JP2001048627A - Hydraulic cement composition having expanding property and inorganic water stopping material using the same - Google Patents

Hydraulic cement composition having expanding property and inorganic water stopping material using the same

Info

Publication number
JP2001048627A
JP2001048627A JP22574999A JP22574999A JP2001048627A JP 2001048627 A JP2001048627 A JP 2001048627A JP 22574999 A JP22574999 A JP 22574999A JP 22574999 A JP22574999 A JP 22574999A JP 2001048627 A JP2001048627 A JP 2001048627A
Authority
JP
Japan
Prior art keywords
weight
parts
hydraulic cement
water
cement composition
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.)
Pending
Application number
JP22574999A
Other languages
Japanese (ja)
Inventor
Katsuro Kokubu
勝郎 国府
Naoto Watabe
直人 渡部
Kazuhiro Takasaki
一裕 高崎
Kunikazu Amanuma
邦一 天沼
Toru Nemoto
徹 根本
Masayuki Nakano
昌之 中野
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.)
ITOCHU SYSTEMA KK
SHINEI MASTER KK
CI Kasei Co Ltd
Original Assignee
ITOCHU SYSTEMA KK
SHINEI MASTER KK
CI Kasei 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 ITOCHU SYSTEMA KK, SHINEI MASTER KK, CI Kasei Co Ltd filed Critical ITOCHU SYSTEMA KK
Priority to JP22574999A priority Critical patent/JP2001048627A/en
Publication of JP2001048627A publication Critical patent/JP2001048627A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0045Polymers chosen for their physico-chemical characteristics
    • C04B2103/0051Water-absorbing polymers, hydrophilic polymers
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0068Ingredients with a function or property not provided for elsewhere in C04B2103/00
    • C04B2103/0093Organic cosolvents
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/40Surface-active agents, dispersants
    • C04B2103/406Surface-active agents, dispersants non-ionic
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/46Water-loss or fluid-loss reducers, hygroscopic or hydrophilic agents, water retention agents
    • C04B2103/465Water-sorbing agents, hygroscopic or hydrophilic agents

Abstract

PROBLEM TO BE SOLVED: To obtain a hydraulic cement composition having expanding properties which can maintain cutoff properties without inhibiting a structural integration as a concrete member when the composition is applied to a connecting part of concrete. SOLUTION: The hydraulic cement composition having expanding properties is prepared by compounding (B) 5 to 20 pts.wt. hydrophilic organic solvent, (C) 5 to 25 pts.wt. nonionic surfactant, (D) 5 to 30 pts.wt. fine particle inorganic filler and (E) 1 to 15 pts.wt. cement expansion material and/or 2 to 30 pts.wt. inorganic expansion material in (A) 100 pts.wt. hydraulic cement.

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、膨張性を有する水
硬性セメント組成物及びそれを用いた無機系止水材に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hydraulic cement composition having expandability and an inorganic water-blocking material using the same.

【0002】[0002]

【従来の技術】通常、土木建築構造物に使用されている
コンクリートは、練りまぜ水の添加と同時に時間経過に
従ってセメントが水和反応を起し、凝結から硬化に至る
性質を有している。しかし、硬化時に体積減少を伴うた
め、先打ちコンクリートと後打ちコンクリートの打継ぎ
部において弱点部を生じることが多く、これが漏水の原
因となっている。そこで、一般的なコンクリート打継ぎ
部、すなわち施工打継ぎ部の止水処理として、先打ちコ
ンクリートと後打ちコンクリートにわたって止水板を埋
め込み、水路を遮断したり、水と接触すると膨潤する材
料をあらかじめ配設することで漏水を防止することが行
われている。
2. Description of the Related Art In general, concrete used in civil engineering and building structures has a property in which cement undergoes a hydration reaction with the passage of time at the same time as the mixing water is added, and the cement goes from setting to hardening. However, since the volume is reduced during hardening, weak points are often generated at the joint between the pre-cast concrete and the post-cast concrete, which causes water leakage. Therefore, as a water stoppage treatment for the general concrete splicing part, that is, the construction splicing part, a water stop plate is embedded over the pre-cast concrete and the post-cast concrete, and the material that swells when the water channel is shut off or comes into contact with water is Water leakage is prevented by arranging it.

【0003】ところで、施工打継ぎ部に対する止水工法
には、硬化した先打ちコンクリートに前もって止水材を
配設してから後打ちコンクリートを打設する、いわゆる
前設置工法があり、この止水材として、水膨張ゴム、ブ
チルゴム、ベントナイトなどの軟質系材料が多く使用さ
れているが、これらの止水材は、打継ぎ部の止水のため
には十分であるが、躯体コンクリート中に軟質系材料を
含むことになり、その構造的一体性が阻害されるのを免
れない。
There is a so-called pre-installation method, in which a water-stopping material is disposed in advance on hardened pre-cast concrete and then post-cast concrete is poured. Soft materials such as water-swelling rubber, butyl rubber, and bentonite are often used as materials, but these water-stopping materials are sufficient for stopping water at joints. Since it contains a system material, its structural integrity is inevitably impaired.

【0004】[0004]

【発明が解決しようとする課題】本発明は、コンクリー
ト打継ぎ部に配設した場合に、コンクリート部材として
の構造的一体性を阻害することなく、止水性を確保しう
る、膨張性を有する水硬性セメント組成物を提供するこ
とを目的としてなされたものである。
SUMMARY OF THE INVENTION An object of the present invention is to provide an inflatable water which can secure water stoppage without impairing the structural integrity of a concrete member when it is disposed at a concrete joint. The purpose of the present invention is to provide a hard cement composition.

【0005】[0005]

【課題を解決するための手段】本発明者らは、膨張性を
有する水硬性セメント組成物を開発するために、鋭意研
究を重ねた結果、主成分である水硬性セメントに水和反
応を起こさない練りまぜ液として親水性有機溶剤及び非
イオン性界面活性剤を用いることにより、粘土状水硬性
セメント組成物が得られ、この組成物は水と接触した時
点から練りまぜ液が水と置換することにより水和反応が
開始して硬化すること、及びこの水硬性セメント組成物
に、さらに従来から膨張コンクリートに使用されている
セメント系膨張材を併用すること及び/又は膨潤性を有
する無機系膨潤材を添加することにより、膨張性を有す
る水硬性セメント組成物が得られることを見出し、この
知見に基づいて本発明をなすに至った。
Means for Solving the Problems The inventors of the present invention have conducted intensive studies in order to develop a hydraulic cement composition having expandability, and as a result, a hydration reaction has occurred in the hydraulic cement as a main component. By using a hydrophilic organic solvent and a nonionic surfactant as a non-mixing solution, a clay-like hydraulic cement composition is obtained, and the mixing solution is replaced with water from the point of contact with water. The hydration reaction is initiated and thereby hardened, and the hydraulic cement composition is used in combination with a cement-based expansive material conventionally used for expansive concrete and / or an inorganic swelling having swelling properties It has been found that a hydraulic cement composition having expandability can be obtained by adding a material, and the present invention has been accomplished based on this finding.

【0006】すなわち、本発明は、(A)水硬性セメン
ト100重量部に対し、(B)親水性有機溶剤5〜20
重量部、(C)非イオン性界面活性剤5〜25重量部、
(D)微粒子無機充填材5〜30重量部及び(E)セメ
ント系膨張材1〜15重量部及び/又は無機系膨潤材2
〜30重量部を配合してなる膨張性を有する水硬性セメ
ント組成物を提供するものである。この膨張性を有する
水硬性セメント組成物は、水和反応に伴う収縮がなく、
一般の構造用部材に使用されるコンクリート強度を上回
る硬化体強度が確保される。
That is, the present invention relates to (A) 100 parts by weight of hydraulic cement and (B) 5-20 hydrophilic organic solvents.
Parts by weight, (C) 5 to 25 parts by weight of a nonionic surfactant,
(D) 5 to 30 parts by weight of a particulate inorganic filler and (E) 1 to 15 parts by weight of a cement-based expanding material and / or an inorganic-based swelling material 2
The present invention provides an expandable hydraulic cement composition containing up to 30 parts by weight. The hydraulic cement composition having this expandability has no shrinkage due to the hydration reaction,
The strength of the hardened body exceeds the strength of concrete used for general structural members.

【0007】[0007]

【発明の実施の形態】本発明組成物の(A)成分である
水硬性セメントとしては、ポルトランドセメント、高炉
セメント、シリカセメント、フライアッシュセメント、
アルミナセメント、超速硬性セメント、コロイドセメン
トなど、これまで一般に用いられている水硬性セメント
を用いることができる。
BEST MODE FOR CARRYING OUT THE INVENTION The hydraulic cement which is the component (A) of the composition of the present invention includes Portland cement, blast furnace cement, silica cement, fly ash cement,
Conventionally used hydraulic cements such as alumina cement, ultra-fast-setting cement, and colloid cement can be used.

【0008】次に、(B)成分である親水性有機溶剤と
しては、水分を含まないポリエチレングリコール、グリ
セリンなどが挙げられる。
Next, examples of the hydrophilic organic solvent as the component (B) include water-free polyethylene glycol and glycerin.

【0009】この(B)成分は、粘土状水硬性セメント
組成物を得るための練りまぜ液として必要な成分であ
り、さらに水との置換速度を支配する役割を果すもので
あり、ポリエチレングリコールの場合、重量平均分子量
があまり大きいものは、凝固点が高くなって取り扱いに
くくなるし、重量平均分子量が小さいものは、水による
置換が速すぎて、硬化時に十分な圧縮強度を付与するこ
とができなくなるので、通常、重量平均分子量150〜
900、好ましくは250〜600の範囲のものが用い
られる。
The component (B) is a component necessary as a kneading solution for obtaining a clay-like hydraulic cement composition, and further plays a role in controlling the rate of replacement with water. If the weight average molecular weight is too large, the solidification point becomes high and it becomes difficult to handle, and if the weight average molecular weight is small, the replacement with water is too fast and it is not possible to impart sufficient compressive strength at the time of curing Therefore, usually, the weight average molecular weight 150 ~
900, preferably in the range of 250-600.

【0010】また、(C)成分の非イオン性界面活性剤
としては、(B)成分のポリアルキレングリコールに可
溶なものであればどのような非イオン性界面活性剤でも
用いることができるが、特にポリオキシアルキレン鎖を
含むものが有利である。このような非イオン性界面活性
剤としては、高級アルコールとポリアルキレンオキシド
との縮合物、例えばオクタデシルアルコールとエチレン
オキシド12〜15モルとの縮合物、オレイルアルコー
ルとエチレンオキシド7〜9モルとの縮合物や、高級脂
肪酸のモノグリセリドとポリアルキレンオキシドとの縮
合物、例えばオレイン酸、ステアリン酸、パルミチン酸
などのグリセリドとエチレンオキシド6〜15モルとの
縮合物、ソルビタンと高級脂肪酸のエステルとエチレン
オキシドとの縮合物、例えばヤシ油脂肪酸のソルビタン
モノエステル又はジエステルとエチレンオキシド5〜1
0モルとの縮合物、高級アルキル化フェノールとエチレ
ンオキシドとの縮合物、例えばp‐イソオクチルフェノ
ールとエチレンオキシド5〜10モルとの縮合物やp‐
イソブチルフェノールとエチレンオキシド5〜10モル
との縮合物、ポリプロピレンオキシドとポリエチレンオ
キシドとの縮合物などがある。
As the nonionic surfactant of the component (C), any nonionic surfactant can be used as long as it is soluble in the polyalkylene glycol of the component (B). Those containing a polyoxyalkylene chain are particularly advantageous. Such nonionic surfactants include condensates of higher alcohols and polyalkylene oxides, such as condensates of octadecyl alcohol and 12 to 15 moles of ethylene oxide, condensates of oleyl alcohol and 7 to 9 moles of ethylene oxide, Condensates of monoglycerides of higher fatty acids with polyalkylene oxides, such as oleic acid, stearic acid, condensates of glycerides such as palmitic acid with 6 to 15 mol of ethylene oxide, condensates of sorbitan and esters of higher fatty acids with ethylene oxide, For example, sorbitan monoester or diester of coconut oil fatty acid and ethylene oxide 5-1
0 mol, a condensate of a higher alkylated phenol and ethylene oxide, such as a condensate of p-isooctylphenol with 5 to 10 mol of ethylene oxide or p-
There are condensates of isobutylphenol with 5 to 10 moles of ethylene oxide, condensates of polypropylene oxide and polyethylene oxide, and the like.

【0011】本発明における(B)成分及び(C)成分
は、(A)成分の水硬性セメントの可塑剤としての役割
を果たすもので、これを配合することによって、粘土状
の組成物が形成される。そして、このような組成物に、
(D)成分の微粒子無機充填材及び(E)成分のセメン
ト系膨張材及び/又は無機系膨潤材を配合することによ
り、成形性及び膨張性が付加される。
The components (B) and (C) in the present invention play a role as a plasticizer of the hydraulic cement of the component (A), and by blending them, a clay-like composition is formed. Is done. And in such a composition,
Formability and swellability are added by blending the fine particle inorganic filler of the component (D) and the cement-based expanding material and / or the inorganic swelling material of the component (E).

【0012】この(D)成分の微粒子無機充填材として
は、粉末度8000cm2/g以上のシリカヒューム、
エアロジルなどのシリカ系充填材や、タルク、炭酸カル
シウムなどが用いられるが、特に好ましいのは、シリカ
ヒュームである。この(D)成分は、特に押出加工を円
滑に行うために必要な成分で、これを欠くと押出ができ
なくなる。また、(E)成分のセメント系膨張材として
は、石灰系及びカルシウムサルフォアルミネート系、無
機系膨潤材としては、モンモリロナイトを主成分とする
ベントナイト、バイデライト、ノンテロナイト、セピオ
ライトなどを用いることができるが、特に石灰系が好ま
しい。
As the fine particle inorganic filler of the component (D), silica fume having a fineness of 8000 cm 2 / g or more,
Silica-based fillers such as aerosil, talc, calcium carbonate and the like are used, and silica fume is particularly preferred. The component (D) is a component necessary particularly for smooth extrusion, and if it is omitted, extrusion cannot be performed. As the cement-based expanding agent (E), lime-based and calcium-sulfoaluminate-based swelling materials, and as the inorganic-based swelling material, bentonite, beidellite, nonterrorite, sepiolite, and the like containing montmorillonite as a main component may be used. Although it is possible, lime is particularly preferable.

【0013】本発明組成物においては、(A)成分10
0重量部に対し、(B)成分5〜20重量部、(C)成
分5〜25重量部、(D)成分5〜30重量部及び
(E)成分としてセメント系膨張材1〜15重量部又は
無機系膨潤材2〜30重量部あるいはその両方が配合さ
れる。(B)成分及び(C)成分の量がこれよりも少な
いと成形性や硬化時の強度発現性に悪影響を及ぼすため
に構造的一体性が阻害され、実用的でなくなる。次に
(D)成分の量がこれよりも少ないと成形加工性特に押
出加工性が悪くなり、またこれよりも多くなると硬化後
の強度発現性に悪影響を与える。さらに(E)成分は、
膨張性を付与するための成分でこの量がこれよりも少な
いと必要な膨張性が得られないために十分な止水性が発
揮できず、またこれよりも多いと、過剰な膨張によりそ
の膨張圧で周囲のコンクリートに損傷を与え、打継ぎ部
の構造的一体性が阻害される。
In the composition of the present invention, component (A) 10
5 to 20 parts by weight of the component (B), 5 to 25 parts by weight of the component (C), 5 to 30 parts by weight of the component (D) and 1 to 15 parts by weight of a cement-based expanding material as the component (E) based on 0 part by weight. Alternatively, 2 to 30 parts by weight of the inorganic swelling material or both are blended. If the amounts of the component (B) and the component (C) are less than this, the moldability and the strength development during curing are adversely affected, so that the structural integrity is impaired, which is not practical. Next, if the amount of the component (D) is less than this, the moldability, especially the extrudability, deteriorates, and if it is more than this, the strength development after curing is adversely affected. Further, the component (E)
If the amount of the component for imparting the swelling property is smaller than this, the required swelling property cannot be obtained, so that sufficient water stopping property cannot be exhibited. Damages the surrounding concrete and impairs the structural integrity of the joint.

【0014】本発明組成物においては、必要に応じ
(F)成分として吸水ポリマーを配合することができ
る。この吸水ポリマーを配合することにより、これが
(E)成分と相乗的に作用してさらに止水性を向上させ
ることができる。このような吸水ポリマーは、これまで
知られているものの中から任意に選んで使用することが
できる。このような吸水ポリマーの例としては、ポリア
クリル酸系吸水ポリマー、変性ポリビニルアルコール系
吸水ポリマー、ビニルアルコール−アクリル酸共重合体
系吸水ポリマー、オレフィン−無水マレイン酸共重合体
系吸水ポリマー、ポリ(N‐ビニルアセトアミド)系吸
水ポリマーなどがある。この(F)成分は、(A)成分
100重量部当り、0.5〜10重量部の範囲の量で用
いられる。
In the composition of the present invention, if necessary, a water-absorbing polymer can be blended as the component (F). By blending this water-absorbing polymer, it acts synergistically with the component (E) to further improve the water stoppage. Such a water-absorbing polymer can be arbitrarily selected from those known so far. Examples of such a water-absorbing polymer include a polyacrylic acid-based water-absorbing polymer, a modified polyvinyl alcohol-based water-absorbing polymer, a vinyl alcohol-acrylic acid copolymer-based water-absorbing polymer, an olefin-maleic anhydride copolymer-based water-absorbing polymer, and poly (N- Vinylacetamide) -based water-absorbing polymer. The component (F) is used in an amount ranging from 0.5 to 10 parts by weight per 100 parts by weight of the component (A).

【0015】そのほか、本発明組成物には、その本質的
物性がそこなわれない範囲で、所望に応じ、水硬性セメ
ント組成物に慣用されている粘結剤、補強剤、着色剤、
止水強化剤などを添加することができる。
In addition, the composition of the present invention may contain a binder, a reinforcing agent, a coloring agent, and the like commonly used in hydraulic cement compositions, as long as the essential physical properties are not impaired.
Water stoppage enhancers and the like can be added.

【0016】本発明組成物は、水と接触すると水和反応
を起して硬化するとともに、体積減少を補う膨張を生
じ、コンクリート打継部、パイプ接続部などの止水材と
して用いることができる。本発明組成物を止水材として
用いる場合は、粘土状の組成物を、透水性シートにより
長尺状に巻き込み、必要な施工個所に押し込むか、ある
いは、粘土状物を所定の個所に施した後、モルタルなど
を流し込んで固定する。また、本発明組成物を押出成
形、プレス成形により所定の形状に加工し、止水個所に
施すこともできる。
When the composition of the present invention is brought into contact with water, it undergoes a hydration reaction to harden, and at the same time, expands to compensate for the decrease in volume, so that it can be used as a waterproof material for concrete joints, pipe joints and the like. . When the composition of the present invention is used as a water-stopping material, the clay-like composition is rolled into a long shape with a water-permeable sheet and pressed into a necessary construction site, or the clay-like material is applied to a predetermined location. Then, mortar is poured and fixed. In addition, the composition of the present invention can be processed into a predetermined shape by extrusion molding or press molding, and applied to a water stop portion.

【0017】[0017]

【実施例】次に本発明を実施例によりさらに詳細に説明
する。
Next, the present invention will be described in more detail with reference to examples.

【0018】実施例1 普通ポルトランドセメント100重量部とポリエチレン
グリコール(分子量400)8重量部とポリオキシエチ
レンノニルフェニルエーテル(非イオン性界面活性剤)
8重量部とシリカヒューム(微粒子無機充填材)10重
量部と石灰(セメント系膨張材)4重量部とを混練し、
粘土状の膨張性を有する水硬性セメント組成物を調製し
た。次に、このものを押出機を用いて厚さ10mm、幅
40mm、長さ1000mmのブロック状に押出成形し
た。この際の押出成形性は良好であった。この成形品を
水と接触させながら28日間硬化及び水中養生させたと
ころ、硬化物はひび割れなしに膨張し、その圧縮強度は
320kgf/cm2であった。
EXAMPLE 1 100 parts by weight of ordinary Portland cement, 8 parts by weight of polyethylene glycol (molecular weight 400) and polyoxyethylene nonyl phenyl ether (nonionic surfactant)
8 parts by weight, 10 parts by weight of silica fume (fine particle inorganic filler) and 4 parts by weight of lime (cement-based expanding material) are kneaded,
A hydraulic cement composition having a clay-like expansive property was prepared. Next, this was extruded into a block having a thickness of 10 mm, a width of 40 mm, and a length of 1000 mm using an extruder. The extrudability at this time was good. When this molded product was cured and cured in water for 28 days while being in contact with water, the cured product expanded without cracking and had a compressive strength of 320 kgf / cm 2 .

【0019】実施例2 実施例1と同様の組成に、さらにポリ‐(N‐ビニルア
セトアミド)[吸水ポリマー;昭和電工(株)製、商品
名NA−010]1重量部を加え混練することにより、
膨張性を有する水硬性セメント組成物を調製した。次
に、このものを実施例1と同様にしてブロック状に押出
成形した。この際の押出成形性は良好であった。この成
形品を水と接触させながら28日間硬化及び水中養生さ
せたところ、硬化物はひび割れなしに膨張し、その圧縮
強度は300kgf/cm2であった。
Example 2 To the same composition as in Example 1, 1 part by weight of poly- (N-vinylacetamide) [water-absorbing polymer; trade name NA-010, manufactured by Showa Denko KK] was added and kneaded. ,
An expandable hydraulic cement composition was prepared. Next, this was extruded into a block in the same manner as in Example 1. The extrudability at this time was good. When this molded product was cured and cured in water for 28 days while being in contact with water, the cured product expanded without cracking and had a compressive strength of 300 kgf / cm 2 .

【0020】比較例1 普通ポルトランドセメント100重量部とポリエチレン
グリコール(分子量400)20重量部とシリカヒュー
ム10重量部と石灰4重量部とを混練し、膨張性を有す
る水硬性セメント組成物を調製した。次に、このものを
実施例1と同様にしてブロック状に押出成形した。この
際の押出成形性は良好であった。この成形品を水と接触
させながら28日間硬化及び水中養生させたところ、硬
化物は膨張せず、細かなひび割れを生じ、その圧縮強度
は250kgf/cm2であった。
Comparative Example 1 A hydraulic cement composition having expandability was prepared by kneading 100 parts by weight of ordinary Portland cement, 20 parts by weight of polyethylene glycol (molecular weight: 400), 10 parts by weight of silica fume and 4 parts by weight of lime. . Next, this was extruded into a block in the same manner as in Example 1. The extrudability at this time was good. When this molded product was cured and cured in water for 28 days while being in contact with water, the cured product did not expand, and fine cracks were generated, and its compressive strength was 250 kgf / cm 2 .

【0021】比較例2 普通ポルトランドセメント100重量部とポリオキシエ
チレンノニルフェニルエーテル20重量部とシリカヒュ
ーム10重量部と石灰4重量部とを混練し、粘土状のセ
メント組成物を調製した。次に、このものを実施例1と
同様にしてブロック状に押出成形した。この際の押出成
形性は良好であった。この成形品を水と接触させて硬化
及び水中養生させたところ、非イオン性界面活性剤の抽
出が遅く、28日間経過後も完全な硬化は行われず、多
数のひび割れを生じた。
Comparative Example 2 100 parts by weight of ordinary Portland cement, 20 parts by weight of polyoxyethylene nonylphenyl ether, 10 parts by weight of silica fume and 4 parts by weight of lime were kneaded to prepare a clay-like cement composition. Next, this was extruded into a block in the same manner as in Example 1. The extrudability at this time was good. When this molded article was cured and cured in water by contact with water, the extraction of the nonionic surfactant was slow, and complete curing was not performed even after 28 days, resulting in numerous cracks.

【0022】実施例3 実施例1の水硬性セメント組成物のうち、石灰の代わり
にベントナイト(無機系膨潤材)7重量部を使用した以
外は、実施例1と同様に粘土状の膨張性を有する水硬性
セメント組成物を調製した。次に、この組成物を押出機
を用いて厚さ10mm、幅40mmの断面矩形状に押出
し、長さ1000mmに切断した。押出加工性は良好で
あった。この成形品を水と接触させながら28日間硬化
及び水中養生させたところ、硬化物はひび割れなしに膨
張し、その圧縮強度は320kgf/cm2であった。
Example 3 In the hydraulic cement composition of Example 1, except that 7 parts by weight of bentonite (inorganic swelling material) was used instead of lime, clay-like expansibility was measured in the same manner as in Example 1. A hydraulic cement composition was prepared. Next, this composition was extruded into a rectangular section having a thickness of 10 mm and a width of 40 mm using an extruder, and cut into a length of 1000 mm. Extrudability was good. When this molded product was cured and cured in water for 28 days while being in contact with water, the cured product expanded without cracking and had a compressive strength of 320 kgf / cm 2 .

【0023】実施例4 実施例1、2、3及び比較例1、2で得た粘土状セメン
ト組成物をポリ(酢酸ビニル−ビニルアルコール)フィ
ルムに巻き込んで厚さ10mm、幅20mm、長さ10
00mmのブロックを作製したのち、これを一辺150
mmの枠体に加工したものをコンクリート打継部に設置
してその止水性を調べたところ、実施例で得たセメント
組成物はいずれも3kgf/cm2以上の止水性を示し
たが、比較例で得たセメント組成物はいずれも全く止水
性を示さなかった。
Example 4 The clay-like cement compositions obtained in Examples 1, 2 and 3 and Comparative Examples 1 and 2 were rolled into a poly (vinyl acetate-vinyl alcohol) film to have a thickness of 10 mm, a width of 20 mm and a length of 10
After making a 00 mm block, this was
When the cement composition obtained in the examples showed a water stopping property of 3 kgf / cm 2 or more, all of the cement compositions obtained in the examples were compared with each other. None of the cement compositions obtained in the examples showed any water stopping properties.

【0024】[0024]

【発明の効果】本発明によると、水硬性セメントと水和
反応に寄与しない界面活性剤を含む練りまぜ液により粘
土状組成物とすることで、その粘土状組成物が水と接触
した場合、練りまぜ液と水とが置換して水和反応を起す
ことができる水硬性セメント組成物が提供される。ま
た、水硬性セメントとセメント系膨張材及び/又は無機
系膨潤材を併用することにより、水和反応に伴う硬化収
縮を補う、新規な膨張性を有する水硬性セメント組成物
とすることができ、このものはコンクリート構造物の打
継ぎ部に対して止水性及び構造的一体性を阻害しない無
機系止水材として好適に使用することができる。
According to the present invention, when the clay-like composition is made into a clay-like composition with a kneading solution containing a hydraulic cement and a surfactant that does not contribute to the hydration reaction, when the clay-like composition comes into contact with water, Provided is a hydraulic cement composition capable of causing a hydration reaction by replacing a kneading solution with water. Further, by using a hydraulic cement and a cement-based expanding material and / or an inorganic-based swelling material in combination, a hydraulic cement composition having a novel expansive property, which compensates for hardening shrinkage caused by a hydration reaction, can be obtained. This can be suitably used as an inorganic water-stopping material that does not impair the water-stopping property and structural integrity of the joint part of the concrete structure.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 22:06 ) 103:40 103:60 (71)出願人 599112098 伊藤忠システマ株式会社 東京都港区北青山二丁目5番1号 (72)発明者 国府 勝郎 東京都多摩市豊ケ丘5−3−3−104 (72)発明者 渡部 直人 東京都中央区京橋一丁目18番1号 シーア イ化成株式会社内 (72)発明者 高崎 一裕 東京都中央区京橋一丁目18番1号 シーア イ化成株式会社内 (72)発明者 天沼 邦一 東京都府中市宮西町一丁目16番3号 シン エイマスター株式会社内 (72)発明者 根本 徹 東京都府中市宮西町一丁目16番3号 シン エイマスター株式会社内 (72)発明者 中野 昌之 神奈川県横浜市旭区若葉台一丁目9番地 406 Fターム(参考) 2E001 DA01 DA05 FA30 GA03 GA07 GA24 HA01 JA01 JA06 JD02 MA08 4G012 PA06 PA28 PB12 PB15 PB16──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 22:06) 103: 40 103: 60 (71) Applicant 599112098 ITOCHU Systema Corporation Minato-ku, Tokyo (5-1) Inventor Katsuro Kokufu 5-3-3-104 Toyooka, Tama-shi, Tokyo (72) Inventor Naoto Watanabe 1-1-18 Kyobashi, Chuo-ku, Tokyo Inside CHI Kasei Co., Ltd. (72 ) Inventor Kazuhiro Takasaki 1-1-18 Kyobashi, Chuo-ku, Tokyo Inside C.I.Kasei Co., Ltd. (72) Kuniichi Amanuma 1-16-3 Miyanishi-cho, Fuchu-shi, Tokyo Inside Shin-A Master Corporation ( 72) Inventor Toru Nemoto 1-16-3 Miyanishi-cho, Fuchu-shi, Tokyo Shin-A Master Corporation (72) Inventor Masayuki Nakano 1-9-9 Wakabadai, Asahi-ku, Yokohama-shi, Kanagawa Earth 406 F term (reference) 2E001 DA01 DA05 FA30 GA03 GA07 GA24 HA01 JA01 JA06 JD02 MA08 4G012 PA06 PA28 PB12 PB15 PB16

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 (A)水硬性セメント100重量部に対
し、(B)親水性有機溶剤5〜20重量部、(C)非イ
オン性界面活性剤5〜25重量部、(D)微粒子無機充
填材5〜30重量部及び(E)セメント系膨張材1〜1
5重量部及び/又は無機系膨潤材2〜30重量部を配合
してなる膨張性を有する水硬性セメント組成物。
(A) 5 to 20 parts by weight of a hydrophilic organic solvent, (C) 5 to 25 parts by weight of a nonionic surfactant, and (D) inorganic fine particles with respect to 100 parts by weight of hydraulic cement. 5 to 30 parts by weight of filler and (E) cement based expander 1 to 1
An expandable hydraulic cement composition comprising 5 parts by weight and / or 2 to 30 parts by weight of an inorganic swelling material.
【請求項2】 (C)成分の非イオン性界面活性剤がポ
リオキシアルキレン系非イオン界面活性剤である請求項
1記載の膨張性を有する水硬性セメント組成物。
2. The expandable hydraulic cement composition according to claim 1, wherein the nonionic surfactant (C) is a polyoxyalkylene-based nonionic surfactant.
【請求項3】 ポリオキシアルキレン系非イオン界面活
性剤が、ポリオキシエチレンアルキルエーテル、ポリオ
キシエチレンアルキルアリールエーテル及びポリオキシ
エチレンソルビタン脂肪酸エステルの中から選ばれる少
なくとも1種である請求項2記載の膨張性を有する水硬
性セメント組成物。
3. The polyoxyalkylene-based nonionic surfactant is at least one selected from polyoxyethylene alkyl ether, polyoxyethylene alkyl aryl ether and polyoxyethylene sorbitan fatty acid ester. A hydraulic cement composition having expandability.
【請求項4】 さらに、(F)吸水ポリマーを(A)成
分100重量部当り0.5〜10重量部配合した請求項
1ないし3のいずれかに記載の膨張性を有する水硬性セ
メント組成物。
4. The expandable hydraulic cement composition according to claim 1, further comprising (F) 0.5 to 10 parts by weight of a water-absorbing polymer per 100 parts by weight of the component (A). .
【請求項5】 請求項1ないし4のいずれかに記載の膨
張性を有する水硬性セメント組成物からなる無機系止水
材。
5. An inorganic water-blocking material comprising the hydraulic cement composition having expandability according to any one of claims 1 to 4.
JP22574999A 1999-08-09 1999-08-09 Hydraulic cement composition having expanding property and inorganic water stopping material using the same Pending JP2001048627A (en)

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Publication Number Publication Date
JP2001048627A true JP2001048627A (en) 2001-02-20

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Country Link
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004076808A1 (en) * 2003-02-27 2004-09-10 Halliburton Energy Services, Inc. Compositions and methods of cementing in subterranean formations using a swelling agent to inhibit the influx of water into a cement slurry
US7870903B2 (en) 2005-07-13 2011-01-18 Halliburton Energy Services Inc. Inverse emulsion polymers as lost circulation material
US7891424B2 (en) 2005-03-25 2011-02-22 Halliburton Energy Services Inc. Methods of delivering material downhole
KR101380171B1 (en) * 2012-07-31 2014-04-01 (주)제이엔티아이엔씨 High durable cement for semi-rigid pavement having chloride resistant cement and Semi-rigid pavement method using filling the same in asphalt with vibrating
KR101586488B1 (en) * 2015-06-16 2016-01-19 (주)대우건설 Inorganic waterstop composition with water-soluble inflation and quick setting
EP3106446A1 (en) * 2015-06-18 2016-12-21 Eidgenössische Materialprüfungs- und Forschungsanstalt EMPA Self-prestressed reinforced concrete elements

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004076808A1 (en) * 2003-02-27 2004-09-10 Halliburton Energy Services, Inc. Compositions and methods of cementing in subterranean formations using a swelling agent to inhibit the influx of water into a cement slurry
US7866394B2 (en) * 2003-02-27 2011-01-11 Halliburton Energy Services Inc. Compositions and methods of cementing in subterranean formations using a swelling agent to inhibit the influx of water into a cement slurry
US7891424B2 (en) 2005-03-25 2011-02-22 Halliburton Energy Services Inc. Methods of delivering material downhole
US7870903B2 (en) 2005-07-13 2011-01-18 Halliburton Energy Services Inc. Inverse emulsion polymers as lost circulation material
US8703657B2 (en) 2005-07-13 2014-04-22 Halliburton Energy Services, Inc. Inverse emulsion polymers as lost circulation material
KR101380171B1 (en) * 2012-07-31 2014-04-01 (주)제이엔티아이엔씨 High durable cement for semi-rigid pavement having chloride resistant cement and Semi-rigid pavement method using filling the same in asphalt with vibrating
KR101586488B1 (en) * 2015-06-16 2016-01-19 (주)대우건설 Inorganic waterstop composition with water-soluble inflation and quick setting
EP3106446A1 (en) * 2015-06-18 2016-12-21 Eidgenössische Materialprüfungs- und Forschungsanstalt EMPA Self-prestressed reinforced concrete elements
WO2016201587A1 (en) * 2015-06-18 2016-12-22 Empa Eidgenössische Material-Prüfungs Und Forschungsanstalt Self-prestressed reinforced concrete elements
US10604449B2 (en) 2015-06-18 2020-03-31 Empa Eidgenössische Materialprüfungs- Und Forschungsanstalt Self-prestressed reinforced concrete elements

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