JP3760012B2 - Water stop method - Google Patents

Water stop method Download PDF

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Publication number
JP3760012B2
JP3760012B2 JP33878396A JP33878396A JP3760012B2 JP 3760012 B2 JP3760012 B2 JP 3760012B2 JP 33878396 A JP33878396 A JP 33878396A JP 33878396 A JP33878396 A JP 33878396A JP 3760012 B2 JP3760012 B2 JP 3760012B2
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Japan
Prior art keywords
water
porous sheet
plate body
housing
water leakage
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JP33878396A
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Japanese (ja)
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JPH10176423A (en
Inventor
征次 濱田
勝彦 栗原
健司 澤田
民一郎 面
利三 多田
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Mitsubishi Chemical Corp
Mitsubishi Rayon Co Ltd
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Mitsubishi Chemical Corp
Mitsubishi Rayon Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、漏水箇所を止水する工法に関し、特に漏水の水圧が高く、漏水量が多いときにも十分な止水性を維持し、しかも漏水箇所のみずみちが拡大または狭まった場合でも漏水が起きることがない止水工法を提供することを目的とする。
【0002】
【従来の技術】
従来、コンクリートなどからなる躯体に形成されたジャンカ部分などの大きな亀裂からの漏水を止水する方法としては、次のようなものが知られている。まず、上記漏水箇所に複数のビニールチューブを挿入した状態でこれらチューブの周囲を急結セメントで覆い、漏水が上記チューブを通って流出するようにする。次いで、上記複数のチューブのうち1本を残して他のものを次々と機械的に封止してゆき、未封止チューブ内に高圧で止水剤を注入して瞬時に硬化させてこのチューブを塞ぎ、止水を行う。
【0003】
【発明が解決しようとする課題】
しかしながら、上記従来の止水工法では、次のような問題があった。上記工法によって止水を行った場合には、止水部分の強度が十分でないため、上記漏水の水圧が高いときには、水圧によって止水部分が破損し、再び漏水が起きることがあった。また、漏水量が非常に多いときには、上述の方法を適用することができず、その止水は事実上困難であった。
また気温変化などにより躯体の温度が変動した場合には、躯体が伸縮して漏水箇所の間隔が拡大または狭まることがあり、その結果、止水部分が破損し、再漏水が起きることがあった。
本発明は、上記事情に鑑みてなされたもので、漏水の水圧が高く、漏水量が多いときにも十分な止水性を維持し、かつ漏水箇所のみずみちが拡大または狭まった場合でも漏水が起きることがない止水工法を提供することを目的とする。
【0004】
【課題を解決するための手段】
上記課題は、躯体の漏水箇所に、該漏水箇所を覆うように外表面に連通する多孔質体シートを当て、この上に、多孔質体シートのほぼ全面に亙る板体を配した状態で板体を躯体に止め付け、板体に設けられた注入口より親水性重合硬化型液状止水剤を注入し、上記多孔質体シートに含浸させる止水工法によって解決される。
【0005】
【発明の実施の形態】
以下、図1を参照して本発明の止水工法の一例を説明する。
図中符号1は、コンクリートなどからなる躯体であり、符号2は、この躯体1の漏水箇所となるジャンカ部分である。ジャンカ部分とは、コンクリート打設時に、生コンクリートが十分に充填されずに一部が空所として残った部分であり、この部分を通して外部から水が浸入するものである。
【0006】
この例の方法では、まず、躯体1の漏水出水側面のジャンカ部分2の周囲に、複数のボルト3を躯体1壁面に対しほぼ垂直に突出した状態となるよう固定する。
次に、多孔質体シート4を、躯体1に、ジャンカ部分2を覆うように当てる。この多孔質体シート4は、外表面に連通する多孔質体からなるものである。多孔質体シート4は、止水部分に圧接されて、その中に親水性液状止水剤を保持しそこで硬化させるためのものであり、機械強度(圧縮強度および引張強度)に優れ、伸縮性および圧縮弾性を有し、耐久性に優れ、しかも親水性液状止水剤が容易に浸透するものが好ましく、連続気泡構造の発泡体、比較的硬質の繊維が絡み合ってできた繊維塊等が好適に用いられる。
【0007】
この多孔質体としては、圧縮強度(JIS K6401準拠)が5kg/cm2以上、引張強度(JIS K6301準拠)が2kg/cm2以上、伸度(JIS K6301準拠)が50%以上のものを用いることが好ましい。これらの値が上記範囲内にあると、漏水の水圧が高く、漏水量が多いときでも確実に止水でき、躯体1の伸縮によってジャンカ部分2の間隔が変動したときでも、多孔質体がこの変動に追随できるため再漏水が生じ難いので好ましい。この多孔質体の具体例としては、ウレタン発泡体、スチールウール等を例示できる。中でも特に、セル膜のないウレタン発泡体を用いるのが好ましい。
【0008】
多孔質体シート4は、ジャンカ部分2を完全に覆うことができる十分な大きさとされ、その厚みは、漏水量などに応じて適宜設定されるが、40〜60mmとするのが好適である。多孔質体シート4の周縁部近傍にはボルト3を挿通するための複数の挿通孔4aが形成されている。また多孔質体シート4は、1枚であっても良く、2〜10枚程度としてこれらを積層して用いてもよい。
【0009】
次いで、多孔質体シート4上に、板体5を配置する。板体5は、多孔質体シート4を躯体1に当接した状態に保つためのもので、ステンレス鋼、炭素鋼などの剛性の高い材料からなるものとするのが好ましい。板体5は、多孔質体シート4のほぼ全面を覆う大きさとし、その厚さは、0.5〜3cmとするのが好適である。板体5のほぼ中央には、止水剤注入用の注入口5aが形成されている。注入口5aの内径は、6〜51mm(1/4”〜2”)程度とするのが好ましく、注入口5aには、ブラッシング7、ニップル8を介してプラグ9を取付けることができるようになっている。また板体5の周縁部近傍には、ボルト3を挿通するための複数の挿通孔5bが形成されている。
【0010】
次に、ボルト3にナット等を締め付け、板体5を躯体1に強固に止め付ける。これによって、多孔質体シート4は躯体1に強く押しつけられ、隙間なく当接した状態となる。この際、ジャンカ部分2から浸出する漏水は、抵抗が少ないためその大部分が注入口5aを通して流出し、多孔質体シート4の周縁部は板体5により躯体1に強く押しつけられているため漏水の流出に対する抵抗が高まり、漏水のごく一部のみが多孔質体シート4の周縁部から流出するようになる。この状態で、板体5の周縁部と躯体1との間に急結セメントモルタルなどを塗り込み、この部分を止水する。
【0011】
次いで、板体5の注入口5aから、液状止水剤を、汎用の注入ポンプを用いて注入圧力1〜150kg/cm2で注入し、多孔質体シート4に含浸させる。注入終了後は例えばめくらキャップで注入口5aを封止する。止水剤としては、親水性であり、かつ重合硬化型、即ち1種類以上のモノマーを含み、該モノマーが重合する前の状態では粘度が低く、流動性を有するが、上記モノマーの重合反応にともなって硬化するタイプのものが好適であり、例えば、架橋性モノマーとビニルモノマーに重合触媒を水と共に添加したものが用いられ、ビニルモノマーとしては親水性ビニルモノマーが好ましく、親水性ビニルモノマーの例としては、(メタ)アクリル酸およびその金属塩、酢酸ビニル、ビニルアルコール、マレイン酸及びその金属塩などを例示でき、これらの中では(メタ)アクリル酸金属塩が好ましい。(メタ)アクリル酸金属塩を形成する金属イオンは、どのようなものも用いうるが、例えば、マグネシウム塩を好ましく用いうる。
【0012】
架橋性モノマーとしては多官能性モノマーが用いられ、これらの中では多官能性(メタ)アクリレート類が好ましく、このような(メタ)アクリレートの中でも比較的高い親水性を示すものとして1つ以上のアルキレングリコールからなる主鎖の両末端に(メタ)アクリロイルオキシ基がついたものがより好ましく、このような多官能性モノマーの具体例としては、エチレングリコールジ(メタ)アクリレート、ジエチレングリコールジ(メタ)アクリレート、トリエチレングリコールジ(メタ)アクリレート、ポリエチレングリコールジ(メタ)アクリレート、プロピレングリコールジ(メタ)アクリレート、ジプロピレングリコールジ(メタ)アクリレート、ポリプロピレングリコールジ(メタ)アクリレート等を例示できる。
【0013】
上記架橋性モノマーとビニルモノマーは、混合後、一定の硬化時間で重合し、含水ゲル状態となって硬化する。また止水剤としては、硬化した状態において水に対し不溶であり、かつ十分な伸縮性を有し、水密性、即ち吸水することで膨潤する性質を有し、しかも耐薬品性、耐バクテリア性、耐ヒートサイクル(−70〜100℃)性、および耐酸、アルカリ性に優れたものを用いるのが好ましい。
【0014】
止水剤に用いられる重合触媒としては、レドックス系触媒を用いるのが好ましい。レドックス系触媒としては、例えば酸化剤成分として過硫酸アンモニウム、過硫酸カリウムなどを含み、還元剤成分としてチオ硫酸ナトリウム、ロンガリット、亜硫酸ナトリウム、トリエタノールアミンなどを含むものなどが使用可能である。重合触媒の添加量は、通常、上記モノマー100重量部に対して0.1〜100重量部とされるが、止水剤の硬化時間が5〜60秒となるように上記範囲の中から適宜設定するのが好ましい。
【0015】
上記止水剤における各成分の配合比としては、特に限定されるものではないが、多官能性モノマー12〜24重量%、ビニルモノマー8〜16重量%、水50〜70重量%、レドックス触媒の中のアミン成分10重量%からなるA剤と、エチレングリコールと水の等重量混合物に過酸化物0.5〜2重量%からなるB剤を使用直前に混合したものなどを挙げることができる。
【0016】
止水剤は、上記各成分のうち少なくとも一部を他成分から分離して重合反応が進行しないようにしておき、これらを使用直前に混合し、混合物が、未だ重合反応が進行していない未硬化状態にあるうちに多孔質体シート4への注入を行うようにして使用する。
注入された止水剤は多孔質体シート4全体に行き渡り、多孔質体シート4に接する躯体1の表面に達し、該表面に隙間なく接して完全にジャンカ部分2をシールした状態で硬化する。この際、止水剤は躯体1にほとんど接着することなく接した状態で硬化する。
【0017】
上記方法に従ってジャンカ部分2を止水すると、漏水の水圧が高く、漏水量が多いときでも確実な止水を行なうことができる。即ち、上記漏水の水圧が高圧、例えば0.5kg/cm2以上であり、漏水量も多いときには、水圧によって多孔質体シート4に漏水の出水方向の力が加わるが、多孔質体シート4が高い剛性を有する板体5によって躯体1に強固に押しつけられるので、漏水圧力がここで抑えられ、多孔質体シート4に浸入する水量も減少する。よって、止水剤を多孔質体シート4に注入する操作を容易に行なうことができ、かつ止水した後に再漏水が起きにくくなる。
【0018】
また、止水剤が、伸縮性および圧縮弾性を有する多孔質体シート4に含浸し、かつ躯体1に対し接着していないので、気温変化などによって躯体1の温度が変動し、その長さがわずかに変動してジャンカ部分2の間隔が拡大または狭まった場合でも、多孔質体シート4および止水剤は、破断することなくジャンカ部分2をシールした状態を保つ。
また、止水剤の硬化物は、吸水して膨張する性質を有するため、漏水と接触して、漏水を吸収することによって膨潤し、より一層密に躯体1に接するようになり、止水性がさらに高められる。
【0019】
上記止水工法にあっては、躯体1のジャンカ部分2を覆う多孔質体シート4上に高剛性の板体5を配し、板体5を躯体1に止め付けるので、上記漏水の水圧が高圧であり、漏水量も多い場合でも、多孔質体シート4を躯体1に隙間なく接し、ジャンカ部分2をシールした状態に保ち、止水性を維持することができる。
また、ジャンカ部分2の間隔が拡大または狭まった場合でも、多孔質体シート4がジャンカ部分2をシールした状態を保ち、止水性を維持することができる。
【0020】
【実施例】
以下、具体例を示して本発明の効果をさらに明確にする。
(実施例)
長さ20m、高さ7m、厚さ40cmの鉄筋コンクリート製の既設の壁体のジャンカ部分からの漏水に対して、本発明の止水工法を適用した。この壁体は、一方の側面側が貯水部となってこの面が常時水に接している。この壁体の貯水部の水深0.5mに相当する位置に、長さ方向に沿って間隔100mm、長さ20cmのジャンカ部分があり、この部分から常時漏水が生じていた。
【0021】
まず、この壁体の漏水浸出側面のジャンカ部分周囲に8本のボルトを壁体に対して垂直に突出するように固定した。次いで、幅60cm、高さ1m、厚さ10mmの矩形状の多孔質体シートであるウレタン発泡体シートを6枚用意し、これらを積層した状態とし、壁体上にジャンカ部分全体を完全に覆うように当てた。この発泡体シート上に、幅60cm、高さ1m、厚さ6mmの矩形状のステンレス鋼製の板体を配置し、この板体を上記ボルトを用いて壁体に止め付けた。板体は、その中央に口径1/4”の注入口を有するものとした。次いで、板体周縁部と壁体との間に急結セメントを塗り込み、この部分を止水した後、汎用の注入ポンプを用いて注入圧力20kg/cm2で止水剤を上記注入口から注入し、発泡体シート全体に含浸させた。止水剤としては、ポリエチレングリコールジメタクリレート25重量%、アクリル酸マグネシウム10重量%、水55重量%、およびトリエタノールアミン10重量%からなるA剤と、エチレングリコール49.5重量%、水49.5重量%、および過硫酸アンモニウム1重量%からなるB剤を使用直前に混合したものを用いた。
上記方法に従って止水した壁体を1年間放置した後、漏水が発生したかどうかを調べた。
【0022】
(比較例)
実施例と同様の壁体のジャンカ部分に、その長さ方向に亙って5本のビニールチューブを挿入し、急結セメントを用いて上記チューブを残してジャンカ部分を塞ぎ、上記チューブのうち1本を残して他のものを折り曲げて封止した後、未封止チューブ内に、ウレタン樹脂からなる硬化型止水剤を注入してこのチューブを塞いだ。このようにして止水した壁体を1年間放置した後、漏水が発生したかどうかを調べた。
【0023】
上記試験の結果、比較例の工法によって止水された壁体では、止水部分が破損して、漏水が発生したのに対し、実施例の工法によって止水された壁体では、漏水が生じず、良好な止水性が維持されたことがわかった。
【0024】
【発明の効果】
以上説明したように、本発明の止水工法にあっては、躯体の漏水箇所を覆う多孔質体シート上に板体を配し、板体を躯体に止め付けるので、上記漏水の水圧が高圧であり、漏水量も多い場合でも、多孔質体シートを、躯体に隙間なく接し、漏水箇所をシールした状態に保ち、止水性を維持することができる。
また、漏水箇所のみずみちの間隔が拡大または狭まった場合でも、多孔質体シートが漏水箇所をシールした状態を保ち、止水性を維持することができる。
【図面の簡単な説明】
【図1】 本発明の止水工法の一例によって止水された躯体を示す断面図である。
【符号の説明】
1・・・躯体、2・・・ジャンカ部分(漏水箇所)、4・・・多孔質体シート、5・・・板体、5a・・・注入口
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a construction method for stopping a water leakage point, in particular, maintaining a sufficient water stoppage even when the water pressure of the water leakage is high and the amount of water leakage is large, and even if the water leaks only at the water leakage point, the water leakage does not occur. The purpose is to provide a water stop method that does not occur.
[0002]
[Prior art]
Conventionally, as a method for stopping water leakage from a large crack such as a jumper portion formed in a frame made of concrete or the like, the following methods are known. First, in a state where a plurality of vinyl tubes are inserted into the water leakage location, the periphery of these tubes is covered with quick setting cement so that the water leaks out through the tube. Next, one of the plurality of tubes is left and the others are mechanically sealed one after another, and a water-stopping agent is injected into the unsealed tube at a high pressure and cured instantaneously. And stop the water.
[0003]
[Problems to be solved by the invention]
However, the conventional water stop method has the following problems. When the water stoppage is performed by the above method, the strength of the water stop portion is not sufficient. Therefore, when the water pressure of the water leak is high, the water stop portion may be damaged by the water pressure and the water leak may occur again. Further, when the amount of water leakage is very large, the above-described method cannot be applied, and the water stoppage is practically difficult.
In addition, when the temperature of the enclosure fluctuates due to changes in temperature, etc., the enclosure may expand and contract, causing the interval between leaked points to expand or narrow, resulting in damage to the water stop and re-leakage. .
The present invention has been made in view of the above circumstances, and maintains sufficient water stoppage even when the water leakage pressure is high and the amount of water leakage is large, and water leakage occurs even when the water leakage location is expanded or narrowed. The purpose is to provide a water stop method that does not occur.
[0004]
[Means for Solving the Problems]
The problem is that the porous body sheet communicating with the outer surface so as to cover the water leakage location is applied to the water leakage location of the housing, and the plate body extending over almost the entire surface of the porous material sheet is arranged on the plate. The problem is solved by a water-stop construction method in which the body is fixed to the housing, a hydrophilic polymerization-curing liquid water-stopping agent is injected from an injection port provided in the plate body, and the porous sheet is impregnated.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an example of the water stop construction method of the present invention will be described with reference to FIG.
In the figure, reference numeral 1 denotes a casing made of concrete or the like, and reference numeral 2 denotes a jumper portion that serves as a water leaking portion of the casing 1. The junker portion is a portion where the concrete is not sufficiently filled when the concrete is placed, and a portion remains as a void, and water enters from the outside through this portion.
[0006]
In the method of this example, first, a plurality of bolts 3 are fixed around the junker portion 2 on the side of the leaked water of the housing 1 so as to protrude substantially perpendicularly to the wall surface of the housing 1.
Next, the porous body sheet 4 is applied to the housing 1 so as to cover the jumper portion 2. The porous sheet 4 is made of a porous body that communicates with the outer surface. The porous sheet 4 is pressed against the water-stop portion, holds a hydrophilic liquid water-stop agent therein, and cures there, and has excellent mechanical strength (compressive strength and tensile strength) and stretchability. Also preferred are those that have compression elasticity, excellent durability, and easily penetrated by a hydrophilic liquid waterproofing agent, such as foams with an open cell structure, fiber masses formed by entanglement of relatively hard fibers, etc. Used for.
[0007]
As this porous material, one having a compressive strength (conforming to JIS K6401) of 5 kg / cm 2 or more, a tensile strength (conforming to JIS K6301) of 2 kg / cm 2 or more, and an elongation (conforming to JIS K6301) of 50% or more is used. It is preferable. If these values are within the above range, the water pressure of the water leakage is high and water can be reliably stopped even when the amount of water leakage is large. Even when the interval between the junkers 2 varies due to the expansion and contraction of the housing 1, It is preferable because re-leakage hardly occurs because it can follow the fluctuation. Specific examples of the porous body include urethane foam and steel wool. Among them, it is particularly preferable to use a urethane foam having no cell membrane.
[0008]
The porous sheet 4 is sufficiently large to completely cover the junker portion 2 and its thickness is appropriately set according to the amount of water leakage, but is preferably 40 to 60 mm. A plurality of insertion holes 4 a for inserting the bolts 3 are formed in the vicinity of the peripheral edge of the porous sheet 4. Moreover, the porous body sheet 4 may be one sheet, and may be laminated and used as about 2 to 10 sheets.
[0009]
Next, the plate body 5 is disposed on the porous body sheet 4. The plate body 5 is for keeping the porous sheet 4 in contact with the housing 1 and is preferably made of a material having high rigidity such as stainless steel or carbon steel. The plate body 5 is sized to cover almost the entire surface of the porous sheet 4, and the thickness is preferably 0.5 to 3 cm. An injection port 5 a for injecting a water-stopping agent is formed in the approximate center of the plate body 5. The inner diameter of the injection port 5a is preferably about 6 to 51 mm (1/4 "to 2"), and a plug 9 can be attached to the injection port 5a via a brushing 7 and a nipple 8. ing. A plurality of insertion holes 5 b for inserting the bolts 3 are formed in the vicinity of the peripheral edge of the plate body 5.
[0010]
Next, a nut or the like is fastened to the bolt 3 to firmly fix the plate body 5 to the housing 1. As a result, the porous sheet 4 is strongly pressed against the housing 1 and is in contact with no gap. At this time, the leaked water leaking from the jumper portion 2 has little resistance, so that most of the leaked water flows out through the inlet 5a, and the peripheral edge of the porous body sheet 4 is strongly pressed against the housing 1 by the plate body 5 so that the water leaks. As a result, only a small part of the leaked water flows out from the peripheral edge of the porous sheet 4. In this state, rapid cement mortar or the like is applied between the peripheral edge of the plate body 5 and the housing 1 to stop the water.
[0011]
Next, a liquid water-stopping agent is injected from an injection port 5 a of the plate body 5 at an injection pressure of 1 to 150 kg / cm 2 using a general-purpose injection pump, and impregnated in the porous body sheet 4. After the injection, the injection port 5a is sealed with a blind cap, for example. The water-stopping agent is hydrophilic and is polymerized and cured, that is, contains one or more types of monomers, and has a low viscosity and fluidity before the monomers are polymerized. A type that cures together is suitable. For example, a crosslinkable monomer and a vinyl monomer added with a polymerization catalyst together with water are used, and the vinyl monomer is preferably a hydrophilic vinyl monomer. Examples of hydrophilic vinyl monomers Examples thereof include (meth) acrylic acid and metal salts thereof, vinyl acetate, vinyl alcohol, maleic acid and metal salts thereof, and among these, (meth) acrylic acid metal salts are preferred. Any metal ion forming the (meth) acrylic acid metal salt can be used, but for example, a magnesium salt can be preferably used.
[0012]
As the crosslinkable monomer, a polyfunctional monomer is used, and among these, polyfunctional (meth) acrylates are preferable, and among these (meth) acrylates, one or more are shown as exhibiting relatively high hydrophilicity. Those having (meth) acryloyloxy groups at both ends of the main chain consisting of alkylene glycol are more preferred. Specific examples of such polyfunctional monomers include ethylene glycol di (meth) acrylate and diethylene glycol di (meth). Examples include acrylate, triethylene glycol di (meth) acrylate, polyethylene glycol di (meth) acrylate, propylene glycol di (meth) acrylate, dipropylene glycol di (meth) acrylate, and polypropylene glycol di (meth) acrylate.
[0013]
After mixing, the crosslinkable monomer and the vinyl monomer are polymerized with a certain curing time to be cured into a hydrous gel state. As a water-stop agent, it is insoluble in water in a cured state, has sufficient stretchability, has water tightness, that is, has a property of swelling when absorbed, and has chemical resistance and bacteria resistance. It is preferable to use a material excellent in heat cycle resistance (−70 to 100 ° C.), acid resistance and alkalinity.
[0014]
As the polymerization catalyst used for the water-stopping agent, it is preferable to use a redox catalyst. As the redox catalyst, for example, a catalyst containing ammonium persulfate, potassium persulfate or the like as an oxidant component and sodium thiosulfate, Rongalite, sodium sulfite, triethanolamine or the like as a reducing agent component can be used. The addition amount of the polymerization catalyst is usually 0.1 to 100 parts by weight with respect to 100 parts by weight of the monomer, and is appropriately selected from the above range so that the curing time of the water-stopping agent is 5 to 60 seconds. It is preferable to set.
[0015]
The compounding ratio of each component in the water-stopping agent is not particularly limited, but is 12 to 24% by weight of a polyfunctional monomer, 8 to 16% by weight of a vinyl monomer, 50 to 70% by weight of water, and a redox catalyst. Examples thereof include an agent A consisting of 10% by weight of the amine component, and an agent obtained by mixing a B agent consisting of 0.5 to 2% by weight of peroxide in an equal weight mixture of ethylene glycol and water just before use.
[0016]
The water-stopping agent separates at least a part of each of the above components from the other components so that the polymerization reaction does not proceed, and these are mixed immediately before use, so that the mixture has not yet undergone the polymerization reaction. While being in a cured state, it is used so as to be injected into the porous sheet 4.
The injected water-stopping agent spreads over the entire porous sheet 4 and reaches the surface of the casing 1 in contact with the porous sheet 4, and is cured in a state in which the junker portion 2 is completely sealed by contacting the surface without any gap. At this time, the water-stopping agent is cured in a state where it is in contact with the housing 1 with almost no adhesion.
[0017]
If the junker part 2 is water-stopped according to the above method, water can be reliably stopped even when the water pressure is high and the amount of water leak is large. That is, when the water leakage pressure is high, for example, 0.5 kg / cm 2 or more and the amount of water leakage is large, a force in the direction of water leakage is applied to the porous sheet 4 by the water pressure. Since the plate body 5 having high rigidity is firmly pressed against the housing 1, the water leakage pressure is suppressed here, and the amount of water entering the porous sheet 4 is also reduced. Therefore, the operation of pouring the water-stopping agent into the porous sheet 4 can be easily performed, and re-leakage hardly occurs after the water is stopped.
[0018]
Further, since the water-stopping agent is impregnated into the porous sheet 4 having stretchability and compression elasticity and is not adhered to the casing 1, the temperature of the casing 1 fluctuates due to temperature change or the like, and its length is Even when the gap is slightly changed and the interval between the junker portions 2 is expanded or narrowed, the porous sheet 4 and the water-stopping agent keep the junker portion 2 sealed without breaking.
Further, since the cured product of the water-stopping agent has the property of absorbing water and expanding, it comes into contact with the water leakage and swells by absorbing the water leakage, and comes into contact with the housing 1 more densely. Further enhanced.
[0019]
In the water stop construction method, a highly rigid plate body 5 is disposed on the porous sheet 4 covering the junker portion 2 of the housing 1 and the plate body 5 is fastened to the housing 1. Even when the pressure is high and the amount of water leakage is large, the porous sheet 4 can be kept in contact with the casing 1 without any gaps, the junker portion 2 can be kept sealed, and the water-stopping property can be maintained.
In addition, even when the interval between the junker portions 2 is enlarged or narrowed, the porous sheet 4 can maintain the sealed state of the junker portion 2 and maintain the water-stopping property.
[0020]
【Example】
Hereinafter, specific examples will be shown to further clarify the effects of the present invention.
(Example)
The water stop construction method of the present invention was applied to water leakage from a junker portion of an existing wall body made of reinforced concrete having a length of 20 m, a height of 7 m, and a thickness of 40 cm. In this wall body, one side is a water storage portion, and this surface is always in contact with water. There was a jumper portion with a distance of 100 mm and a length of 20 cm along the length direction at a position corresponding to a water depth of 0.5 m in the water storage portion of this wall, and water leakage occurred constantly from this portion.
[0021]
First, eight bolts were fixed so as to protrude perpendicularly to the wall body around the jumper portion of the leaking side surface of the wall body. Next, six urethane foam sheets, which are rectangular porous sheets having a width of 60 cm, a height of 1 m, and a thickness of 10 mm, are prepared and laminated, and the entire junker portion is completely covered on the wall body. I guessed so. A rectangular stainless steel plate having a width of 60 cm, a height of 1 m, and a thickness of 6 mm was placed on the foam sheet, and the plate was fixed to the wall using the bolts. The plate has an inlet with a diameter of 1/4 "in the center. Next, rapid cement is applied between the peripheral edge of the plate and the wall, and after this portion is stopped, A water-stopping agent was injected from the above-mentioned injection port at an injection pressure of 20 kg / cm 2 and impregnated into the entire foam sheet using 25 wt% polyethylene glycol dimethacrylate, magnesium acrylate. Agent A consisting of 10% by weight, 55% by weight of water and 10% by weight of triethanolamine, and Agent B consisting of 49.5% by weight of ethylene glycol, 49.5% by weight of water and 1% by weight of ammonium persulfate The mixture was used.
After the wall body stopped according to the above method was left for one year, it was examined whether or not water leakage occurred.
[0022]
(Comparative example)
Five vinyl tubes are inserted over the same length of the wall of the junker as in the embodiment, and the junker is closed using the quick-setting cement, leaving the tube. After the book was left and the others were folded and sealed, a curable waterproofing agent made of urethane resin was injected into the unsealed tube to close the tube. After leaving the wall stopped in this way for one year, it was examined whether or not water leakage occurred.
[0023]
As a result of the above test, in the wall body water-stopped by the construction method of the comparative example, the water-stop portion was damaged and water leakage occurred, whereas in the wall body water-stopped by the construction method of the example, water leakage occurred. Thus, it was found that good water-stopping property was maintained.
[0024]
【The invention's effect】
As described above, in the water stop construction method of the present invention, the plate body is disposed on the porous sheet covering the leaked portion of the housing, and the plate body is fastened to the housing. Even when the amount of water leakage is large, the porous body sheet can be kept in contact with the housing without gaps, the water leakage location can be kept sealed, and the water stoppage can be maintained.
In addition, even when the gap between the water leakage points is expanded or narrowed, the porous sheet can keep the water leakage point sealed and maintain the water stoppage.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a housing that has been water-stopped by an example of the water-stop method of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Housing, 2 ... Junker part (water leak location), 4 ... Porous body sheet, 5 ... Plate body, 5a ... Injection port

Claims (1)

躯体の漏水箇所に、該漏水箇所を覆うように外表面に連通する多孔質体シートを当て、この上に、多孔質体シートのほぼ全面に亙る板体を配した状態で板体を躯体に止め付け、板体に設けられた注入口より親水性重合硬化型液状止水剤を注入し、上記多孔質体シートに含浸させることを特徴とする止水工法。A porous sheet that communicates with the outer surface so as to cover the leaked portion is applied to the leaked portion of the casing, and the plate body is placed on the casing in a state in which a plate body that extends over almost the entire surface of the porous sheet is disposed thereon. A waterproofing method, wherein a hydrophilic polymerization curable liquid waterproofing agent is injected from an injection port provided in the plate body and impregnated into the porous sheet.
JP33878396A 1996-12-18 1996-12-18 Water stop method Expired - Fee Related JP3760012B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33878396A JP3760012B2 (en) 1996-12-18 1996-12-18 Water stop method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33878396A JP3760012B2 (en) 1996-12-18 1996-12-18 Water stop method

Publications (2)

Publication Number Publication Date
JPH10176423A JPH10176423A (en) 1998-06-30
JP3760012B2 true JP3760012B2 (en) 2006-03-29

Family

ID=18321434

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33878396A Expired - Fee Related JP3760012B2 (en) 1996-12-18 1996-12-18 Water stop method

Country Status (1)

Country Link
JP (1) JP3760012B2 (en)

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