the water existing inside the crack 3, and makes it possible to apply the coating with a strong suction adhesive force. Even when the coating material is submerged in water, it can be applied directly to the material to be coated and cured. Furthermore, after curing, it retains 25% elasticity and is designed to be able to handle cracks and joint movement. It is something.

このようにした止水工程は、水中で作業するこ
とが可能となるから、いちいち灌漑用水路1の水
を止める必要がなく大掛かりな事前準備をしなく
とも、いとも簡単に、且つ確実な止水を行うこと
ができるものである。
Since this water shutoff process can be carried out underwater, there is no need to shut off the water in the irrigation canal 1 every time, and there is no need to make extensive preparations in advance. It is something that can be done.

一方、この様な止水工程は、図示しないが、そ
の他の水路、或いは建築物の防火水槽、或いはそ
の他水設備等の常時水が供給されている部位の水
面下内面に発生したクラツクや継ぎ目部分の隙間
を目止めして止水するのにも最適であり、その工
程は、前述した実施例と略同様の工程で、そのク
ラツク、或いは、継ぎ目部分の隙間等に前記樹脂
接着剤7を塗布或いは充填して硬化させることで
止水を行うものである。
On the other hand, although not shown in the drawings, this water stopping process can be used to prevent cracks or seams that occur on the inner surface of water in areas that are constantly supplied with water, such as other waterways, fire prevention water tanks in buildings, or other water equipment. The resin adhesive 7 is also ideal for sealing the cracks and sealing off water, and the process is almost the same as the above-mentioned example, and the resin adhesive 7 is applied to the cracks or the gaps between the joints. Alternatively, water can be stopped by filling and curing.

それによつて、代替えとしての予備水槽を設置
しなくとも防火水槽の水漏れを容易に修理するこ
とが可能になつたり、或いは、その他水設備等の
水を抜かずに、水を使用している状態のまま水漏
れ修理を容易に行うことができ、止水修理のコス
トを大幅に削減することが可能となるものであ
る。
This makes it possible to easily repair water leaks in fire prevention water tanks without having to install a backup water tank as a replacement, or to use water without draining water from other water equipment. Water leaks can be easily repaired in the same state, and the cost of water stoppage repairs can be significantly reduced.

尚、前述した実施例においては、付着物2を除
去したり、或いはサンダー処理、或いはVカツト
等の工程を説明したが、それらの工程は、樹脂接
着剤7を塗布、或いは充填を容易にするための前
処理工程であつて、これに限定されることは全く
なく、前処理工程として適当であればどの様な工
程であつてもよいことは言うまでもない。又、そ
の他の各工程にあつても、前述した実施例に限定
されることがないことは言うまでもない。
Incidentally, in the above embodiment, steps such as removing the deposit 2, sanding, V-cutting, etc. were explained, but these steps facilitate the application or filling of the resin adhesive 7. It goes without saying that the pretreatment step is not limited to this, and any suitable pretreatment step may be used as the pretreatment step. Furthermore, it goes without saying that the other steps are not limited to the embodiments described above.

(発明の効果) 上述の如く構成したこの発明は、建築物の防火
水槽、灌漑用水路、或いはその他水設備等の常時
水が貯水供給されている部位の水面下内面におい
て、この内面に発生したクラツク、或いは継ぎ目
部分の隙間に、水が貯水供給されている状態で、
エポキシ樹脂とアミン硬化剤とを主成分とする水
中においても塗布硬化可能な樹脂接着剤を塗布或
いは充填して目止めし、そのアミン基による水分
子との置換によりこの水分子の膜と入れ替るよう
にして隙間内部の水分を追い出して硬化させ止水
することにより、水を抜かずに、水を使用してい
る状態のまま水漏れ修理を容易に行うことができ
るものである。
(Effects of the Invention) The present invention configured as described above is capable of suppressing cracks that occur on the inner surface below the water surface of parts such as fire prevention water tanks of buildings, irrigation canals, or other water facilities where water is constantly stored and supplied. , or with water stored and supplied to the gap between the joints,
A resin adhesive that is mainly composed of an epoxy resin and an amine curing agent and can be applied and hardened even in water is applied or filled to seal the area, and the amine group replaces the water molecule by replacing it with a film of water molecules. By expelling the moisture inside the gap and curing it to stop the water, it is possible to easily repair a water leak while the water is still in use without draining the water.

それによつて、灌漑用水路等の水路の場合、或
いはそれの源であるダム設備の場合であつても、
水を抜いて空の状態にしなくとも、水を利用して
いる状態のまま容易に、止水修理作業を行うこと
ができ、水の利用者への断水通知、水門の閉鎖、
ポンプ等による残水の排出等の非常に大掛りな作
業を全く必要とせず内部に発生したクラツク、或
いはコンクリート打設継ぎ目部分の隙間の止水修
理工程を短時間にて行うことができるものであ
る。
Therefore, even in the case of waterways such as irrigation canals, or dam facilities that are the source of them,
You can easily carry out water shutoff repair work while the water is still being used without draining the water and emptying it. This allows you to notify water users of water outages, close flood gates, etc.
It is possible to repair internal cracks or gaps between concrete pouring joints in a short period of time without the need for very large-scale work such as draining residual water using pumps, etc. be.

従つて、天候による制約を受けることもなく、
どのような時期であつても止水修理作業を行うこ
とができ、作業条件の悪化、或いは、目止め剤の
硬化への悪影響、或いは、気温水温が低いことに
よる通水後の止水確認不能等の不可抗力的要因は
全く発生せず、完全止水修理を容易に行うことが
できるものである。
Therefore, there are no restrictions due to weather,
Water stoppage repair work can be performed at any time, and it is not possible to confirm water stoppage after water flow due to deterioration of working conditions, adverse effect on curing of sealant, or low air and water temperature. Such force majeure factors will not occur at all, and a complete water-stop repair can be easily performed.

更に、消防庁管轄下にある各工場等の建物に付
設されている防火水槽の止水修理の場合等におい
ても、この防火水槽から排水する必要がないか
ら、代替えの防火水槽を設置する必要もなく、従
って、止水修理作業の大幅なコスト削減を図るこ
とができるものである。この効果は、水を大量に
使用するパルプ工場等の場合においても顕著であ
り、従来では全く考えられないほどの止水作業コ
ストの削減を図ることができるのである。
Furthermore, even in the case of water stop repair of fire prevention water tanks attached to buildings such as factories under the jurisdiction of the Fire and Disaster Management Agency, there is no need to drain water from these fire prevention water tanks, so there is no need to install a replacement fire prevention water tank. Therefore, it is possible to significantly reduce the cost of water stop repair work. This effect is remarkable even in pulp mills and the like that use large amounts of water, making it possible to reduce the cost of water stoppage work to an extent that was previously unimaginable.

そして、エポキシ樹脂とアミン硬化剤とを主成
分とする水中においても塗布硬化可能な樹脂接着
剤を塗布或いは充填して目止めし、そのアミン基
による水分子との置換によりこの水分子の膜と入
れ替るようにして隙間内部の水分を追い出して硬
化させようにするから、隙間内部の水はなくなつ
て強力に接着され、目止めを確実に行うことがで
きる。
Then, a resin adhesive that can be applied and cured even in water, which is mainly composed of an epoxy resin and an amine curing agent, is applied or filled to seal the area, and the amine group replaces water molecules, forming a film of water molecules. Since the parts are exchanged to drive out the moisture inside the gap and harden it, the water inside the gap disappears and the adhesive becomes strong, making it possible to securely seal the gap.

このように、この発明によれば、建築物の防火
水槽、灌漑用水路、或いはその他水設備等の常時
水が供給されている部位の水面下内面に発生した
クラツク、或いは継ぎ目部分の隙間を、水を抜か
ない状態で確実且つ強固に目止めして止水修理で
き、それによつて、水を完全に抜かなくては止水
修理が行えなかつた従来の止水工程と比べて大幅
なコストダウンと、確実な止水状態の確保をはか
れるなどの種々の優れた効果を奏する画期的な不
断水止水工法である。
As described above, according to the present invention, it is possible to remove cracks or gaps between joints that occur on the inner surfaces of parts of buildings such as fire prevention water tanks, irrigation canals, or other water equipment that are constantly supplied with water. It is possible to perform water shutoff repairs by reliably and firmly sealing without draining the water, resulting in a significant cost reduction compared to the conventional water shutoff process where water shutoff repairs cannot be performed without completely draining the water. This is an innovative water-stopping construction method that has various excellent effects, such as ensuring reliable water-stopping.

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

図面はこの発明の一実施例を示すもので、第1
図はヘドロや沈澱物の除去状態の要部断面図、第
2図は充填或いは塗布面のサンダー処理状態の要
部斜面図、第3図は充填或いは塗布部分のVカツ
ト状態の要部断面図、第4図は充填或いは塗布状
態の要部断面図、第5図は止水完了時の要部断面
図である。 1……灌漑用水路、1a……コンクリート構築
体、2……付着物、3……クラツク、4……水、
5……水中作業者、6……携帯研磨装置、7……
樹脂接着剤。
The drawings show one embodiment of the invention.
The figure is a cross-sectional view of the main part when sludge and precipitates have been removed, Figure 2 is a slope view of the main part when the filled or coated surface is sanded, and Figure 3 is a cross-sectional view of the main part when the filled or coated part is in a V-cut state. , FIG. 4 is a cross-sectional view of the main part in the filled or applied state, and FIG. 5 is a cross-sectional view of the main part when water stoppage is completed. 1...Irrigation canal, 1a...Concrete structure, 2...Adherence, 3...Crack, 4...Water,
5... Underwater worker, 6... Portable polishing device, 7...
resin adhesive.

Claims (1)

【特許請求の範囲】[Claims] 1 建築物の防火水槽、灌漑用水路、或いはその
他水設備等の常時水が貯水供給されている部位の
水面下内面において、この内面に発生したクラツ
ク、或いは継ぎ目部分の隙間に、水が貯水供給さ
れている状態で、エポキシ樹脂とアミン硬化剤と
を主成分とする水中においても塗布硬化可能な樹
脂接着剤を塗布或いは充填して目止めし、そのア
ミン基による水分子との置換によりこの水分子の
膜と入れ替るようにして隙間内部の水分を追い出
して硬化させ止水することを特徴とした不断水止
水工法。
1. Water is stored and supplied to cracks that occur on the inner surface of a fire prevention water tank, irrigation canal, or other water equipment, or other parts of a building where water is constantly stored and supplied through cracks or gaps between joints. In this state, a resin adhesive that can be applied and cured even in water, which is mainly composed of an epoxy resin and an amine curing agent, is applied or filled to seal the area. This method is characterized by expelling the moisture inside the gap and curing the water by replacing it with the membrane of the membrane.
JP19969388A 1988-08-10 1988-08-10 Water stopping method with no interruption Granted JPH0249857A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19969388A JPH0249857A (en) 1988-08-10 1988-08-10 Water stopping method with no interruption

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19969388A JPH0249857A (en) 1988-08-10 1988-08-10 Water stopping method with no interruption

Publications (2)

Publication Number Publication Date
JPH0249857A JPH0249857A (en) 1990-02-20
JPH0435561B2 true JPH0435561B2 (en) 1992-06-11

Family

ID=16412042

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19969388A Granted JPH0249857A (en) 1988-08-10 1988-08-10 Water stopping method with no interruption

Country Status (1)

Country Link
JP (1) JPH0249857A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5743519A (en) * 1995-05-08 1998-04-28 Chang; Joseph U-turn high capacity sheet feeder for fax machine or printers
DE19781152B4 (en) * 1996-10-22 2005-03-24 OCé PRINTING SYSTEMS GMBH Sheet material conveying device - has at least one roller with grooves in periphery in which at least one guide plate engages
JP4825711B2 (en) * 2007-03-19 2011-11-30 株式会社タツノ化学 Repair method of water shielding sheet made of thermoplastic resin
JP2017198033A (en) * 2016-04-28 2017-11-02 一般社団法人Nb研究所 Filler for gap space in artificial structure and sealing method for gap space in artificial structure
JP2019049166A (en) * 2017-09-12 2019-03-28 信越ポリマー株式会社 Liquid leakage restriction structure and method for constructing liquid leakage restriction structure

Also Published As

Publication number Publication date
JPH0249857A (en) 1990-02-20

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