JPH0543286A - Production of cement-based slurry composition - Google Patents
Production of cement-based slurry compositionInfo
- Publication number
- JPH0543286A JPH0543286A JP19426991A JP19426991A JPH0543286A JP H0543286 A JPH0543286 A JP H0543286A JP 19426991 A JP19426991 A JP 19426991A JP 19426991 A JP19426991 A JP 19426991A JP H0543286 A JPH0543286 A JP H0543286A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- based slurry
- foam
- slurry composition
- surfactant
- 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
Links
Landscapes
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、グラウト用セメント系
スラリー組成物の製造方法に関するものである。TECHNICAL FIELD The present invention relates to a method for producing a cement-based slurry composition for grout.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来、
セメントミルク等のグラウト用セメント系スラリーは軟
弱地盤や亀裂岩盤に注入し、地盤の結合剤として広く用
いられている。これらグラウト用セメント系スラリーは
地盤内への浸透性やパイプ輸送性を付与するために、水
/セメント比を高めて流動性を良くしている。しかし高
い流動性はスラリーの安定性を損ない、ブリージングを
起こして水分が分離し、その結果注入ポンプ内での閉塞
や地中内へ均一なセメントスラリーを送ることができず
に、水が過剰となり所定の強度が得られない。2. Description of the Related Art Conventionally, the problems to be solved by the invention
Cement-based slurries for grouting such as cement milk are widely used as a binder for ground by injecting into soft ground or cracked rock. These cement slurries for grout have a high water / cement ratio to improve fluidity in order to impart permeability into the ground and pipe transportability. However, the high fluidity impairs the stability of the slurry, causes breathing, and separates water, resulting in blockage in the injection pump and inability to send a uniform cement slurry into the ground, resulting in excess water. The desired strength cannot be obtained.
【0003】このように水/セメント比が 100%程度の
グラウト用セメント系スラリーを安定化させる手段とし
て、従来ベントナイトや水溶性高分子を添加する方法
(特開昭62−17059 号公報)があるが、十分な効果は得
られない状況であり、さらに欠点としてスラリーの粘性
の上昇や硬化体の強度低下をもたらしている。As a means for stabilizing the cement-based slurry for grout having a water / cement ratio of about 100%, there is a method of adding bentonite or a water-soluble polymer (Japanese Patent Laid-Open No. 62-17059). However, a sufficient effect cannot be obtained, and as a drawback, the viscosity of the slurry is increased and the strength of the cured product is decreased.
【0004】本発明は上記問題点を鑑み、ブリージング
や分離を抑制するセメント系スラリー組成物の製造方法
であり、安定性に極めて優れ、しかも得られる硬化物の
強度を満足するグラウト用セメント系スラリー組成物を
提供するものである。In view of the above-mentioned problems, the present invention is a method for producing a cement-based slurry composition which suppresses breathing and separation, and is extremely excellent in stability, and moreover the cement-based slurry for grout which satisfies the strength of the obtained cured product. A composition is provided.
【0005】[0005]
【課題を解決するための手段】本発明者等は、セメント
系スラリーに界面活性剤水溶液の泡沫(泡の集合体)を
混入させることにより、ブリージングや分離を抑制でき
ることを見出し、本発明を完成するに到ったものであ
る。即ち、本発明はセメント系スラリーに特定量の界面
活性剤水溶液の泡沫を混入させるもので、泡沫粒子によ
ってセメント粒子と水との接点を多くすることでブリー
ジングを防ぐものであり、更に球状の泡沫粒子が混入す
ることで流動性が向上し、地盤内への浸透性が著しく改
善されるものである。Means for Solving the Problems The present inventors have found that breathing and separation can be suppressed by mixing foam (aggregate of bubbles) of an aqueous solution of a surfactant in cement-based slurry, and completed the present invention. It came to do. That is, the present invention is to mix a specific amount of a foam of a surfactant aqueous solution into a cement-based slurry, to prevent breathing by increasing the contact points between the cement particles and water by the foam particles, and a spherical foam. By mixing the particles, the fluidity is improved and the permeability into the ground is significantly improved.
【0006】一般の起泡剤混入法では、微細で安定な泡
を得ることができず、ブリージングの抑制効果は不十分
であるが、本発明によれば微細で安定な泡の混入が可能
となる。本発明は、界面活性剤水溶液の泡沫をセメント
系スラリーに5〜30容量%混入させることを特徴とする
グラウト用セメント系スラリー組成物の製造方法に関す
る。混入させる泡沫量が5容量%未満では十分なブリー
ジング抑制効果が得られないし、一方30容量%を超える
混入量は粘性と強度低下が大きくなり、実用的ではな
い。[0006] In the general foaming agent mixing method, fine and stable foams cannot be obtained, and the effect of suppressing breathing is insufficient, but according to the present invention, fine and stable foams can be mixed. Become. The present invention relates to a method for producing a cementitious slurry composition for grout, which comprises mixing 5 to 30% by volume of a foam of an aqueous surfactant solution into the cementitious slurry. If the amount of foam to be mixed is less than 5% by volume, a sufficient effect of suppressing breathing cannot be obtained, while if the amount of mixed foam exceeds 30% by volume, the viscosity and strength are greatly reduced, which is not practical.
【0007】界面活性剤水溶液の泡沫をセメント系スラ
リーに混入させるには、界面活性剤の水溶液を発泡機を
用いてセメント系スラリーに投入する方法で行ない得
る。この方法によれば、投入する泡は微細で気泡分布の
変動が少なく安定した泡を得ることができることから、
ブリージング抑制と流動性に顕著な効果を示すものであ
る。本発明に用いる界面活性剤はイオン性や構造を限定
するものではなく、表面張力が14〜40dyne/cmの範囲で
あれば、界面活性剤水溶液の濃度にはこだわらない。こ
の水溶液の表面張力が40dyne/cm以上になると発泡性が
低下する。また、この水溶液の表面張力が14dyne/cm以
下の界面活性剤は現在存在しないので、界面活性剤の水
溶液の表面張力は14〜40dyne/cmが好適である。界面活
性剤の一例を挙げれば、アルキル脂肪酸塩、アビエチン
酸塩、アルキル硫酸エステル塩、アルキルベンゼンスル
ホン酸塩、ポリオキシエチレンアルキル硫酸エステル
塩、ポリオキシエチレンアルキルエーテル、ポリオキシ
エチレンアルキルフェニルエーテル、アルキルトリメチ
ルアンモニウムクロライド、アルキルベタイン等で、こ
れらの一種又は二種以上を単独又は併用することが可能
である。To mix the foam of the aqueous surfactant solution into the cement-based slurry, the aqueous solution of the surfactant may be added to the cement-based slurry by using a foaming machine. According to this method, the bubbles to be added are fine, and it is possible to obtain stable bubbles with little fluctuation in the bubble distribution.
It has a remarkable effect on breathing suppression and fluidity. The surfactant used in the present invention does not limit the ionicity or the structure, and the surface tension in the range of 14 to 40 dyne / cm does not depend on the concentration of the surfactant aqueous solution. When the surface tension of this aqueous solution is 40 dyne / cm or more, the foamability is reduced. Further, since there is currently no surfactant having a surface tension of the aqueous solution of 14 dyne / cm or less, the surface tension of the aqueous solution of the surfactant is preferably 14 to 40 dyne / cm. Examples of surfactants include alkyl fatty acid salts, abietic acid salts, alkyl sulfuric acid ester salts, alkylbenzene sulfonic acid salts, polyoxyethylene alkyl sulfuric acid ester salts, polyoxyethylene alkyl ethers, polyoxyethylene alkylphenyl ethers, alkyl trimethyls. Ammonium chloride, alkyl betaine, etc. can be used alone or in combination of two or more.
【0008】本発明に使用する泡沫の平均粒径は10〜 5
00μmが顕著なブリージング抑制を示す。泡沫の平均粒
径が10μm未満のものを工業的に製造するのは極めて困
難であり、一方 500μmを超える泡沫では表面積が小さ
くなることからブリージング抑制効果が低下する。泡沫
の粒径の調整は発泡機の圧縮空気の調整で行うことがで
きる。泡沫を生成する発泡機としては特に限定されるも
のではなく、石膏ボード用の発泡機や軽量コンクリート
等に使用される発泡機等を用いることができる。The average particle size of the foam used in the present invention is 10 to 5
00 μm shows remarkable suppression of breathing. It is extremely difficult to industrially produce foams having an average particle size of less than 10 μm, whereas foams having an average particle size of more than 500 μm have a small surface area and thus the effect of suppressing breathing is reduced. The particle size of the foam can be adjusted by adjusting the compressed air of the foaming machine. The foaming machine that generates foam is not particularly limited, and a foaming machine for gypsum board, a foaming machine used for lightweight concrete, or the like can be used.
【0009】本発明の対象となるセメント系スラリー組
成物は、普通ポルトランドセメント、早強ポルトランド
セメント、高炉セメント、フライアッシュセメント等の
セメント類を主成分とするものであるが、各種の混和材
(剤)、例えば高炉スラグ、フライアッシュ、シリカヒ
ューム、減水剤、高性能減水剤、早強剤、遅延剤や増粘
剤等を含むものも対象となり、限定するものではない。The cement-based slurry composition which is the subject of the present invention is mainly composed of cements such as ordinary Portland cement, early strength Portland cement, blast furnace cement and fly ash cement, but various admixtures ( Agents), for example, those containing blast furnace slag, fly ash, silica fume, water reducing agent, high performance water reducing agent, early strengthening agent, retarding agent, thickening agent, etc., are not limited.
【0010】[0010]
【実施例】以下、実施例により本発明を詳細に説明する
が、本発明はこれらの実施例に限定されるものではな
い。実施例1〜9及び比較例1〜4 普通ポルトランドセメントスラリーに界面活性剤水溶液
の泡沫を混入してスラリーの物性を測定した。表1に使
用した界面活性剤、界面活性剤水溶液の濃度、同濃度に
於けるこの水溶液の表面張力、及び泡の平均粒径を示
す。表面張力の測定はウィルヘルミー式表面張力計
〔(株)島津製作所製〕を使用した。泡の平均粒径は、
泡の顕微鏡写真を用い、画像解析装置〔(株)ニレコ
製〕により泡の画像を解析することによって測定した。
泡沫の粒径は発泡機の圧力を調整することによりコント
ロールした。図1に発泡機の概要図を示す。図1に於て
圧縮空気1と界面活性剤水溶液2を直径3mmのガラスビ
ーズより成る発泡機本体5に、界面活性剤水溶液2を注
入ポンプ(図示しない)で、又圧縮空気1を1〜4Kg/c
m2の圧力で別々の入口管より送り込み、発泡機本体5内
で界面活性剤水溶液2が発泡することにより、泡沫4を
得ることが出来る。尚、泡沫投入量の管理は、発泡機本
体5に投入する界面活性剤水溶液2と圧縮空気1によっ
て規定される泡沫量の関係(界面活性剤水溶液量と生成
泡沫量との直線関係)を予め求めておき、界面活性剤水
溶液量により泡沫投入量を管理するものである。The present invention will be described in detail below with reference to examples, but the present invention is not limited to these examples. Examples 1-9 and Comparative Examples 1-4 The physical properties of the ordinary Portland cement slurries were mixed with the foam of the aqueous surfactant solution. Table 1 shows the surfactant used, the concentration of the aqueous surfactant solution, the surface tension of the aqueous solution at the same concentration, and the average particle size of bubbles. The surface tension was measured using a Wilhelmy surface tensiometer (manufactured by Shimadzu Corporation). The average particle size of the bubbles is
The measurement was performed by analyzing the image of the foam with an image analyzer (manufactured by Nireco Co., Ltd.) using a micrograph of the foam.
The particle size of the foam was controlled by adjusting the pressure of the foaming machine. FIG. 1 shows a schematic view of the foaming machine. In FIG. 1, compressed air 1 and surfactant aqueous solution 2 are injected into a foaming machine body 5 made of glass beads having a diameter of 3 mm, and surfactant aqueous solution 2 is injected by a pump (not shown), and compressed air 1 is 1 to 4 kg. / c
Foam 4 can be obtained by sending the solution through a separate inlet pipe at a pressure of m 2 to foam aqueous solution of surfactant 2 in foaming machine main body 5. In addition, the management of the amount of foaming is carried out by preliminarily determining the relationship between the amount of foaming solution 2 and the amount of foaming water to be charged into the foaming machine body 5 (the linear relationship between the amount of surfactant solution and the amount of foaming product). The amount of foam input is controlled according to the amount of the aqueous surfactant solution.
【0011】[0011]
【表1】 [Table 1]
【0012】表1の結果より、ラウリル硫酸ナトリウム
の0.07重量%界面活性剤水溶液(実験番号11)の様に表
面張力が40dyne/cm以上になると、粒径の小さな泡の生
成は困難となることが判る。From the results shown in Table 1, when the surface tension is 40 dyne / cm or more like the 0.07% by weight sodium lauryl sulfate aqueous solution of surfactant (Experiment No. 11), it is difficult to form bubbles having a small particle size. I understand.
【0013】表2に実施したセメントスラリーの配合と
表1の泡沫混入量及びブリージング率と圧縮強度につい
て示す。Table 2 shows the composition of the cement slurry carried out, the amount of foam mixed in Table 1, the breathing rate and the compressive strength.
【0014】[0014]
【表2】 [Table 2]
【0015】表2中の内容を下記に示す。 W: 水 C: セメント *1: ブリージングが多く、所定の寸法が得られず測定
不能。 *2: メチルセルローズ〔ハイメトローズ−10000 、
(株)信越化学製〕 表2の結果より、本発明品は比較品と比べてブリージン
グ抑制と強度に対して顕著な結果を示し、グラウト用セ
メント系スラリー組成物の製造方法として好適であるこ
とが判る。The contents of Table 2 are shown below. W: Water C: Cement * 1: There is a lot of breathing, and the specified dimensions cannot be obtained, so measurement is not possible. * 2: Methyl Cellulose [High Metroses-10000,
Shin-Etsu Chemical Co., Ltd.] From the results in Table 2, the product of the present invention shows remarkable results in breathing suppression and strength as compared with the comparative product, and is suitable as a method for producing a cement-based slurry composition for grout. I understand.
【0016】[0016]
【発明の効果】本発明によって得られる組成物を用いる
ことにより、グラウト用セメント系スラリーのブリージ
ングや材料分離が解消され、ポンプ圧送時のスラリーの
閉塞や地中内への不均一性が改善されるので地盤結合剤
として広く利用することが可能となる。EFFECTS OF THE INVENTION By using the composition obtained by the present invention, bleeding of cement-based slurry for grout and material separation are eliminated, and clogging of the slurry during pumping and non-uniformity in the ground are improved. Therefore, it can be widely used as a ground binder.
【図1】発泡機の概要図である。FIG. 1 is a schematic view of a foaming machine.
1 圧縮空気 2 界面活性剤水溶液 3 ガラスビーズ 4 泡沫 5 発泡機本体 1 Compressed air 2 Surfactant aqueous solution 3 Glass beads 4 Foam 5 Main body of foaming machine
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C04B 24:04) 2102−4G (C04B 28/04 24:20) 2102−4G (C04B 28/04 24:12) 2102−4G (C04B 28/04 24:02) 2102−4G (C04B 28/04 24:16) 2102−4G ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Office reference number FI technical display location C04B 24:04) 2102-4G (C04B 28/04 24:20) 2102-4G (C04B 28/04) 24:12) 2102-4G (C04B 28/04 24:02) 2102-4G (C04B 28/04 24:16) 2102-4G
Claims (3)
ラリーに5〜30容量%混入させてなることを特徴とする
グラウト用セメント系スラリー組成物の製造方法。1. A method for producing a cement-based slurry composition for grout, which comprises mixing 5 to 30% by volume of a foam of an aqueous surfactant solution into the cement-based slurry.
ne/cmである請求項1記載のグラウト用セメント系スラ
リー組成物の製造方法。2. The surface tension of the aqueous surfactant solution is 14 to 40 dy.
The method for producing a cement-based slurry composition for grout according to claim 1, wherein the method is ne / cm.
ある請求項1記載のグラウト用セメント系スラリー組成
物の製造方法。3. The method for producing a cementitious slurry composition for grout according to claim 1, wherein the average particle size of the foam is in the range of 10 to 500 μm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19426991A JPH0543286A (en) | 1991-08-02 | 1991-08-02 | Production of cement-based slurry composition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19426991A JPH0543286A (en) | 1991-08-02 | 1991-08-02 | Production of cement-based slurry composition |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0543286A true JPH0543286A (en) | 1993-02-23 |
Family
ID=16321817
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19426991A Pending JPH0543286A (en) | 1991-08-02 | 1991-08-02 | Production of cement-based slurry composition |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0543286A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004067453A (en) * | 2002-08-07 | 2004-03-04 | Kao Corp | Void filling material and void filling work |
JP2006241777A (en) * | 2005-03-02 | 2006-09-14 | Shimizu Corp | Chemical feeding method |
JP2006336218A (en) * | 2005-05-31 | 2006-12-14 | Shimizu Corp | Chemical grouting method and chemical grouting device |
JP2007009422A (en) * | 2005-06-28 | 2007-01-18 | Shimizu Corp | Chemical injection construction method and chemical injector |
JP2007023496A (en) * | 2005-07-12 | 2007-02-01 | Shimizu Corp | Chemical injection construction method, and chemical injection system |
JP2009035453A (en) * | 2007-08-02 | 2009-02-19 | Takenaka Komuten Co Ltd | Method for fluidizing soil cement slurry |
JP2017519635A (en) * | 2014-06-05 | 2017-07-20 | サン−ゴバン・プラコ・エスアーエスSaint−Gobain Placo Sas | Apparatus and method for making foam |
-
1991
- 1991-08-02 JP JP19426991A patent/JPH0543286A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004067453A (en) * | 2002-08-07 | 2004-03-04 | Kao Corp | Void filling material and void filling work |
JP2006241777A (en) * | 2005-03-02 | 2006-09-14 | Shimizu Corp | Chemical feeding method |
JP2006336218A (en) * | 2005-05-31 | 2006-12-14 | Shimizu Corp | Chemical grouting method and chemical grouting device |
JP2007009422A (en) * | 2005-06-28 | 2007-01-18 | Shimizu Corp | Chemical injection construction method and chemical injector |
JP4587039B2 (en) * | 2005-06-28 | 2010-11-24 | 清水建設株式会社 | Chemical injection method and chemical injection device |
JP2007023496A (en) * | 2005-07-12 | 2007-02-01 | Shimizu Corp | Chemical injection construction method, and chemical injection system |
JP2009035453A (en) * | 2007-08-02 | 2009-02-19 | Takenaka Komuten Co Ltd | Method for fluidizing soil cement slurry |
JP2017519635A (en) * | 2014-06-05 | 2017-07-20 | サン−ゴバン・プラコ・エスアーエスSaint−Gobain Placo Sas | Apparatus and method for making foam |
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