JPH10176423A - Cut-off method - Google Patents

Cut-off method

Info

Publication number
JPH10176423A
JPH10176423A JP33878396A JP33878396A JPH10176423A JP H10176423 A JPH10176423 A JP H10176423A JP 33878396 A JP33878396 A JP 33878396A JP 33878396 A JP33878396 A JP 33878396A JP H10176423 A JPH10176423 A JP H10176423A
Authority
JP
Japan
Prior art keywords
water
plate
porous sheet
cut
cover
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
JP33878396A
Other languages
Japanese (ja)
Other versions
JP3760012B2 (en
Inventor
Seiji Hamada
征次 濱田
Katsuhiko Kurihara
勝彦 栗原
Kenji Sawada
健司 澤田
Tamiichirou Men
民一郎 面
Toshizo Tada
利三 多田
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.)
ASESU SEKKEI KK
Nitto Chemical Industry Co Ltd
Original Assignee
ASESU SEKKEI KK
Nitto Chemical Industry Co Ltd
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 ASESU SEKKEI KK, Nitto Chemical Industry Co Ltd filed Critical ASESU SEKKEI KK
Priority to JP33878396A priority Critical patent/JP3760012B2/en
Publication of JPH10176423A publication Critical patent/JPH10176423A/en
Application granted granted Critical
Publication of JP3760012B2 publication Critical patent/JP3760012B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To cut off water even when the pressure of leakage water is high and the volume thereof is large, by attaching a porous sheet so as to cover a water leakage position of a building frame and arranging a plate to cover the whole face thereof and fixing it and injecting a hydrophilic polymerization setting type cut-off liquid agent from injection openings formed on the plate to impregnate it therewith. SOLUTION: A plurality of bolts 3 are perpendicularly protruded and fixed to the periphery of the junker part 2 of a waterleakaging side face of a building frame 1 of concrete or the like. A porous sheet 4 connected to the outside face is attached to the building frame 1 so as to cover the junker part 2 and a plate 5 of stainless steel or the like is arranged on the sheet to cover almost the whole face of the porous sheet 4, and nuts are fastened to the bolts 3 to firmly fix the plate 5 to the building frame 1. A hydrophilic polymerization setting type cut-off liquid agent is injected from an injection opening 5a formed on the plate 5 to impregnate the porous sheet therewith. In this way, a sufficient cut-off function is kept and water leakage can be cut-off even when a bleeding channel thereof has been widened or narrowed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stopping water at a water leaking point, and more particularly, to maintaining a sufficient water stoppage even when the water pressure of the water leak is high and the amount of water leaking is large, and furthermore, the water leaking point is enlarged. Another object of the present invention is to provide a water stoppage method that does not cause water leakage even when the water is narrowed.

【0002】[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。
2. Description of the Related Art Conventionally, the following method is known as a method for stopping water leakage from a large crack such as a junk portion formed in a skeleton made of concrete or the like. First, with a plurality of vinyl tubes inserted into the water leaking area, the circumference of these tubes is covered with quick-setting cement so that water leaks out through the tubes.
Next, one of the above-mentioned plurality of tubes is mechanically sealed one after another, and a waterproofing agent is injected under high pressure into an unsealed tube to be instantaneously hardened. And shut off the water.

【0003】[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。
However, the above-mentioned conventional waterproofing method has the following problems. When water is stopped 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 is damaged by the water pressure, and water leakage may occur again. In addition, when the amount of water leakage is extremely large, the above method cannot be applied, and it is practically difficult to stop the water. In addition, when the temperature of the skeleton fluctuates due to temperature changes, the skeleton may expand and contract, and the interval between water leakage points may be expanded or narrowed. As a result, the water stop portion may be damaged, and re-leakage may occur. . The present invention has been made in view of the above circumstances, and has a high water pressure of water leakage, maintains sufficient water stoppage even when the amount of water leakage is large, and prevents water leakage even when the area of the water leakage area is enlarged or narrowed. The purpose is to provide a waterproof construction method that does not occur.

【0004】[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。
SUMMARY OF THE INVENTION The object of the present invention is to apply a porous sheet communicating with the outer surface to a water leakage point of a skeleton so as to cover the water leakage point. The plate body is fixed to the body in a state where the plate body is arranged over the water, and a hydrophilic polymerization-curable liquid waterproofing agent is injected from an injection port provided in the plate body, and impregnated into the porous sheet by a water stopping method. Will be resolved.

【0005】[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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, an example of a water stopping method according to the present invention will be described with reference to FIG. In the figure, reference numeral 1 denotes a skeleton made of concrete or the like, and reference numeral 2 denotes a junker portion of the skeleton 1 which becomes a water leakage point. The junker portion is a portion in which fresh concrete is not sufficiently filled at the time of placing concrete, and a part of the junker remains as an empty space, through which water enters from outside.

【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。
In the method of this example, first, a plurality of bolts 3 are fixed around the junk portion 2 on the side of the water leaking out of the frame 1 so as to project substantially perpendicularly to the wall surface of the frame 1. Next, the porous body sheet 4 is applied to the skeleton 1 so as to cover the junkers 2. This porous body sheet 4
It is made of a porous body communicating with the outer surface. The porous sheet 4 is pressed against the water-stop portion to hold and harden the hydrophilic liquid water-stopping agent therein, and has excellent mechanical strength (compression strength and tensile strength) and elasticity. It is preferable that the material has excellent elasticity, excellent durability, and easily penetrates the hydrophilic liquid waterproofing agent. A foam having an open-cell structure, a fiber mass formed by entanglement of relatively hard fibers, and the like are preferable. Used for

【0007】この多孔質体としては、圧縮強度(JIS
K6401準拠)が5kg/cm 2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。
The porous body has a compressive strength (JIS
 5kg / cm TwoAbove, tensile strength
(Based on JIS K6301) 2kg / cmTwoAbove
Use with a degree (according to JIS K6301) of 50% or more
Is preferred. These values are within the above range
The water pressure of the leak is high, and even when the amount of
The space between the junkers 2 can be increased by the expansion and contraction of the frame 1
Even when it changes, the porous body can follow this change.
This is preferable because re-leakage hardly occurs. Specific of this porous body
Examples include urethane foam, steel wool, etc.
it can. Especially, use urethane foam without cell membrane
Is preferred.

【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、40〜60
mm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。
[0008] The porous sheet 4 is made large enough to completely cover the junker portion 2 and its thickness is appropriately set according to the amount of water leakage and the like.
mm. A plurality of insertion holes 4 a for inserting the bolts 3 are formed in the vicinity of the peripheral portion of the porous sheet 4. Further, the number of the porous body sheets 4 may be one, and about two to ten sheets may be laminated and used.

【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5
a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。
Next, the plate 5 is disposed on the porous sheet 4. The plate 5 is for keeping the porous body sheet 4 in contact with the frame 1, and is preferably made of a highly rigid material such as stainless steel or carbon steel.
The plate 5 has a size to cover almost the entire surface of the porous sheet 4 and preferably has a thickness of 0.5 to 3 cm. At the substantially center of the plate body 5, an injection port 5a for injecting a waterproofing agent is provided.
Are formed. The inner diameter of the inlet 5a is 6 to 51 mm
(1/4 "to 2").
a has a plug 9 through a brushing 7 and a nipple 8.
Can be installed. Plate 5
A plurality of insertion holes 5b for inserting the bolts 3 are formed in the vicinity of the peripheral edge portion.

【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。
Next, a nut or the like is fastened to the bolt 3 to firmly fix the plate 5 to the frame 1. As a result, the porous sheet 4 is strongly pressed against the skeleton 1 and is brought into contact with no gap. At this time, most of the water leaked from the junker portion 2 flows out through the inlet 5a because of low resistance, and the peripheral edge of the porous sheet 4 is strongly pressed against the frame 1 by the plate 5 so that the water leaks out. Therefore, only a small part of the water leaks out from the peripheral portion of the porous sheet 4. In this state, quick-setting cement mortar or the like is applied between the peripheral portion of the plate 5 and the frame 1 to stop water from this portion.

【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1〜150
kg/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。
Next, the liquid waterproofing agent is injected from the injection port 5a of the plate body 5 with an injection pressure of 1 to 150 using a general-purpose injection pump.
It is injected at a rate of kg / cm 2 to impregnate the porous sheet 4. After the injection is completed, the injection port 5a is sealed with, for example, a blind cap. The water-stopping agent is hydrophilic and polymerization-curable, 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 with the polymerization reaction of the above monomer is preferable, for example, a type obtained by adding a polymerization catalyst to a crosslinkable monomer and a vinyl monomer together with water is used,
The vinyl monomer is preferably a hydrophilic vinyl monomer, and examples of the hydrophilic vinyl monomer include (meth) acrylic acid and its metal salts, vinyl acetate, vinyl alcohol, maleic acid and its metal salts, and among these. In this case, metal (meth) acrylate is preferred. As the metal ion forming the metal (meth) acrylate, any metal ion can be used, and for example, a magnesium salt can be preferably used.

【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。
As the crosslinkable monomer, a polyfunctional monomer is used. Among these, polyfunctional (meth) acrylates are preferable, and among such (meth) acrylates, one having relatively high hydrophilicity is preferred. More preferably, a main chain composed of two or more alkylene glycols is provided with (meth) acryloyloxy groups at both ends. Specific examples of such polyfunctional monomers include ethylene glycol di (meth) acrylate, diethylene glycol di Examples include (meth) 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】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。
The crosslinkable monomer and vinyl monomer are
After mixing, the mixture is polymerized for a fixed curing time, and becomes a hydrogel state and is cured. In addition, as a water-stopping agent, it is insoluble in water in a hardened state, has sufficient elasticity, has watertightness, that is, has a property of swelling by absorbing water, and has chemical resistance and bacterial resistance. Heat cycle resistance (-70 ~
(100 ° C.), and excellent in acid resistance and alkalinity are preferably used.

【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。
As the polymerization catalyst used for the water-stopping agent, a redox catalyst is preferably used. As the redox catalyst, for example, those containing ammonium persulfate, potassium persulfate and the like as oxidizing agents and sodium thiosulfate, Rongalite, sodium sulfite, triethanolamine and the like as reducing agents can be used. The amount of the polymerization catalyst to be added is usually 0.1 to 100 parts by weight with respect to 100 parts by weight of the monomer, but 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】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1
0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。
The mixing 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, Amine component 1 in redox catalyst
A mixture of 0% by weight of the A agent and an equal weight mixture of ethylene glycol and water and the B agent of 0.5 to 2% by weight of the peroxide are mixed immediately before use.

【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。
The water-stopping agent separates at least a part of the above components from other components so that the polymerization reaction does not proceed, and mixes them immediately before use. It is used so that it is injected into the porous sheet 4 while it is in an uncured state. The injected water-stopping agent spreads over the entire porous sheet 4 and reaches the surface of the skeleton 1 in contact with the porous sheet 4 and hardens in a state where the junk portion 2 is completely sealed by contacting the surface without any gap. At this time, the water-stopping agent hardens in a state where the water-stopping agent is almost in contact with the frame 1 without being adhered thereto.

【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。
When the water of the junction 2 is stopped according to the above-mentioned method, the water pressure is high and the water can be reliably stopped even when the amount of water leakage is large. That is, when the water pressure of the leak is high, for example, 0.5 kg / cm 2 or more, and the amount of water leak is large, the force in the water leak direction is applied to the porous sheet 4 by the water pressure. Since the plate body 5 having high rigidity is strongly pressed against the skeleton 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 injecting the water stopping agent into the porous body sheet 4 can be easily performed, and the water leakage hardly occurs after the water stopping.

【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。
Further, since the water-stopping agent impregnates the porous sheet 4 having elasticity and compressive elasticity and is not adhered to the skeleton 1, the temperature of the skeleton 1 fluctuates due to a change in temperature and the like. The length fluctuates slightly and Junka part 2
Even when the distance between the two is increased or decreased, the porous sheet 4 and the water stopping agent keep the state in which the jumper portion 2 is sealed without breaking. In addition, since the cured product of the water stopping agent has a property of absorbing water and expanding, it comes into contact with water leakage, swells by absorbing the water leakage, and comes into contact with the frame 1 more densely. Further enhanced.

【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。
In the above water stopping method, a highly rigid plate 5 is arranged on a porous sheet 4 covering the junk portion 2 of the skeleton 1, and the plate 5 is fixed to the skeleton 1. Even when the water pressure is high and the amount of water leakage is large, the porous sheet 4 can be kept in contact with the frame 1 without any gap, the junker portion 2 can be kept in a sealed state, and the water stopping property can be maintained. Further, even when the interval between the junk portions 2 is enlarged or narrowed, the porous sheet 4 keeps the state where the junk portion 2 is sealed, and the water stopping property can be maintained.

【0020】[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。
EXAMPLES The effects of the present invention will be further clarified by showing specific examples. (Example) The waterproofing method of the present invention was applied to water leakage from a junk part of an existing reinforced concrete wall having a length of 20 m, a height of 7 m and a thickness of 40 cm. This wall is
One side is a water storage section, and this side is always in contact with water. At a position corresponding to a water depth of 0.5 m in the water storage section of this wall, there was a junker section having a distance of 100 mm and a length of 20 cm along the length direction, and water leaked constantly from this section.

【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6m
m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。
First, eight bolts were fixed so as to protrude perpendicularly to the wall around the junk portion on the side of leakage seepage of the wall. Next, six urethane foam sheets, each of which is a rectangular porous sheet having a width of 60 cm, a height of 1 m, and a thickness of 10 mm, are prepared and stacked, and the entire junker portion is completely covered on the wall. Guessed. On this foam sheet, width 60cm, height 1m, thickness 6m
A rectangular stainless steel plate was disposed, and the plate was fixed to the wall using the bolts. The plate had an inlet having a diameter of 1/4 "at the center thereof. Then, a quick-setting cement was applied between the peripheral portion of the plate and the wall, and after water was stopped in this portion, the general purpose was used. A water-stopping agent was injected from the above-mentioned inlet at an injection pressure of 20 kg / cm 2 by using an injection pump of the formula (1) to impregnate the entire foam sheet as polyethylene glycol dimethacrylate 25% by weight, magnesium acrylate A consisting of 10% by weight, 55% by weight of water and 10% by weight of triethanolamine
Agent, ethylene glycol 49.5% by weight, water 49.5
B consisting of 1% by weight of ammonium persulfate
The mixture was used immediately before use. After leaving the water stopped according to the above method for one year, it was examined whether or not water leakage had occurred.

【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。
(Comparative Example) Five vinyl tubes were inserted into the junk portion of the wall in the same manner as in the embodiment over the length thereof, and the junk portion was left using quick-setting cement while leaving the tube. After closing one of the tubes, the other was bent and sealed, and then a hardening type waterproofing agent made of urethane resin was injected into the unsealed tube to close the tube. After leaving the water stopped wall for one year, it was examined whether or not water leakage had occurred.

【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。
As a result of the above test, the wall stopped by the method of the comparative example was damaged at the water-stopped portion, and water leakage occurred. On the other hand, the wall stopped by the method of the example: It was found that no water leakage occurred and good water stopping was maintained.

【0024】[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。
As described above, in the water stopping method according to the present invention, the plate is disposed on the porous sheet covering the water leakage point of the frame, and the plate is fixed to the frame. Even when the water pressure of the water leakage is high and the amount of water leakage is large, the porous sheet can be kept in contact with the skeleton without gaps, and the water leakage point can be maintained in a sealed state, and the water stopping property can be maintained. Also, even if the gap between the water leaks is enlarged or narrowed,
It is possible to maintain a state in which the porous sheet seals the water leaking portion and maintain the water stopping property.

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

【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。
FIG. 1 is a cross-sectional view showing a skeleton that has been stopped by an example of a water stopping method according to the present invention.

【符号の説明】[Explanation of symbols]

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
DESCRIPTION OF SYMBOLS 1 ... Body, 2 ... Junker part (water leakage point), 4 ... Porous sheet, 5 ... Plate, 5a ... Injection port

───────────────────────────────────────────────────── フロントページの続き (72)発明者 澤田 健司 神奈川県横浜市鶴見区大黒町10番1号 日 東化学工業株式会社中央研究所内 (72)発明者 面 民一郎 東京都千代田区丸の内一丁目5番1号 日 東化学工業株式会社内 (72)発明者 多田 利三 神奈川県横浜市金沢区能見台3丁目51番1 号 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Kenji Sawada 10-1 Ogurocho, Tsurumi-ku, Yokohama-shi, Kanagawa Prefecture Nichito Kagaku Kogyo Co., Ltd. 5-1 Nitto Chemical Industry Co., Ltd. (72) Inventor Toshizo Tada 3-51-1, Nomidai, Kanazawa-ku, Yokohama-shi, Kanagawa

Claims (1)

【特許請求の範囲】[Claims] 【請求項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。
1. A porous sheet communicating with the outer surface is applied to a water leakage point of a skeleton so as to cover the water leakage point, and a plate covering almost the entire surface of the porous sheet is disposed thereon. A water stopping method comprising fixing a plate to a frame, injecting a hydrophilic polymerization-curable liquid waterproofing agent from an inlet provided in the plate, and impregnating 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 true JPH10176423A (en) 1998-06-30
JP3760012B2 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)

Also Published As

Publication number Publication date
JP3760012B2 (en) 2006-03-29

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