JP6325870B2 - Water stop method - Google Patents

Water stop method Download PDF

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JP6325870B2
JP6325870B2 JP2014068833A JP2014068833A JP6325870B2 JP 6325870 B2 JP6325870 B2 JP 6325870B2 JP 2014068833 A JP2014068833 A JP 2014068833A JP 2014068833 A JP2014068833 A JP 2014068833A JP 6325870 B2 JP6325870 B2 JP 6325870B2
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water
stopping
curable adhesive
resin powder
absorbent resin
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JP2015189877A (en
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幸子 古橋
幸子 古橋
征巳 宮野
征巳 宮野
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Tokyo Electric Power Co Inc
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本発明は、水の存在下で、人工構造物の漏水箇所を止水する止水方法に関する。詳細には、水を貯留する容器や水槽などの人工構造物の漏水箇所の止水処理を、これらの人工構造物中の水を排出することなく、水が入った状態で簡便、安全かつ効果的に行う止水方法に関する。   The present invention relates to a water stopping method for stopping water leakage of an artificial structure in the presence of water. In detail, water stoppage treatment of water leakage points of artificial structures such as water storage containers and water tanks is simple, safe and effective with water contained without draining water in these artificial structures. It relates to the water stop method to be performed automatically.

漏水の見られる人工構造物内のクラックや空隙の補修などには、従来より、セメントペーストやモルタルなどのグラウト材や、水ガラス、有機系高分子化合物などの止水材が用いられてきた。これらの止水材は、漏水箇所のクラックや空隙の部分に塗布あるいは注入するなどの方法で用いられるが、水を貯留する容器や水槽あるいは排水などを流す床面など、絶えず水と接触する人工構造物の漏水箇所を止水する場合は、貯留水を排出したり、排水の流入を止めて、人工構造物内に水が存在しない状態にしてから止水処理を行うのが一般的である。   Conventionally, grout materials such as cement paste and mortar, and waterstop materials such as water glass and organic polymer compounds have been used for repairing cracks and voids in artificial structures where water leakage is observed. These water-stopping materials are used by methods such as applying or injecting water into cracks and gaps in water leakage points, but artificial surfaces that constantly come into contact with water, such as water storage containers, water tanks, or floor surfaces for drainage etc. In order to stop the water leakage point of a structure, it is common to drain the stored water or stop the inflow of drainage, and make the water stop in the artificial structure before performing the water stop treatment. .

しかしながら、容器や水槽など人工構造物が狭小な場所に設置されているために充分な作業スペースを確保できない場合や、事故や災害などで漏水が生じたため緊急に止水処理を行わねばならない場合など、人工構造物内に貯留された水を排出したり、別の場所へ移すことが困難な状況では、容器や水槽などの人工構造物内に水が貯留された状態で止水処理を行うことが必要となる。また、水が貯留された状態では、確認が困難であるため、漏水箇所が不明確な場合がある。   However, when artificial structures such as containers and water tanks are installed in narrow spaces, sufficient work space cannot be secured, or when water stoppage is urgently required due to an accident or disaster, etc. In situations where it is difficult to discharge the water stored in the artificial structure or move it to another place, the water stop treatment should be performed with the water stored in the artificial structure such as a container or water tank. Is required. In addition, in a state where water is stored, since it is difficult to confirm, the location of water leakage may be unclear.

人工構造物に水が入った状態でグラウト材を使用した場合には、注入したグラウト材が水中に散逸して漏水箇所に充分な量が充填されないことや、充填状態が不均一になり、漏水箇所を完全に塞ぐことができずに充分な止水効果が発揮されないことがある。また、グラウト材中のイオン成分が水に溶解して流出し、硬化後の強度が低下し、やはり十分な止水効果が発揮されない場合もある。   If the grout material is used with water in the artificial structure, the injected grout material will dissipate into the water and the water leakage location will not be filled with sufficient amount, or the filling state will be uneven and the water leakage will be The location may not be completely blocked and a sufficient water stop effect may not be exhibited. In addition, the ionic component in the grout material dissolves in water and flows out, the strength after curing decreases, and a sufficient water stop effect may not be exhibited.

そのため、水中での使用により適するように改良したグラウト材として、例えば、特許文献1には、セメントにフライアッシュと特定の界面活性剤を配合したグラウト材が開示されている。しかしながら、特許文献1に開示されているグラウト材の使用方法は、ホースを用いて圧送するものであり、ホースのみならず圧送用ポンプの設置場所も必要とするので、狭小な場所や事故あるいは災害現場などの人工構造物など充分な広さの作業スペースを確保するのが困難な場合には、安全に作業を実施できない恐れがある。一方、圧送の場合のような大掛かりな装置を用いずに、手作業などで簡便に止水処理を行おうとした場合には、グラウト材はセメントやモルタルを主材とするため比重が大きく重いため作業性に劣るという問題点がある。   Therefore, as a grout material improved so as to be more suitable for use in water, for example, Patent Document 1 discloses a grout material in which fly ash and a specific surfactant are blended in cement. However, the method of using the grout material disclosed in Patent Document 1 is a method of pumping using a hose, and not only a hose but also a place for installing a pump for pumping is required. When it is difficult to secure a sufficiently large work space such as an artificial structure on the site, there is a risk that the work cannot be performed safely. On the other hand, when trying to perform a water-stop treatment simply by hand, etc. without using a large-scale device as in the case of pumping, the specific gravity is large and heavy because the grout material is mainly cement or mortar. There is a problem that workability is inferior.

また、硬化後は全体が一つの塊となるが、グラウト材の硬化物は硬くて丈夫なため、小さく裁断して取り除くことは難しく、止水処理のやり直しや一時的に止水する目的での使用は困難であるといった課題もある。   In addition, after curing, the whole becomes one lump, but the cured product of grout material is hard and strong, so it is difficult to remove it by cutting it small, for the purpose of redoing the water stop treatment or temporarily stopping water There is also a problem that it is difficult to use.

有機系高分子化合物からなる止水材で、水の存在下でも徐々に硬化する、いわゆる水中硬化型の止水材が知られており、架橋反応を起こすモノマーやオリゴマーからなる主剤と架橋剤からなる硬化剤の2種類の材料を、止水作業の直前に混ぜ合わせる2液型のものが一般的に用いられている。こうした2液型の止水材として、例えば、特許文献2には、アミノ化合物から選ばれた硬化促進剤と比重が1以上の金属塩水溶液からなるA液と、ジイソシアネートトと2官能性ポリアルキレングリコールを反応させたウレタンプレポリマーを含有するB液との2液から構成された止水材が開示されている。   A water-stopping material composed of organic polymer compounds, which is known as an underwater-curing water-stopping material that gradually cures even in the presence of water, is known from monomers and oligomers that cause a crosslinking reaction and a crosslinking agent. A two-component type is generally used in which two kinds of curing agent materials are mixed just before water stop work. As such a two-part water-stopping material, for example, Patent Document 2 discloses a liquid A comprising a curing accelerator selected from amino compounds and a metal salt aqueous solution having a specific gravity of 1 or more, a diisocyanate, and a bifunctional polyalkylene. A water-stopping material composed of two liquids with a liquid B containing a urethane prepolymer reacted with glycol is disclosed.

特許文献2に記載されているような、有機系高分子化合物からなる止水材は、グラウト材に比べれば比重が小さく軽いため作業性の面では良好である。しかしながら、高分子化合物は架橋反応の進行とともに収縮する場合があり、硬化が完了した時点で、クラックや空隙などの漏水箇所が硬化物で完全に埋められた状態とならず隙間が生じ、経時とともに再び漏水が発生する恐れがある。また、硬化反応後に形成される硬化物は、簡単に裁断できるほど柔らかくはないので、やはり止水処理のやり直しや一時的に止水する目的での使用は困難であるといった課題もある。   A water-stopping material made of an organic polymer compound as described in Patent Document 2 is good in terms of workability because it has a smaller specific gravity and lighter than a grout material. However, the polymer compound may shrink with the progress of the cross-linking reaction, and at the time when the curing is completed, the leaked portion such as cracks and voids is not completely filled with the cured product, and a gap is formed. There is a risk of water leakage again. Moreover, since the hardened | cured material formed after hardening reaction is not so soft that it can cut | judge easily, there also exists a subject that the use for the purpose of redoing a water stop process again or temporarily stopping water is also difficult.

特開2008−037727号公報JP 2008-037727 A 特開平7−097566号公報JP-A-7-097566

本発明は、水を貯留する容器や水槽などの人工構造物の止水処理を、これらの人工構造物に水が入った状態で、簡便で安全に、かつ効果的に行うことができる止水方法を提供するものである。とりわけ、水を貯留する容器や水槽などの人工構造物が、狭小な場所に設置されている場合や、事故や災害などのために、充分な作業スペースを確保することができず、人工構造物中に貯留された水を排出し、あるいは別の場所へ移すことが困難な場合であっても、容器や水槽などの人工構造物内に水が入った状態で、しかも漏水箇所が不明確な場合でも、簡便で安全に、かつ効果的に止水処理を実施することができる止水方法を提供することを目的とする。   The present invention provides a water stop treatment that can easily, safely, and effectively perform a water stop treatment of artificial structures such as containers and water tanks for storing water in a state where water enters these artificial structures. A method is provided. In particular, when artificial structures such as water storage containers and water tanks are installed in narrow spaces, or due to accidents or disasters, sufficient work space cannot be secured, and artificial structures Even if it is difficult to discharge the water stored in the tank or move it to another place, the water leaks in an artificial structure such as a container or aquarium, and the location of the leak is unclear. Even in such a case, it is an object to provide a water stop method capable of performing a water stop treatment in a simple, safe and effective manner.

上記課題を解決するため、本発明者等は鋭意検討し、2液型の水中硬化型接着剤と吸水性樹脂とを用いることで、水の存在下で簡便で安全に、かつ効果的に漏水箇所を止水できることを見出し、本発明に到達した。   In order to solve the above-mentioned problems, the present inventors diligently studied, and by using a two-component underwater curable adhesive and a water-absorbing resin, water leakage can be easily, safely and effectively in the presence of water. The present inventors have found that the water can be stopped at the point and have reached the present invention.

すなわち、本発明は以下の通りである。
(1)水を貯留する人工構造物の漏水箇所を、水が入った状態で止水する止水方法であって、吸水性樹脂粉末と、2液型の水中硬化型接着剤の主剤と硬化剤とを混合して止水材を調製した後、該止水材を人工構造物の漏水箇所に投入し、該2液型の水中硬化型接着剤と水で膨潤させた該吸水性樹脂粉末とを一体化した状態で水中で硬化させることにより、漏水箇所を止水することを特徴とする止水方法。
(2)前記人工構造物の漏水箇所に流れ込む流路の上流に前記止水材を流し込み、該止水材を前記人工構造物の漏水箇所に投入する、前記(1)に記載の止水方法。
(3)前記人工構造物の漏水箇所が不明な場合にあっては、漏水が予想される箇所に前記止水材を投入する、前記(1)または(2)に記載の止水方法。
(4)止水材を構成する2液型の水中硬化型接着剤の主剤と硬化剤の合計量と、吸水性樹脂粉末との比率が、重量比で、15:1〜50:1の範囲である、前記(1)〜(3)のいずれかに記載の止水方法。
(5)2液型の水中硬化型接着剤の主剤を構成するベース樹脂が、エポキシ樹脂である、前記(1)〜(4)のいずれかに記載の止水方法。
(6)吸水性樹脂粉末が、架橋ポリアクリル酸ナトリウムである、前記(1)〜(5)のいずれかに記載の止水方法。
That is, the present invention is as follows.
(1) A water-stopping method for stopping water leakage in an artificial structure that stores water in a state where water is contained, the water-absorbing resin powder, and the main component and curing of a two-component underwater curable adhesive The water-absorbent resin powder is prepared by mixing a water-repellent agent with a water-repellent agent and then pouring the water-stopper material into a leaking portion of an artificial structure and swollen with the two-component underwater curable adhesive and water. Water-stopping method characterized in that water leakage is stopped by curing in water in an integrated state.
(2) The water stop method according to (1), wherein the water stop material is poured upstream of a flow path flowing into the water leak point of the artificial structure, and the water stop material is poured into the water leak point of the artificial structure. .
(3) The water stop method according to (1) or (2), in which, when the water leak location of the artificial structure is unknown, the water stop material is introduced into a location where water leak is expected.
(4) The ratio of the total amount of the main component and the curing agent of the two-component underwater curable adhesive constituting the water-stopping material and the water-absorbent resin powder is in the range of 15: 1 to 50: 1 by weight ratio. The water stopping method according to any one of the above (1) to (3).
(5) The water stopping method according to any one of (1) to (4), wherein the base resin constituting the main component of the two-component underwater curable adhesive is an epoxy resin.
(6) The water stopping method according to any one of (1) to (5), wherein the water-absorbent resin powder is crosslinked sodium polyacrylate.

本発明の止水方法では、止水材として、吸水性樹脂粉末と2液型の水中硬化型接着剤とを混合して止水材を調製し、調製した止水材を水中に投入するという簡便な操作で漏水箇所を止水することができる。また、止水箇所が不明な場合でも、漏水が予想される箇所に投入するだけでよい。   In the water-stopping method of the present invention, as the water-stopping material, a water-stopping material is prepared by mixing a water-absorbing resin powder and a two-component underwater curable adhesive, and the prepared water-stopping material is poured into water. Water leakage can be stopped with a simple operation. Moreover, even if the water stop location is unknown, it is only necessary to put it in a location where water leakage is expected.

水中に投入された止水材は、2液型の水中硬化型接着剤を構成する主剤と硬化剤の反応がゆっくりと進行するので、吸水性樹脂粉末による水の吸収が先行して起こり、止水材全体が膨潤し体積が増大する。したがって、漏水箇所のクラックや空隙の中へ浸入した止水材が膨潤することにより、クラックや空隙は該組成物で完全に埋められた状態となる。その後2液型の水中硬化型接着剤が硬化し、漏水箇所のクラックや空隙は、水中硬化型接着剤と吸水性樹脂とが一体化した硬化物で完全に充填されることとなるので、効果的に止水することができる。   The water-stopping material thrown into the water causes the water-absorbing resin powder to absorb water first because the reaction between the main agent and the curing agent constituting the two-component underwater-curing adhesive proceeds slowly. The whole water material swells and the volume increases. Therefore, the water-stopping material that has entered the cracks and gaps in the water leakage portion swells, so that the cracks and gaps are completely filled with the composition. After that, the two-component underwater curable adhesive is cured, and the cracks and voids at the water leakage location are completely filled with a cured product in which the underwater curable adhesive and the water absorbent resin are integrated. Can be stopped.

すなわち、本発明の止水方法によれば、有機系高分子化合物の主剤と硬化剤からなる2液型の水中硬化型接着剤の利点である、主剤および硬化剤が液状であるため混合が容易であることや、グラウト材に比べると軽くて扱い易いので作業性に優れるといった利点を保持しつつ、止水効果を高めることができる。   That is, according to the water stopping method of the present invention, mixing is easy because the main agent and the curing agent are liquid, which is an advantage of the two-component underwater curing adhesive composed of the main component of the organic polymer compound and the curing agent. In addition, it is lighter and easier to handle than grout materials, so that the water stop effect can be enhanced while maintaining the advantage of excellent workability.

さらに、本発明において、水中に投入された止水材は、全体が一体化した状態で硬化するが、水を吸収して膨潤し体積が増大した吸水性樹脂粉末を2液タイプの水中硬化型接着剤が接着する構造になっている。そのため、止水材から形成される硬化物は、グラウト材や主剤と硬化剤のみから構成される公知の有機系の2液型の水中硬化型接着剤から形成される硬化物と比較すると、柔らかい硬化物となり、簡単に回収することができるので、止水処理終了後の漏水箇所以外の硬化物の除去や再度の止水処理を容易に実施することが可能となる。   Furthermore, in the present invention, the water-stopping material thrown into the water is cured in a state where the whole is integrated, but the water-absorbing resin powder which has absorbed water and swelled to increase its volume is a two-component underwater curing type. It has a structure in which an adhesive is bonded. Therefore, the cured product formed from the waterstop material is softer than a cured product formed from a grout material, a known organic two-component underwater curable adhesive composed only of the main agent and the curing agent. Since it becomes hardened | cured material and can be collect | recovered easily, it becomes possible to implement removal of hardened | cured material other than the water leak location after completion | finish of a water stop treatment, and water stop treatment again.

本発明の止水方法では、止水材は、吸水性樹脂粉末と、2液型の水中硬化型接着剤の主剤と硬化剤とから構成される。吸水性樹脂粉末と2液型の水中硬化型接着剤(以下、「水中硬化型接着剤」と称する。)を混合する方法は、特に限定されるものではない。例えば、1)吸水性樹脂粉末に、水中硬化型接着剤の主剤と硬化剤との混合物を添加し、これらを混合する方法、2)吸水性樹脂粉末に、主剤もしくは硬化剤のうちいずれか一方を添加し混合した後、残りの一方を添加し混合する方法、3)吸水性樹脂粉末に、主剤および硬化剤を分割して添加し混合する方法、あるいは4)水中硬化型接着剤の主剤と硬化剤との混合物に、吸水性樹脂粉末を添加し、これらを混合する方法などがある。   In the water-stopping method of the present invention, the water-stopping material is composed of a water-absorbent resin powder, a main component of a two-component underwater curable adhesive, and a curing agent. The method of mixing the water-absorbent resin powder and the two-component underwater curable adhesive (hereinafter referred to as “underwater curable adhesive”) is not particularly limited. For example, 1) a method of adding a mixture of an underwater curable adhesive main agent and a curing agent to the water absorbent resin powder and mixing them, and 2) either the main agent or the curing agent to the water absorbent resin powder. 3) A method in which the remaining one is added and mixed, 3) A method in which the main agent and the curing agent are added separately to the water-absorbent resin powder, and 4) A method in which the main component of the underwater curable adhesive is mixed. There is a method of adding a water-absorbent resin powder to a mixture with a curing agent and mixing them.

なかでも、水中硬化型接着剤の主剤と硬化剤とを予め混合した混合物を、吸水性樹脂粉末に添加した後、これらを速やかに混合する方法が好ましい。前記混合物の添加は、一括添加あるいは分割添加のどちらもよい。水中硬化型接着剤の主剤と硬化剤をできるだけ均一に混合することで、より均一性の高い硬化膜を形成することができる。   Especially, the method of mixing these rapidly after adding the mixture which mixed the main ingredient and hardening | curing agent of the underwater hardening type adhesive agent beforehand to a water absorbent resin powder is preferable. The addition of the mixture may be either batch addition or divided addition. A highly uniform cured film can be formed by mixing the main component of the underwater curable adhesive and the curing agent as uniformly as possible.

水中硬化型接着剤と吸水性樹脂粉末の比率は、使用する水中硬化型接着剤および吸水性樹脂粉末の種類によって異なるため、特に限定されるものではないが、重量比で、15:1〜50:1の範囲が好ましく、より好ましくは20:1〜40:1の範囲である。吸水性樹脂粉末の比率が前記の範囲に満たない場合には、吸水性樹脂粉末が水を吸収して膨潤する効果が乏しいために、漏水箇所のクラックや空隙に侵入した止水材がクラックや空隙を密閉する止水効果を発現し難くなる。一方、吸水性樹脂粉末の比率が前記の範囲を超える場合には、吸水性樹脂粉末が水を吸収して膨潤した際に、水中硬化型接着剤の硬化膜の形成を阻害するため硬化膜の形成が不充分となり、止水効果を発現し難くなる。   The ratio of the underwater curable adhesive and the water absorbent resin powder varies depending on the type of the underwater curable adhesive and the water absorbent resin powder to be used, and is not particularly limited, but is 15: 1 to 50 by weight. Is preferably in the range of 20: 1 to 40: 1. When the ratio of the water-absorbent resin powder is less than the above range, the water-absorbent resin powder has a poor effect of absorbing water and swelling, so that the water-stopping material that has entered the cracks or gaps in the water leakage point is It becomes difficult to express the water-stop effect that seals the gap. On the other hand, when the ratio of the water-absorbing resin powder exceeds the above range, when the water-absorbing resin powder swells by absorbing water, the formation of the cured film of the underwater curable adhesive is hindered. Insufficient formation makes it difficult to produce a water stop effect.

水中硬化型接着剤の主剤を構成するベース樹脂としては、エポキシ樹脂、ウレタン樹脂など公知のものを用いることができる。なかでも、水中での硬化反応にバラツキが少ないことからエポキシ樹脂が好ましい。エポキシ樹脂としては、例えば、分子内に2個以上のエポキシ基を有する、ビスフェノールAのジグリシジルエーテル、ビスフェノールFのジグリシジルエーテル、水添ビスフェノールAのジグリシジルエーテル、ビスフェノール類のアルキレンオキシド付加物のジグリシジルエーテル、フェノールノボラックエポキシ樹脂などを挙げることができる。   As the base resin constituting the main component of the underwater curable adhesive, a known resin such as an epoxy resin or a urethane resin can be used. Among these, an epoxy resin is preferable because there is little variation in the curing reaction in water. Examples of the epoxy resin include diglycidyl ether of bisphenol A, diglycidyl ether of bisphenol F, diglycidyl ether of hydrogenated bisphenol A, and alkylene oxide adducts of bisphenols having two or more epoxy groups in the molecule. Examples thereof include diglycidyl ether and phenol novolac epoxy resin.

水中硬化型接着剤の主剤の形態は特に限定されるものではなく、常温でパテ状でも液状でもよいが、混合容易性の点では液状が好ましい。市販品としては、パテ状のタイプでは、スリーボンドTB2083(スリーボンド社製)、ボンドE380(コニシ社製)などが挙げられ、低粘度タイプでは、エポフィックス冷間埋込樹脂(Struers社製)、シーカデュア53(日本シーカ社製)などが挙げられる。   The form of the main component of the underwater curable adhesive is not particularly limited, and may be putty or liquid at room temperature, but liquid is preferable in terms of ease of mixing. Examples of commercially available products include three bond TB2083 (manufactured by Three Bond Co.) and bond E380 (manufactured by Konishi Co., Ltd.) for putty-like types, and epoch fix cold embedding resin (manufactured by Struers), Sea Cadure, etc. 53 (made by Nippon Seika Co., Ltd.).

水中硬化型接着剤の硬化剤としては、常温でパテ状もしくは液状である、脂肪族アミン類、芳香族アミン類、脂環式アミン類、ポリアミド類、アミン変性ポリアミド類などから選ばれる1種あるいは2種以上の混合物が好ましい。   The curing agent for the underwater curable adhesive may be one selected from aliphatic amines, aromatic amines, alicyclic amines, polyamides, amine-modified polyamides, etc. that are putty-like or liquid at room temperature. A mixture of two or more is preferred.

主剤と硬化剤の比率は、水中硬化型接着剤として通常使用される量で充分であり、主剤のエポキシ樹脂のエポキシ基に対して、アミノ基の活性水素当量が0.5〜2.5当量になるように用いることが好ましい。   The ratio of the main agent and the curing agent is sufficient in the amount usually used as an underwater curable adhesive, and the active hydrogen equivalent of the amino group is 0.5 to 2.5 equivalents relative to the epoxy group of the epoxy resin of the main agent. It is preferable to use so that it becomes.

吸水性樹脂粉末としては、水を吸水して膨潤する樹脂粉末であれば、特に限定されるものではないが、例えば、架橋ポリアクリル酸ナトリウム、デンプンとアクリル酸ナトリウムのグラフト共重合体の架橋物、デンプンとアクリロニトリルのグラフト共重合体のケン化物、架橋ポリアルキレンオキサイドなどが挙げられる。なかでも、吸水量に優れることより架橋ポリアクリル酸ナトリウムが好ましい。   The water-absorbing resin powder is not particularly limited as long as it is a resin powder that swells by absorbing water, but, for example, a crosslinked polyacrylate, a cross-linked product of starch and sodium acrylate graft copolymer. Saponified graft copolymers of starch and acrylonitrile, crosslinked polyalkylene oxides, and the like. Among these, crosslinked sodium polyacrylate is preferable because of its excellent water absorption.

吸水性樹脂粉末は、粒子径が100μm〜1,000μmのものが好ましく、特に100〜500μmの微粉末で構成されているものが好ましい。粒子径が小さすぎる場合は、ダマになるなど、水中硬化型接着剤と均一に混合し難くなり、粒子径が大きすぎる場合は、微細な空隙や孔に入りにくいため、止水効果が低減する傾向がある。500μm以下であれば、吸水して膨潤し体積が増大した吸水性樹脂により水中硬化型接着剤が形成する硬化膜が破壊され難くなるため、止水効果を高めることができる。また、空隙や孔の形状に合わせて大きさを適宜調整してもよい。   The water-absorbent resin powder preferably has a particle size of 100 μm to 1,000 μm, particularly preferably composed of a fine powder of 100 to 500 μm. If the particle size is too small, it becomes difficult to mix uniformly with the underwater curable adhesive, such as lumps. If the particle size is too large, it will be difficult to enter fine voids and holes, thus reducing the water stop effect. Tend. If it is 500 μm or less, the cured film formed by the underwater curable adhesive is less likely to be destroyed by the water-absorbent resin that has absorbed water and swelled and increased in volume, so that the water-stopping effect can be enhanced. Further, the size may be appropriately adjusted in accordance with the shape of the gap or hole.

調製した止水材は、水中硬化型接着剤の硬化が進行して止水効果が発現され難くなるのを防止するため、調製後、速やかに人工構造物の漏水箇所に投入することが望ましいが、硬化剤の種類、量により、硬化時間を調整することができる。   In order to prevent the prepared water-stopping material from becoming hard to express the water-stopping effect due to the progress of the curing of the underwater curable adhesive, it is desirable that the prepared water-stopping material is immediately put into the water leak point of the artificial structure after the preparation. The curing time can be adjusted by the type and amount of the curing agent.

本発明の止水方法において、止水材を水中に投入する形態は、止水材の粘性に応じて適宜選択することができる。例えば、止水材の粘度が比較的低く流動性を有している場合には、水中に流し込む方法で投入することが好ましい。止水材の粘度が高くパテ状を呈するなど流動性を示さない場合は、適当量の止水材を千切り取り、団子状などに成形したものを水中に投入することが好ましい。   In the water stop method of the present invention, the form in which the water stop material is poured into water can be appropriately selected according to the viscosity of the water stop material. For example, when the viscosity of the water-stopping material is relatively low and has fluidity, it is preferable to add it by pouring into water. If the water-stopping material has a high viscosity and does not show fluidity, such as a putty, it is preferable to cut off an appropriate amount of the water-stopping material and form a dumpling into the water.

また止水材を投入する方法は、人工構造物の構造に応じて適宜選択することができる。例えば、漏水箇所が有る容器や水槽などの人工構造物であって、当該人工構造物に水を入れることが可能な流路やパイプなどを備えている人工構造物の場合は、当該流路やパイプの上流に本発明の止水材を流し込むことで、止水材を人工構造物中に投入することができる。その際、流路やパイプに水を流して、水とともに本発明の止水材を人工構造物中に投入してもよい。また、上部に蓋を有する構造の人工構造物で、蓋を開けて作業を行えるスペースを確保できる場合であれば、蓋を開けて、本発明の止水材を投入すればよい。さらに、漏水箇所の上流に止水材を流し込むことにより、流し込んだ止水材が人工構造物の中で拡がる。そのため、漏水箇所が不明(特定が困難)な場合であっても、流し込んだ止水材の一部が、漏水箇所を含む範囲において硬化することによって、漏水箇所を止水することができる。   Moreover, the method of throwing in the water stop material can be appropriately selected according to the structure of the artificial structure. For example, in the case of an artificial structure such as a container or a water tank having a leak point and having a flow path or a pipe that can put water into the artificial structure, the flow path or The water-stopping material of the present invention can be poured into the artificial structure by pouring the water-stopping material of the present invention upstream of the pipe. At that time, water may be allowed to flow through the flow path and the pipe, and the water stop material of the present invention may be put into the artificial structure together with the water. In addition, if the artificial structure having a lid on the upper portion can secure a space for opening the lid, the lid can be opened and the water-stopping material of the present invention can be introduced. Furthermore, by pouring a water-stopping material upstream of the water leakage location, the poured water-stopping material spreads in the artificial structure. Therefore, even if the leak location is unknown (specification is difficult), the leak location can be stopped by curing a part of the poured water stop material in a range including the leak location.

止水材が高粘度で流動性を示さない場合には、適当な流動性を示す状態まで溶剤を添加して止水材を希釈した後、上記の方法にて、水中に流し込むこともできる。希釈に用いる溶剤としては、水中硬化型接着剤の主剤が溶解する溶剤であれば特に限定されず、例えば、トルエン、キシレンなどの芳香族炭化水素などを用いることができる。   In the case where the water-stopping material has a high viscosity and does not exhibit fluidity, the solvent can be diluted to a state that exhibits appropriate fluidity to dilute the water-stopping material, and then poured into water by the above method. The solvent used for dilution is not particularly limited as long as it is a solvent that dissolves the main component of the underwater curable adhesive, and for example, aromatic hydrocarbons such as toluene and xylene can be used.

止水材は、必要に応じて、炭酸カルシウム、タルク、クレー、カーボンブラックなどの充填剤や着色顔料などが添加されてもよい。   The water-stopping material may be added with a filler such as calcium carbonate, talc, clay, carbon black, or a coloring pigment, if necessary.

以下、本発明を、実施例を用いて具体的に説明するが、本発明は以下の実施例にのみ限定されるものではない。   EXAMPLES Hereinafter, although this invention is demonstrated concretely using an Example, this invention is not limited only to a following example.

(実施例1)
2液型水中硬化型接着剤として、エポキシ樹脂系の主剤とポリアミドアミン系の硬化剤からなる商品名「スリーボンドTB2083」(スリーボンド社製)を使用した。
吸水性樹脂として、粒子径500μm程度の市販の粉末状架橋ポリアクリル酸ナトリウム(吸水性樹脂1g当たりの吸水量は350g)を使用した。
2液型水中硬化型接着剤の主剤15gと硬化剤15gを混合した後、吸水性樹脂粉末0.855gに添加して混ぜ合わせ、パテ状の止水材を調製した。
Example 1
As a two-component underwater curable adhesive, a trade name “Three Bond TB 2083” (manufactured by Three Bond Co., Ltd.) comprising an epoxy resin-based main agent and a polyamidoamine-based curing agent was used.
As the water-absorbent resin, commercially available powdered crosslinked sodium polyacrylate having a particle size of about 500 μm (the water absorption amount per 1 g of the water-absorbent resin was 350 g) was used.
After mixing 15 g of the main component of the two-component underwater curable adhesive and 15 g of the curing agent, the mixture was added to 0.855 g of the water-absorbent resin powder and mixed to prepare a putty-like waterstop material.

直径約5cmのアクリル製の筒の下端部に、直径約5mmの穴を開けたゴム栓(高さ約2cm)を挿入し、ゴム栓の穴の下部1cm程度の部分に別のゴム栓を挿入して穴を密閉してから水道水1Lを入れた筒状の容器を準備しておき、前記のパテ状の止水材を全量、水道水中に投入した。止水材は水中を徐々に落下した。
15時間経過後、ゴム栓の穴の下部に挿入したゴム栓を取り外したが、アクリル製の筒の中の水道水の漏出は全く認められず、ゴム栓の穴の部分が濡れることもなかった。さらに水道水を筒の上部から流し込んだが水道水の漏出は認められなかった。また、投入した止水材は、ゴム栓の穴の形状に硬化していた。
Insert a rubber plug (about 2 cm high) with a hole with a diameter of about 5 mm into the lower end of an acrylic cylinder with a diameter of about 5 cm, and insert another rubber plug into the lower portion of the rubber plug about 1 cm. Then, after sealing the hole, a cylindrical container containing 1 L of tap water was prepared, and the entire amount of the putty-like water-stopping material was put into tap water. The waterstop material gradually dropped in the water.
After 15 hours, the rubber plug inserted at the bottom of the rubber plug hole was removed, but no leakage of tap water in the acrylic tube was observed, and the hole portion of the rubber plug did not get wet. . In addition, tap water was poured from the top of the tube, but no leakage of tap water was observed. In addition, the water-stopping material that was input was cured in the shape of the hole of the rubber plug.

(実施例2〜6)
実施例1で使用した2液型水中硬化型接着剤および吸水性樹脂粉末を用い、主剤15gと硬化剤15gを混合した。表1に示すように、添加する吸水性樹脂粉末の量を変えて、実施例1と同様の操作にてパテ状の止水材を調製した。
次いで、実施例1と同様にして、水道水を入れたアクリル製の筒の中にパテ状の止水材を投入し、15時間経過後、ゴム栓の穴の下部に挿入したゴム栓を取り外し、水道水を筒の上部からさらに流し込み漏水の状態を観察し、止水効果を以下の基準に従って判定した。
○;水道水が全く漏れなかった。
△;水道水が滲みだしゴム栓が濡れるのが認められた。
(Examples 2 to 6)
Using the two-component underwater curable adhesive and the water-absorbent resin powder used in Example 1, 15 g of the main agent and 15 g of the curing agent were mixed. As shown in Table 1, a putty-like waterstop material was prepared in the same manner as in Example 1, except that the amount of the water-absorbent resin powder to be added was changed.
Next, in the same manner as in Example 1, a putty-like water-stopping material was put into an acrylic tube containing tap water, and after 15 hours, the rubber plug inserted in the lower part of the rubber plug hole was removed. Further, tap water was poured from the upper part of the cylinder to observe the state of water leakage, and the water stopping effect was determined according to the following criteria.
○: No tap water leaked.
Δ: Tap water started to ooze out and the rubber plug was observed to get wet.

以上の結果を表1にまとめて示す。   The above results are summarized in Table 1.

Figure 0006325870
Figure 0006325870

(実施例7)
2液型水中硬化型接着剤としてスリーボンドTB2083(スリーボンド社製)を使用した。吸水性樹脂として、粒子径500μm程度の市販の粉末状架橋ポリアクリル酸ナトリウム(吸水性樹脂1g当たりの吸水量は350g)を使用した。
2液型水中硬化型接着剤の主剤15gと硬化剤15gを混合した後、吸水性樹脂粉末0.855gに添加して混ぜ合わせ、パテ状の止水材を調製した。
パテ状止水材を、0.7リットルの水道水を入れたアクリル製容器に、全量投入し、15時間放置した。その結果、容器内は止水材で完全に満たされた状態となった。止水材は均一に分散していた。
(Example 7)
ThreeBond TB2083 (manufactured by ThreeBond) was used as a two-component underwater curable adhesive. As the water-absorbent resin, commercially available powdered crosslinked sodium polyacrylate having a particle size of about 500 μm (the water absorption amount per 1 g of the water-absorbent resin was 350 g) was used.
After mixing 15 g of the main component of the two-component underwater curable adhesive and 15 g of the curing agent, the mixture was added to 0.855 g of the water-absorbent resin powder and mixed to prepare a putty-like waterstop material.
All of the putty-like water-stopping material was put into an acrylic container containing 0.7 liters of tap water and left for 15 hours. As a result, the inside of the container was completely filled with the water stop material. The waterstop material was uniformly dispersed.

(実施例8)
低粘度タイプの2液型水中硬化型接着剤として、エポキシ樹脂系の主剤と硬化剤からなる商品名「エポフィックス」(Struers社製)を使用した。吸水性樹脂は、実施例7と同様のものを使用し、実施例7と同様の比率でペースト状止水材を調製した。
ペースト状止水材を、0.7リットルの水道水を入れたアクリル製容器に、全量投入し、15時間放置した。その結果、容器内は止水材で完全に満たされた状態となった。止水材は均一に分散していた。
(Example 8)
As a low-viscosity type two-component underwater curable adhesive, a trade name “Epofix” (manufactured by Struers) consisting of an epoxy resin main agent and a curing agent was used. The same water-absorbing resin as in Example 7 was used, and a pasty water-stopping material was prepared at the same ratio as in Example 7.
The pasted water-stopping material was put in an acrylic container containing 0.7 liters of tap water, and left for 15 hours. As a result, the inside of the container was completely filled with the water stop material. The waterstop material was uniformly dispersed.

(実施例9)
実施例8において、水道水のかわりに人工海水を使用した以外は、実施例8と同様の方法で実験を行った。その結果、投入した止水材の吸水性は低下したが、吸水性樹脂粉末の粒同士が接着していた。
Example 9
In Example 8, an experiment was performed in the same manner as in Example 8 except that artificial seawater was used instead of tap water. As a result, the water-absorbing property of the water-stopping material that was input was lowered, but the water-absorbing resin powder particles were adhered to each other.

本発明の止水方法によれば、水を貯留した状態の容器や水槽などの人工構造物の止水処理を簡便に実施できるので、狭小な場所に設置された人工構造物の止水処理や、事故や災害時の人工構造物の止水処理に好適である。   According to the water stop method of the present invention, since the water stop treatment of an artificial structure such as a container or a water tank in which water is stored can be easily performed, the water stop treatment of an artificial structure installed in a narrow place or It is suitable for water stop treatment of artificial structures in the event of an accident or disaster.

Claims (6)

水を貯留する人工構造物の漏水箇所を、水が入った状態で止水する止水方法であって、吸水性樹脂粉末と、2液型の水中硬化型接着剤の主剤と硬化剤とを混合して止水材を調製した後、該止水材を人工構造物の漏水箇所に投入し、該2液型の水中硬化型接着剤と水で膨潤させた該吸水性樹脂粉末とを一体化した状態で水中で硬化させることにより、漏水箇所を止水することを特徴とする止水方法。   A water stopping method for stopping water leakage of an artificial structure that stores water in a state where water is contained, comprising a water absorbent resin powder, a main component of a two-component underwater curable adhesive, and a curing agent. After preparing the water-stopping material by mixing, the water-stopping material is thrown into the leaked portion of the artificial structure, and the two-component underwater curable adhesive and the water-absorbent resin powder swollen with water are integrated. The water-stopping method is characterized in that the water leakage portion is stopped by curing in water in a state of being converted into water. 前記人工構造物の漏水箇所に流れ込む流路の上流に前記止水材を流し込み、該止水材を前記人工構造物の漏水箇所に投入する、請求項1に記載の止水方法。   The water stop method according to claim 1, wherein the water stop material is poured upstream of a flow path that flows into the water leak location of the artificial structure, and the water stop material is introduced into the water leak location of the artificial structure. 前記人工構造物の漏水箇所が不明な場合にあっては、漏水が予想される箇所に前記止水材を投入する、請求項1または2に記載の止水方法。   3. The water stop method according to claim 1, wherein when the water leak location of the artificial structure is unknown, the water stop material is introduced into a location where water leak is expected. 止水材を構成する2液型の水中硬化型接着剤の主剤と硬化剤の合計量と、吸水性樹脂粉末との比率が、重量比で、15:1〜50:1の範囲である、請求項1〜3のいずれかに記載の止水方法。   The ratio of the total amount of the main component and the curing agent of the two-component underwater curable adhesive constituting the water-stopping material and the water-absorbent resin powder is in the range of 15: 1 to 50: 1 by weight ratio. The water stop method in any one of Claims 1-3. 2液型の水中硬化型接着剤の主剤を構成するベース樹脂が、エポキシ樹脂である、請求項1〜4のいずれかに記載の止水方法。   The water-stopping method according to any one of claims 1 to 4, wherein the base resin constituting the main component of the two-component underwater curable adhesive is an epoxy resin. 吸水性樹脂粉末が、架橋ポリアクリル酸ナトリウムである、請求項1〜5のいずれかに記載の止水方法。   The water-stopping method according to any one of claims 1 to 5, wherein the water-absorbent resin powder is cross-linked sodium polyacrylate.
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