JP2011168665A - Water stop material of structure and water stopping construction method - Google Patents

Water stop material of structure and water stopping construction method Download PDF

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JP2011168665A
JP2011168665A JP2010032491A JP2010032491A JP2011168665A JP 2011168665 A JP2011168665 A JP 2011168665A JP 2010032491 A JP2010032491 A JP 2010032491A JP 2010032491 A JP2010032491 A JP 2010032491A JP 2011168665 A JP2011168665 A JP 2011168665A
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water
weight
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stopping
polyisocyanate compound
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JP5405346B2 (en
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Toru Yamada
亨 山田
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DKS Co Ltd
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Dai Ichi Kogyo Seiyaku Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water stop material which is used for a water stopping construction method for performing water-stopping of a structure by reaction with water in the structure to be cured, reliably blocks a crack and the like, can stop water leakage and having excellent long term durability and high reliability. <P>SOLUTION: The water stopping material contains an organic polyisocyanate compound (A), a tertiary amine catalyst (B), a silicone foam stabilizer (C) and a trialkyl acetyl citrate (D). <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

本発明は、構造物の止水材及び止水工法に関するものであり、より詳細には、土木建築分野において貯水槽、下水管、地下鉄やトンネルなどのコンクリート構造物の目地や亀裂部に充填して漏水を補修するためのグラウト材として用いられる構造物の止水材と、この止水材を用いた構造物の止水工法に関するものである。   The present invention relates to a waterproofing material and a waterproofing method for a structure, and more particularly, in the field of civil engineering and construction, filling joints and cracks in concrete structures such as water storage tanks, sewer pipes, subways and tunnels. The present invention relates to a waterproofing material for a structure used as a grout material for repairing water leakage and a waterproofing method for a structure using the waterproofing material.

コンクリート構造物は、温度や湿度の変化、乾燥収縮、アルカリ骨材反応、あるいは地震などの外力などにより、空隙や亀裂が生じやすく、その部分からの漏水が問題となっている。   In concrete structures, voids and cracks are likely to occur due to changes in temperature and humidity, drying shrinkage, alkali-aggregate reaction, or external forces such as earthquakes.

従来、この種の補修には、水ガラス系、セメント系および水和反応型ウレタンなどの材料が使用されている。しかしながら、これらの材料は耐久性に劣ることから、半永久的な止水効果を得ることは困難であり、再度の補修が必要であった。   Conventionally, materials such as water glass, cement, and hydration type urethane are used for this type of repair. However, since these materials are inferior in durability, it is difficult to obtain a semi-permanent water-stopping effect, and repair is necessary again.

そこで、耐久性に優れる止水剤として、発泡ウレタン型材料が提案されている。特許文献1〜4には、このような発泡ウレタン型材料を用いた止水材が開示されている。しかしながら、これらの材料も、水中に長期間浸漬した場合には、硬化物が収縮することにより止水効果が得られなくなるという問題があった。   Therefore, a urethane foam type material has been proposed as a waterproofing agent having excellent durability. Patent Documents 1 to 4 disclose a waterstop material using such a foamed urethane type material. However, when these materials are also immersed in water for a long period of time, there is a problem that the water-stopping effect cannot be obtained due to shrinkage of the cured product.

特開昭61−196070号公報JP 61-196070 A 特開平1−249883号公報Japanese Patent Laid-Open No. 1-249883 特開2002−302666号公報JP 2002-302666 A 特開2003−003153号公報JP 2003-003153 A

本発明は、上記のような問題点を解決するためになされたものであり、確実に構造物の亀裂などを閉塞し、構造物の漏水を止めることのできる止水材であって、長期耐久性が従来より向上し、よって信頼性の高い止水材を提供することを目的とする。また、この止水材を用いた止水効果の持続性に優れた止水工法を提供することを目的とする   The present invention has been made to solve the above-described problems, and is a water-stop material that can reliably block the cracks of the structure and stop the leakage of the structure, and has a long-term durability. The purpose of the present invention is to provide a highly reliable water-stopping material. Moreover, it aims at providing the water stop construction method excellent in the sustainability of the water stop effect using this water stop material.

本発明の構造物の止水材は、上記の課題を解決するために、有機ポリイソシアネート化合物(A)、3級アミン触媒(B)、シリコーン整泡剤(C)、及びアセチルクエン酸トリアルキル(D)を含有してなるものとする。   In order to solve the above-mentioned problems, the water-stopping material of the structure of the present invention includes an organic polyisocyanate compound (A), a tertiary amine catalyst (B), a silicone foam stabilizer (C), and a trialkyl acetylcitrate. It shall contain (D).

上記止水材は、有機ポリイソシアネート化合物(A)100重量部に対して、3級アミン触媒(B)を0.1〜20重量部、シリコーン整泡剤(C)を0.1〜20重量部、アセチルクエン酸トリアルキル(D)を5〜500重量部の割合でそれぞれ含有することが好ましい。  The waterstop material is 0.1 to 20 parts by weight of the tertiary amine catalyst (B) and 0.1 to 20 parts by weight of the silicone foam stabilizer (C) with respect to 100 parts by weight of the organic polyisocyanate compound (A). Parts, and trialkyl citrate (D) is preferably contained in a proportion of 5 to 500 parts by weight.

本発明の止水方法は、上記した本発明の止水材を構造物の亀裂部又は目地部に注入することからなる方法である。   The water-stopping method of the present invention is a method comprising injecting the water-stopping material of the present invention described above into a crack portion or a joint portion of a structure.

以上よりなる本発明の止水材は、一定量の水と反応して炭酸ガスを発生しながら短時間に硬化して、半硬質発泡ウレタンとなる。そのため、この止水材は、構造物内の水と反応硬化して、構造物の亀裂を確実に閉塞することができ、長期耐久性にも優れるものとなる。   The water-stopping material of the present invention as described above reacts with a certain amount of water and cures in a short time while generating carbon dioxide gas to become semi-rigid foamed urethane. Therefore, this water-stopping material can react and harden with water in the structure, and can reliably block cracks in the structure, and has excellent long-term durability.

かかる止水材を用いる本発明の止水工法によれば、貯水槽、下水管、地下鉄やトンネルなどのコンクリート構造物の目地や亀裂部から漏水しているときに、構造物の亀裂を確実に閉塞し、構造物の漏水を止めることができ、その効果が長期間持続する。   According to the water stop method of the present invention using such a water stop material, when water leaks from joints or cracks of concrete structures such as water storage tanks, sewer pipes, subways and tunnels, the structure is reliably cracked. It can be blocked and water leakage of the structure can be stopped, and the effect lasts for a long time.

上記の目的を達成する本発明の止水材は、上記の通り、有機ポリイソシアネート化合物(A)、3級アミン触媒(B)、シリコーン整泡剤(C)、及びアセチルクエン酸トリアルキル(D)を含有することを特徴とする。   As described above, the water-stopping material of the present invention that achieves the above object includes an organic polyisocyanate compound (A), a tertiary amine catalyst (B), a silicone foam stabilizer (C), and a trialkyl acetylcitrate (D ).

本発明に用いられる有機ポリイソシアネート化合物(A)は特に限定されないが、例としては、ジフェニルメタンジイソシアネートおよびその異性体、ポリメチレンポリフェニルポリイソシアネート(ポリメリックMDI)、トリレンジイソシアネート、クルードトリレンジイソシアネート、キシリレンジイソシアネート、イソホロンジイソシアネート、ナフタレンジイソシアネート、水添ジフェニルメタンジイソシアネート、トリメチレンキシリレンジイソシアネートなどのポリイソシアネートの単独または混合物;またこれらポリイソシアネートのカルボジイミド変性体や、触媒を加えて2量体または3量体としたもの、さらにポリイソシアネートを水や低級モノ〜多価アルコールで変性したアダクト体などのいわゆる変性ポリイソシアネートの単独または混合物などが挙げられる。   The organic polyisocyanate compound (A) used in the present invention is not particularly limited, and examples thereof include diphenylmethane diisocyanate and its isomer, polymethylene polyphenyl polyisocyanate (polymeric MDI), tolylene diisocyanate, crude tolylene diisocyanate, and xylylene. Polyisocyanates such as diisocyanate, isophorone diisocyanate, naphthalene diisocyanate, hydrogenated diphenylmethane diisocyanate, trimethylenexylylene diisocyanate alone or in mixture; carbodiimide modified products of these polyisocyanates, dimers or trimers with addition of a catalyst In addition, so-called modified polyisocyanates such as adducts obtained by modifying polyisocyanates with water or lower mono to polyhydric alcohols. Etc. over as Independent or mixtures thereof.

また上記のほかにも、例えばメタノール、エタノール、プロパノール、ブタノール、オクタノール、ラウリルアルコールなどのモノオール;エチレングリコール、ジエチレングリコール、トリエチレングリコール、プロピレングリコール、ジプロピレングリコール、ブチレングリコール、1,3−ブタンジオール、1,4−ブタンジオール、1,6−ヘキサンジオールなどのジオールやグリセリン、トリメチロールプロパン、ペンタエリスリトールなどのポリオール;そのほかモノエタノールアミン、ジエタノールアミン、トリエタノールアミン、ジグリセリン、ソルビトール、蔗糖などの活性水素含有化合物の単体もしくはこれらの混合物に、エチレンオキシド、プロピレンオキシド、ブチレンオキシド、スチレンオキシドなどのアルキレンオキシドを1種又は2種以上使用し、公知の方法で付加重合して得られるモノオールまたはポリオールと、上記ポリイソシアネートとを、例えばNCO基とOH基との当量比(NCO基/OH基)が1.5〜300の範囲となるように公知の方法で反応させて得られる末端イソシアネート基含有ウレタンプレポリマーも、上記有機ポリイソシアネート化合物(A)として好適に用いることが出来る。   In addition to the above, monools such as methanol, ethanol, propanol, butanol, octanol, lauryl alcohol; ethylene glycol, diethylene glycol, triethylene glycol, propylene glycol, dipropylene glycol, butylene glycol, 1,3-butanediol Diols such as 1,4-butanediol and 1,6-hexanediol and polyols such as glycerin, trimethylolpropane and pentaerythritol; other activities such as monoethanolamine, diethanolamine, triethanolamine, diglycerin, sorbitol and sucrose A hydrogen-containing compound alone or a mixture thereof may be combined with an alkylene such as ethylene oxide, propylene oxide, butylene oxide, or styrene oxide. One or two or more oxides are used, and a monool or polyol obtained by addition polymerization by a known method and the polyisocyanate, for example, an equivalent ratio of NCO group to OH group (NCO group / OH group) Can also be suitably used as the organic polyisocyanate compound (A).

これらのポリイソシアネート成分の中でも、安全衛生面および経済性の点から、取扱い環境温度下での揮発性が極めて小さく、液状でしかも経済性の伴った構成のものである、ポリメリックMDI及びこれを用いた末端イソシアネート基含有ウレタンプレポリマーが好ましい。   Among these polyisocyanate components, from the viewpoints of safety and hygiene and economical efficiency, the polymeric MDI having a very low volatility under the handling environment temperature, a liquid and economical structure, and the use thereof are used. Preferred is a terminal isocyanate group-containing urethane prepolymer.

本発明に用いられる3級アミン触媒(B)は公知のものを特に制限なく用いることができ、例としては、N,N−ジメチルオクチルアミン、N,N−ジメチルラウリルアミン、N,N,N’,N’−テトラメチルヘキサメチレンジアミン、N,N,N’,N’−テトラメチルプロピレンジアミン、N,N,N’,N’−テトラメチルエチレンジアミン、N,N,N’,N’,N’’−ペンタメチルジエチレントリアミン、トリメチルアミノエチルピペラジン、ビス−(ジメチルアミノエチル)エーテル、ヘキサヒドロ−S−トリアジン、2−メチルトリエチレンジアミン、N,N−ジメチルアミノエチルモルホリン、ジメチルアミノプロピルイミダゾール、ヘキサメチルトリエチレンテトラミン、ヘキサメチルトリプロピレンテトラミン、N,N,N−トリス(3−ジメチルアミノプロピル)アミンなどが挙げられ、これらは単独、もしくは2種以上併せて用いることができる。   As the tertiary amine catalyst (B) used in the present invention, a known one can be used without particular limitation. Examples thereof include N, N-dimethyloctylamine, N, N-dimethyllaurylamine, N, N, N. ', N'-tetramethylhexamethylenediamine, N, N, N', N'-tetramethylpropylenediamine, N, N, N ', N'-tetramethylethylenediamine, N, N, N', N ', N ″ -pentamethyldiethylenetriamine, trimethylaminoethylpiperazine, bis- (dimethylaminoethyl) ether, hexahydro-S-triazine, 2-methyltriethylenediamine, N, N-dimethylaminoethylmorpholine, dimethylaminopropylimidazole, hexamethyl Triethylenetetramine, hexamethyltripropylenetetramine, N, , N- tris (3-dimethylaminopropyl) amine and the like, which may be used in combination either alone, or two or more kinds.

3級アミン触媒(B)の配合量は、有機ポリイソシアネート化合物(A)100重量部に対して0.1〜20重量部が好ましく、より好ましくは0.5〜10重量部の範囲内で設定される。0.1部よりも少ない場合には有機ポリイソシアネート化合物(A)と水との発泡硬化反応が進みにくい傾向にあり、20部よりも多い場合には発泡硬化反応が非常に早くなることから、亀裂の細部まで止水材が浸透しなくなる傾向がある上、3級アミン触媒(B)が比較的高価なため、経済性に欠ける。   The blending amount of the tertiary amine catalyst (B) is preferably 0.1 to 20 parts by weight, more preferably 0.5 to 10 parts by weight with respect to 100 parts by weight of the organic polyisocyanate compound (A). Is done. When the amount is less than 0.1 part, the foam curing reaction between the organic polyisocyanate compound (A) and water tends to be difficult to proceed. When the amount is more than 20 parts, the foam curing reaction becomes very fast. There is a tendency that the water-stopping material does not penetrate to the details of the cracks, and the tertiary amine catalyst (B) is relatively expensive, so that it is not economical.

シリコーン整泡剤(C)は、均一なセル構造を持つフォームとするために用いられる。シリコーン整泡剤(C)の例としては、硬質発泡ウレタン樹脂に通常用いられるポリオキシアルキレンジメチルポリシロキサンコポリマーが挙げられる。   The silicone foam stabilizer (C) is used to form a foam having a uniform cell structure. Examples of the silicone foam stabilizer (C) include polyoxyalkylene dimethyl polysiloxane copolymers usually used for rigid foamed urethane resins.

シリコーン整泡剤(C)の配合量は、通常、有機ポリイソシアネート化合物(A)100重量部に対して0.1〜2重量部の範囲内で設定される。   The compounding quantity of a silicone foam stabilizer (C) is normally set in the range of 0.1-2 weight part with respect to 100 weight part of organic polyisocyanate compound (A).

アセチルクエン酸トリアルキル(D)としては、アセチルクエン酸トリプロピル、アセチルクエン酸トリブチル、アセチルクエン酸トリペンチル、アセチルクエン酸トリヘキシルが挙げられる。アセチルクエン酸トリアルキル(D)を用いることにより、止水材と水との相溶性が優れるとともに、硬化物からの有機成分溶出量の低減や硬化物の収縮防止という効果を奏する。これらのうち、アルキル基の炭素数が3〜6であるものが好ましく、アセチルクエン酸トリブチルが特に好ましい。   Examples of the trialkyl acetyl citrate (D) include tripropyl acetyl citrate, tributyl acetyl citrate, tripentyl acetyl citrate, and trihexyl acetyl citrate. By using trialkyl acetyl citrate (D), the compatibility between the water-stopping material and water is excellent, and the effects of reducing the amount of organic components eluted from the cured product and preventing shrinkage of the cured product are exhibited. Among these, the alkyl group having 3 to 6 carbon atoms is preferable, and tributyl acetylcitrate is particularly preferable.

アセチルクエン酸トリアルキル(D)の配合量は、有機ポリイソシアネート化合物(A)100重量部に対して5〜500重量部が好ましく、より好ましくは10〜100重量部の範囲内で設定される。5部よりも少ない場合には有機ポリイソシアネート化合物(A)及び水との相溶化効果が得られにくい傾向にあり、500部よりも多い場合にはウレタン樹脂成分の割合が少なくなり、硬化物強度が低くなるために耐久性が低下する傾向にある。   The blending amount of the trialkyl acetyl citrate (D) is preferably 5 to 500 parts by weight, more preferably 10 to 100 parts by weight with respect to 100 parts by weight of the organic polyisocyanate compound (A). When the amount is less than 5 parts, the effect of compatibilization with the organic polyisocyanate compound (A) and water tends to be difficult to obtain. When the amount is more than 500 parts, the proportion of the urethane resin component decreases, and the cured product strength is reduced. However, the durability tends to decrease due to the decrease in the thickness.

なお、本発明の止水材においては、上記した各成分の他に、必要に応じて、希釈剤、難燃剤、顔料、無機充填剤、架橋剤、カップリング剤等の公知の添加剤を、本発明の目的を損なわない範囲で加えることができる。   In addition, in the waterstop material of the present invention, in addition to the above-described components, known additives such as a diluent, a flame retardant, a pigment, an inorganic filler, a crosslinking agent, and a coupling agent are added as necessary. It can add in the range which does not impair the objective of this invention.

希釈剤は、本発明の止水材を注入に適した粘度にするために用いられ、その例としてはジブチルフタレート、ジオクチルフタレート、ジイソノニルフタレートなどのフタル酸エステル、ジブチルアジペート、ジオクチルアジペート、ジイソノニルアジペート、ビス(2−(2−ブトキシエトキシ)エチル)アジペートなどのアジピン酸エステル、トリ(2−エチルヘキシル)トリメリテートなどのトリメリット酸エステルが挙げられる。これらのうち、環境への影響が少なく、安全性に優れることから、ビス(2−(2−ブトキシエトキシ)エチル)アジペート、トリ(2−エチルヘキシル)トリメリテートが好ましい。   Diluents are used to bring the water-stopping material of the present invention to a viscosity suitable for injection, examples of which include phthalate esters such as dibutyl phthalate, dioctyl phthalate, diisononyl phthalate, dibutyl adipate, dioctyl adipate, diisononyl adipate, Examples thereof include adipic acid esters such as bis (2- (2-butoxyethoxy) ethyl) adipate and trimellitic acid esters such as tri (2-ethylhexyl) trimellitate. Among these, bis (2- (2-butoxyethoxy) ethyl) adipate and tri (2-ethylhexyl) trimellitate are preferable because they have little influence on the environment and are excellent in safety.

本発明の止水工法は、貯水槽、下水管、地下鉄やトンネルなどのコンクリート構造物の亀裂部や目地部から漏水しているとき、又はそのおそれのあるときに、その構造物の亀裂部や目地部に、上記した本発明の止水材を注入するものである。かかる注入は、必要に応じて圧力をかけて行い、公知の圧送ポンプなどを用いて行うことができる。注入された止水材は、構造物内の水と反応硬化して構造物が止水される。また、漏水予防の目的で施工する場合には、対象となる亀裂部や目地部が乾燥していることも想定されるが、その場合には施工対象となる部分に予め注水して湿潤させることにより、止水材が十分に硬化し、所望の効果が得られる。   The water stop construction method of the present invention can be used when water leaks from a cracked part or joint part of a concrete structure such as a water storage tank, a sewer pipe, a subway or a tunnel, or when there is a risk of such leakage. The water-stopping material of the present invention described above is injected into the joint. Such injection can be performed by applying pressure as necessary, and using a known pump or the like. The injected water-stopping material reacts and hardens with water in the structure to stop the structure. In addition, when constructing for the purpose of preventing water leakage, it is also assumed that the target cracks and joints are dry. As a result, the water-stopping material is sufficiently cured and a desired effect is obtained.

以下、実施例により本発明を更に詳細に説明するが、本発明はこれら実施例により限定されるものではない。   EXAMPLES Hereinafter, although an Example demonstrates this invention further in detail, this invention is not limited by these Examples.

<実施例1>
200mLのポリカップに、表1に記載の水を除く原料を、本表に示す割合で混合して止水剤とし、20℃に調整した。これに、20℃に調整した水30重量部を加えて5秒間混合し、発泡させて、下記方法でライズタイム、発泡倍率、外観、体積変化率を測定・評価した。結果を表1に併せ示す。
<Example 1>
The raw material except the water of Table 1 was mixed with the 200 mL polycup in the ratio shown to this table, it was set as the water stop agent, and it adjusted to 20 degreeC. To this, 30 parts by weight of water adjusted to 20 ° C. was added, mixed for 5 seconds, foamed, and the rise time, expansion ratio, appearance, and volume change rate were measured and evaluated by the following methods. The results are also shown in Table 1.

<実施例2〜7、比較例1〜2>
表1に記載の原料および配合量を用いた以外は、実施例1と同様にして発泡させて、評価を行った。結果を表1に示す。なお、表1に示す原料の詳細は以下の通りである。
<Examples 2-7, Comparative Examples 1-2>
Evaluation was performed by foaming in the same manner as in Example 1 except that the raw materials and blending amounts shown in Table 1 were used. The results are shown in Table 1. In addition, the detail of the raw material shown in Table 1 is as follows.

(A)有機ポリイソシアネート化合物
(A1):ポリメチレンポリフェニルポリイソシアネート
(商品名:ミリオネートMR−200、日本ポリウレタン社製)
(A2):ポリプロピレングリコール(数平均分子量:400)10gとポリメチレンポリフェニルポリイソシアネート(商品名:コスモネートM−50、三井化学ポリウレタン社製)100gとを反応させて得られる、末端イソシアネート基含有ウレタンプレポリマー(遊離イソシアネート基含有量:26.5重量%)
(B)3級アミン触媒
(B1):N,N−ジメチルラウリルアミン
(C)シリコーン整泡剤
(C1):商品名:SZ−1647(日本ユニカー社製)
(D)アセチルクエン酸トリアルキル
(D1):アセチルクエン酸トリプロピル
(D2):アセチルクエン酸トリブチル
(d)希釈剤
(d1):トリ(2−エチルヘキシル)トリメリテート(商品名:TOTM、大八化学社製)
(d2):ビス(2−(2−ブトキシエトキシ)エチル)アジペート(商品名:BXA、大八化学社製)
(E)難燃剤
(E1):トリス(クロロプロピル)ホスフェート(商品名:TMCPP、大八化学社製)
(A) Organic polyisocyanate compound (A1): Polymethylene polyphenyl polyisocyanate
(Product name: Millionate MR-200, manufactured by Nippon Polyurethane)
(A2): containing a terminal isocyanate group obtained by reacting 10 g of polypropylene glycol (number average molecular weight: 400) and 100 g of polymethylene polyphenyl polyisocyanate (trade name: Cosmonate M-50, manufactured by Mitsui Chemicals Polyurethanes) Urethane prepolymer (free isocyanate group content: 26.5% by weight)
(B) Tertiary amine catalyst (B1): N, N-dimethyllaurylamine (C) Silicone foam stabilizer (C1): Trade name: SZ-1647 (manufactured by Nihon Unicar)
(D) Trialkyl acetyl citrate (D1): Tripropyl acetyl citrate (D2): Tributyl acetyl citrate (d) Diluent (d1): Tri (2-ethylhexyl) trimellitate (trade name: TOTM, Daihachi Chemical) (Made by company)
(D2): Bis (2- (2-butoxyethoxy) ethyl) adipate (trade name: BXA, manufactured by Daihachi Chemical Co., Ltd.)
(E) Flame retardant (E1): Tris (chloropropyl) phosphate (trade name: TMCPP, manufactured by Daihachi Chemical Co., Ltd.)

<測定方法・評価基準>
・ライズタイム(秒)
混合開始から発泡が完了するまでの時間を計測した。
<Measurement method and evaluation criteria>
・ Rise time (seconds)
The time from the start of mixing to the completion of foaming was measured.

・発泡倍率(倍)
ライズタイムの測定後、発泡体の体積を、止水材成分の最初の体積で除した。
・ Foaming ratio (times)
After measuring the rise time, the volume of the foam was divided by the initial volume of the waterstop component.

・外観
均一な発泡体を「良好」とし、混合不良が見られるものを「不良」とした。
・ Appearance Uniform foam was defined as “good” and those with poor mixing as “defective”.

・体積変化率
直径5cm、高さ10cmの円柱型枠内に表1に示す配合割合にて混合した材料50mLを注入して拘束発泡して試験片を得た。この試験片を60℃温水中に6ヶ月間浸漬し、試験前後の硬化物の体積変化率を下記計算式より算出し、体積変化率(%)が0%より小さい(収縮した)場合を×、0%以上の場合を○とした。
体積変化率(%)={(浸漬後の体積)−(浸漬前の体積)}÷(浸漬前の体積)×100
-Volume change rate 50 mL of a material mixed at a blending ratio shown in Table 1 was injected into a cylindrical mold having a diameter of 5 cm and a height of 10 cm, and subjected to restraint foaming to obtain a test piece. This test piece is immersed in warm water at 60 ° C. for 6 months, and the volume change rate of the cured product before and after the test is calculated from the following formula, and the volume change rate (%) is smaller than 0% (shrinks). In the case of 0% or more, it was rated as ○.
Volume change rate (%) = {(Volume after immersion) − (Volume before immersion)} ÷ (Volume before immersion) × 100

Figure 2011168665
Figure 2011168665

本発明の止水材は、漏水しているか、そのおそれのある貯水槽、下水管、地下鉄やトンネルなどのコンクリート構造物の目地や亀裂部の補修に使用することができる。   The water blocking material of the present invention can be used for repairing joints and cracks in concrete structures such as water storage tanks, sewer pipes, subways and tunnels that may or may have leaked water.

Claims (3)

有機ポリイソシアネート化合物(A)、3級アミン触媒(B)、シリコーン整泡剤(C)、及びアセチルクエン酸トリアルキル(D)を含有してなる構造物の止水材。   A structure water-stopping material comprising an organic polyisocyanate compound (A), a tertiary amine catalyst (B), a silicone foam stabilizer (C), and a trialkyl acetylcitrate (D). 前記有機ポリイソシアネート化合物(A)100重量部に対して、前記3級アミン触媒(B)を0.1〜20重量部、シリコーン整泡剤(C)を0.1〜20重量部、アセチルクエン酸トリアルキル(D)を5〜500重量部の割合でそれぞれ含有することを特徴とする、請求項1に記載の構造物の止水材。   0.1 to 20 parts by weight of the tertiary amine catalyst (B), 0.1 to 20 parts by weight of the silicone foam stabilizer (C), and 100% by weight of acetyl quencher with respect to 100 parts by weight of the organic polyisocyanate compound (A). The water-stopping material for a structure according to claim 1, which contains trialkyl (D) in an amount of 5 to 500 parts by weight. 請求項1又は2に記載の止水材を構造物の亀裂部又は目地部に注入することを特徴とする止水工法。   A waterproofing method, wherein the waterproofing material according to claim 1 or 2 is injected into a cracked part or a joint part of a structure.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101845358B1 (en) * 2017-07-17 2018-05-18 대화정밀공업(주) Non-forming injection composition with high-adhesion and high-elasticity for repairing concrete crack and crack repairing method of concrete structure therewith
CN113698565A (en) * 2021-08-19 2021-11-26 山东一诺威聚氨酯股份有限公司 Method for reducing crystallization point of polyester type modified MDI

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JPH08302332A (en) * 1995-05-02 1996-11-19 Dainippon Ink & Chem Inc Waterproofing material, method of waterproofing therewith, and waterproofed structure
JP2002037831A (en) * 2000-07-21 2002-02-06 Asahi Kasei Corp Polyisocyanate composition
JP2003003153A (en) * 2001-06-25 2003-01-08 Dainippon Ink & Chem Inc Crack encapsulant of structure and method for construction using the same

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JPH08302332A (en) * 1995-05-02 1996-11-19 Dainippon Ink & Chem Inc Waterproofing material, method of waterproofing therewith, and waterproofed structure
JP2002037831A (en) * 2000-07-21 2002-02-06 Asahi Kasei Corp Polyisocyanate composition
JP2003003153A (en) * 2001-06-25 2003-01-08 Dainippon Ink & Chem Inc Crack encapsulant of structure and method for construction using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101845358B1 (en) * 2017-07-17 2018-05-18 대화정밀공업(주) Non-forming injection composition with high-adhesion and high-elasticity for repairing concrete crack and crack repairing method of concrete structure therewith
CN113698565A (en) * 2021-08-19 2021-11-26 山东一诺威聚氨酯股份有限公司 Method for reducing crystallization point of polyester type modified MDI

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