JPH08319484A - Production of suspension - Google Patents

Production of suspension

Info

Publication number
JPH08319484A
JPH08319484A JP12801695A JP12801695A JPH08319484A JP H08319484 A JPH08319484 A JP H08319484A JP 12801695 A JP12801695 A JP 12801695A JP 12801695 A JP12801695 A JP 12801695A JP H08319484 A JPH08319484 A JP H08319484A
Authority
JP
Japan
Prior art keywords
grout
suspension
powder
water
cement
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
JP12801695A
Other languages
Japanese (ja)
Other versions
JP3480528B2 (en
Inventor
Etsuro Asakura
悦郎 朝倉
Minoru Nishimura
稔 西村
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.)
Mitsubishi Materials Corp
Original Assignee
Mitsubishi Materials Corp
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 Mitsubishi Materials Corp filed Critical Mitsubishi Materials Corp
Priority to JP12801695A priority Critical patent/JP3480528B2/en
Publication of JPH08319484A publication Critical patent/JPH08319484A/en
Application granted granted Critical
Publication of JP3480528B2 publication Critical patent/JP3480528B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0067Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability making use of vibrations
    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0003Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability making use of electric or wave energy or particle radiation
    • C04B40/0021Sonic or ultrasonic waves, e.g. to initiate sonochemical reactions
    • 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
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/50Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials
    • C04B41/5076Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials with masses bonded by inorganic cements

Landscapes

  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Health & Medical Sciences (AREA)
  • Toxicology (AREA)
  • Mixers With Rotating Receptacles And Mixers With Vibration Mechanisms (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PURPOSE: To obtain a suspension grout excellent in penetration and giving a high efficiency of injection. CONSTITUTION: A process for producing a suspension grout by dispersing a powder composed mainly of cement in water, wherein vibration is imparted by means of ultrasonic waves and/or a vibrator to disintegrate the agglomerated mass of the powder. The formation of coarse particles comprising the agglomerated mass can be prevented by the forced dispersion by means of ultrasonic waves and/or the vibrator. Because of an excellent penetration, the produced grout can be readily injected and effectively penetrated into the fine cracks and gaps of soft grounds, rock beds and concretes into which conventional suspension grouts could not be injected, so that it is possible to strengthen and improve these grounds, rock beds and concretes.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は懸濁液の製造方法に係
り、特に、軟弱地盤の改良、湧水防止、岩盤やコンクリ
ートの強化のために、亀裂や空隙に充填して使用される
懸濁系グラウトの製造に好適な懸濁液の製造方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a suspension, and more particularly to a suspension used for filling cracks and voids for improving soft ground, preventing spring water, and strengthening rock and concrete. The present invention relates to a method for producing a suspension suitable for producing a turbid grout.

【0002】[0002]

【従来の技術】従来、軟弱地盤の改良、湧水防止、岩盤
やコンクリートの強化のために、亀裂や空隙に、セメン
ト系粉体を水に分散させた懸濁系グラウトを充填するグ
ラウトの注入工法が適用されている。このグラウトの注
入工法に用いられるグラウトは、一般に、ポルトランド
セメント、粘土鉱物、高炉スラグやフライアッシュなど
の混合粉体を水に分散させて懸濁液としたものである。
2. Description of the Related Art Conventionally, in order to improve soft ground, prevent spring water, and strengthen rock and concrete, injection of grout to fill cracks and voids with suspension grout in which cement powder is dispersed in water The construction method is applied. The grout used in this grout pouring method is generally a suspension prepared by dispersing mixed powder of Portland cement, clay mineral, blast furnace slag, fly ash, etc. in water.

【0003】従来、グラウト用混合粉体は、ミキサーに
より所定量の水に混合分散されて懸濁系グラウトが製造
されている。この、懸濁系グラウトの製造に用いられる
ミキサーには、グラウトミキサーとポンプを一つに組み
込んだもの、或いは、ジェットミキサーやカニフミキサ
ーなどのように圧送機を兼ねたミキサーがある。グラウ
トミキサーは、タンクに回転翼が付いた回転軸が取り付
けられ、回転翼の巻き起こす渦とタンク内の対流によっ
てグラウトを混練する。なお、ベントナイトやエアモル
タル用には、回転速度が最大10000rpm程度の高
速度のものが使用されている。
Conventionally, the mixed powder for grout is mixed and dispersed in a predetermined amount of water by a mixer to produce a suspension grout. The mixer used for producing the suspension grout includes a grout mixer and a pump integrated in one unit, or a mixer such as a jet mixer or a Kanifu mixer which also serves as a pressure feeder. In the grout mixer, a rotary shaft having a rotary blade is attached to a tank, and the grout is kneaded by a vortex generated by the rotary blade and convection in the tank. For bentonite and air mortar, a high-speed one having a maximum rotation speed of about 10,000 rpm is used.

【0004】[0004]

【発明が解決しようとする課題】ところで、グラウトを
コンクリートの亀裂や地盤の空隙に注入するに当り、グ
ラウトを容易に注入するためには、グラウト中の分散粒
子が土粒子又は亀裂の間隙を通過し易い大きさの粒子径
である必要がある。
By the way, when pouring grout into cracks in concrete or voids in the ground, in order to easily inject grout, dispersed particles in the grout pass through pores of soil particles or cracks. It is necessary to have a particle size of a size that is easy to do.

【0005】しかしながら、従来、グラウトに用いられ
ているポルトランドセメント、粘土鉱物等の混合粉体を
上記ミキサーで水に分散させて得られた懸濁系グラウト
では、水中で懸濁させた状態において、実際には各粉体
粒子が互いに凝集して大きな粒子塊となっている。グラ
ウトに使用される個々の粉体の粒度は、完全分散に近い
状態で測定するため粗大粒子は少ない値となっている
が、これを水に分散させた懸濁系グラウト中では粉体が
凝集して、粗大粒子塊が多量に生成する。
However, in the suspension grout obtained by dispersing the mixed powder of Portland cement, clay mineral, etc., which has been conventionally used for grout, in water with the above mixer, in a state of being suspended in water, Actually, the powder particles are aggregated with each other to form a large particle mass. The particle size of each powder used in the grout is measured in a state close to complete dispersion, so the number of coarse particles is small, but in a suspension type grout in which this is dispersed in water, the powder aggregates. Then, a large amount of coarse particle aggregates are generated.

【0006】このため、従来の懸濁系グラウトでは、注
入口に近いところにある亀裂や空隙などの流路で、この
凝集塊が捕集されたり、流路幅急変部などで目詰りを生
ずるなどして、その内部にグラウトが浸透できなくなる
ことが多い。このようなことから、従来、細粒の砂岩層
には懸濁系グラウトを注入できず、地盤改良や岩盤強化
ができないため、その後の工事に着手できないケースが
多かった。因みに、従来の懸濁系グラウトの製造方法で
は、高速回転のミキサーで撹拌しても、グラウト中の粉
体が凝集してできた粒子塊はほぐれず、凝集粗大粒子が
残るため、細粒砂岩質の岩盤には注入できなかった。
Therefore, in the conventional suspension type grout, the aggregates are collected in the flow passages such as cracks and voids near the injection port, and the flow passage width sudden change portion is clogged. As a result, grout often cannot penetrate into the inside. For this reason, conventionally, it was not possible to inject the suspension grout into the fine-grained sandstone layer, and it was not possible to improve the ground or strengthen the bedrock, so that it was often the case that the subsequent work could not be undertaken. By the way, in the conventional method for producing suspension-type grout, even if it is stirred with a high-speed rotating mixer, the particle aggregates formed by the agglomeration of the powder in the grout do not loosen, and agglomerated coarse particles remain, so that the fine sandstone It could not be injected into quality rock.

【0007】一般に、注入用グラウトに使用するセメン
トの最大粒子径は、亀裂幅の1/3、地層を構成する粒
子径の約1/10といわれている。このように、グラウ
トが浸透する間隔の幅が、セメントの最大粒子径より極
めて大きく設定されているのは、主にこの凝集粒子塊が
生成するためと考えられる。
Generally, the maximum particle size of cement used for pouring grout is said to be 1/3 of the crack width and about 1/10 of the particle size of the formation. As described above, the width of the interval in which the grout permeates is set to be extremely larger than the maximum particle diameter of the cement, mainly because this aggregate particle aggregate is generated.

【0008】従って、大きな径の凝集塊をほぐせば、狭
い間隔へのグラウトの浸透性が向上すると言える。
Therefore, it can be said that by loosening the agglomerates having a large diameter, the permeability of grout into a narrow space is improved.

【0009】本発明は上記従来の実情に鑑みてなされた
ものであって、粉体の凝集粒子塊をほぐす強力な分散促
進作用を得ることができ、このため、浸透性に優れ、注
入効率の高い懸濁系グラウトを容易に製造することがで
きる懸濁液の製造方法を提供することを目的とする。
The present invention has been made in view of the above-mentioned conventional circumstances, and it is possible to obtain a strong dispersion promoting action for loosening agglomerated agglomerates of powder, and therefore excellent permeability and injection efficiency. It is an object of the present invention to provide a method for producing a suspension capable of easily producing a highly suspended grout.

【0010】[0010]

【課題を解決するための手段】請求項1の懸濁液の製造
方法は、粉体を水に分散させて懸濁液を製造するに当
り、超音波及び/又はバイブレーターによる振動を付与
して粉体の凝集塊をほぐすことを特徴とする。
According to a first aspect of the present invention, there is provided a method for producing a suspension in which a powder is dispersed in water to produce a suspension by applying an ultrasonic wave and / or a vibration by a vibrator. Characterized by loosening agglomerates of powder.

【0011】請求項2の懸濁液の製造方法は、請求項1
の方法において、セメントを主成分とする粉体を水に分
散させて懸濁系グラウトを製造することを特徴とする。
The method for producing a suspension according to claim 2 is the method according to claim 1.
In the above method, a powder containing cement as a main component is dispersed in water to produce a suspension grout.

【0012】請求項3の懸濁液の製造方法は、請求項1
又は2の方法において、界面活性剤を添加した後、又は
添加しつつ前記振動を付与することを特徴とする。
The method for producing a suspension according to claim 3 is the method according to claim 1.
In the method of 2 or 2, the vibration is applied after or while adding the surfactant.

【0013】即ち、本発明者らは、グラウト用粉体の凝
集粒子塊をほぐして浸透性、注入効率に優れた懸濁系グ
ラウトを製造するべく鋭意研究を重ねた結果、懸濁系グ
ラウトの製造時に、超音波やバイブレーターで振動を付
与すると、セメント系粉体の凝集塊がほぐれて、粗大粒
子が消失して、グラウトの浸透性が飛躍的に向上するこ
とを見出した。また、その際に、グラウト中の粉体の分
散を促進する界面活性剤を使用すると、凝集した粉体の
ほぐれが一層容易になり、注入量の増大及びより一層の
浸透性の向上を図ることができることを見出した。
That is, the inventors of the present invention have conducted extensive studies to loosen the agglomerated particles of the grout powder to produce a suspension grout having excellent permeability and injection efficiency. It was found that when vibration is applied by ultrasonic waves or a vibrator at the time of production, aggregates of cement-based powder are loosened, coarse particles disappear, and the permeability of grout is dramatically improved. At that time, if a surfactant that promotes the dispersion of the powder in the grout is used, it becomes easier to loosen the agglomerated powder, and the injection amount is increased and the permeability is further improved. I found that I can do it.

【0014】本発明は上記知見に基き完成されたもので
ある。
The present invention has been completed based on the above findings.

【0015】以下に本発明を詳細に説明する。The present invention will be described in detail below.

【0016】なお、以下においては、本発明の懸濁液の
製造方法により、懸濁系グラウトを製造する場合につい
て主に説明するが、本発明は懸濁系グラウトに限らず、
泥漿、モルタルやコンクリートを構成するセメントペー
スト等の懸濁液の製造にも有効である。
In the following, the case of producing a suspension grout by the method for producing a suspension of the present invention will be mainly described, but the present invention is not limited to the suspension grout.
It is also effective for the production of suspensions such as slurry, mortar and cement paste that constitutes concrete.

【0017】本発明の要旨とするところは、グラウト用
粉体を水に分散させて懸濁液を製造するに当り、粉体粒
子の凝集塊をほぐすために、従来の回転翼による粉体の
分散作用よりも強力な振動を与えることを特徴とするも
のである。具体的には、超音波及び/又はバイブレータ
ーを使用する。これらの振動は、回転翼による撹拌中及
び/又は撹拌後に付与するのが分散効率が高く、望まし
い。更に、この分散処理の際に、分散を促進する界面活
性剤を使用することにより、凝集した粉体をより一層効
果的にほぐすことができるようになり、得られるグラウ
トの注入量の増大及び浸透の継続時間の向上を図ること
ができる。また、超音波及び/又はバイブレーターをか
ける時間を短縮することができるようになる。
The gist of the present invention is to disperse a powder for grout in water to produce a suspension, and to loosen agglomerates of the powder particles, a conventional rotor blade is used to It is characterized by giving stronger vibration than the dispersion action. Specifically, ultrasonic waves and / or vibrators are used. It is desirable that these vibrations be applied during and / or after stirring by the rotary blades because the dispersion efficiency is high. Furthermore, by using a surfactant that promotes dispersion during this dispersion treatment, it becomes possible to more effectively loosen the agglomerated powder, and increase the injection amount and penetration of the resulting grout. The duration of can be improved. Further, it becomes possible to shorten the time for applying the ultrasonic wave and / or the vibrator.

【0018】本発明において、超音波で振動を付与する
場合には、出力10〜2000W程度の超音波発信機を
用いれば良い。また、バイブレーターで振動を付与する
場合には、振動数が5000〜15000vpm程度の
バイブレーターを用いるのが好ましい。
In the present invention, when vibration is applied by ultrasonic waves, an ultrasonic transmitter with an output of about 10 to 2000 W may be used. Further, when the vibration is applied by the vibrator, it is preferable to use a vibrator having a frequency of about 5000 to 15000 vpm.

【0019】一般には、本発明の方法は、水と、セメン
ト或いはセメントに粘土鉱物、高炉スラグ、フライアッ
シュ等を混合してなるグラウト用粉体とを所定の割合、
例えば水粉体比2〜10程度で常法に従って、ミキサー
で200〜800rpm程度の速度で0.5〜2分程度
撹拌した後、得られる混練物に超音波及び/又はバイブ
レーターで0.5〜5分程度振動を付与する強制分散処
理を施すことにより実施される。
Generally, in the method of the present invention, water and cement or a powder for grout prepared by mixing cement or cement with clay mineral, blast furnace slag, fly ash, etc. at a predetermined ratio,
For example, after agitating with a mixer at a speed of about 200 to 800 rpm for about 0.5 to 2 minutes at a water powder ratio of about 2 to 10 according to a conventional method, the resulting kneaded product is ultrasonically and / or with a vibrator of about 0.5 to 2 minutes. It is carried out by performing a forced dispersion process that imparts vibration for about 5 minutes.

【0020】なお、グラウト用粉体の粒径はその浸透性
の面から、最大粒子径50μm以下であることが好まし
い。
The particle size of the grout powder is preferably 50 μm or less in terms of its permeability.

【0021】また、界面活性剤を用いる場合、界面活性
剤は、上記撹拌処理時、強制分散処理時のいずれに添加
しても良く、また、グラウト用粉体に予め混合して用い
ても良い。
When a surfactant is used, the surfactant may be added either during the stirring treatment or the forced dispersion treatment, or may be mixed with the grout powder in advance. .

【0022】使用する界面活性剤としては、リグニンス
ルフォン酸塩及びその誘導体、オキシカルボン酸塩、ポ
リオール誘導体、ポリカルボン酸塩、ナフタレンスルフ
ォン酸ホルマリン高縮合物、メラミンスルフォン酸ホル
マリン縮合物、アルキルアリルスルフォン酸ポリマー、
高縮合トリアジン系化合物、メチロールメラミン縮合
物、含窒素型スルフォン酸塩、アミノスルフォン酸塩な
どを主成分とする化学混和剤が挙げられる。
As the surfactant to be used, lignin sulfonate and its derivative, oxycarboxylate, polyol derivative, polycarboxylate, naphthalene sulfonic acid formalin high condensate, melamine sulfonic acid formalin condensate, alkylallyl sulfone. Acid polymer,
Examples include chemical admixtures containing a highly condensed triazine compound, a methylol melamine condensate, a nitrogen-containing sulfonate, and an aminosulfonate as a main component.

【0023】界面活性剤の添加量は、凝集した粉体のほ
ぐれ具合や注入性状をみながら適宜調整されるが、通常
の場合、グラウト用粉体に対して1〜3重量%とするの
が好ましい。
The amount of the surfactant added is appropriately adjusted depending on the degree of loosening of the agglomerated powder and the injection property, but in the usual case, it is 1 to 3% by weight relative to the grout powder. preferable.

【0024】[0024]

【作用】超音波やバイブレーターの振動で強制分散処理
することにより、分散系内で多量に生成した粉体の凝集
塊の粗大粒子が効果的にほぐされて消滅する。その結
果、従来、微粒子からなるセメントを使用した懸濁系グ
ラウトでも、凝集塊の粗大粒子の存在のために注入でき
なかった細粒砂岩の岩盤や地盤にも、グラウトが多量か
つ円滑に浸透するようになる。更に、グラウト中の気泡
を減少させるため、浸透後のグラウトの充填性が良好と
なる。
By performing the forced dispersion treatment with ultrasonic waves or vibration of a vibrator, coarse particles of a large amount of agglomerates of powder generated in the dispersion system are effectively loosened and disappear. As a result, a large amount and smooth penetration of grout into suspension-type grouts using fine-grained cements and fine sandstone rocks and ground that could not be injected due to the presence of coarse particles in agglomerates. Like Furthermore, since the bubbles in the grout are reduced, the filling property of the grout after permeation becomes good.

【0025】本発明の方法は特にセメントミルク系グラ
ウトの製造に有効であり、グラウトの分離抵抗性の向上
にも効果的である。
The method of the present invention is particularly effective for producing cement milk-based grout, and is also effective for improving the separation resistance of grout.

【0026】また、本発明において、分散性向上のため
の界面活性剤を併用する場合、その使用量を低減するこ
とができ、少ない界面活性剤使用量にて、より一層優れ
た改善効果を得ることができる。
Further, in the present invention, when a surfactant for improving the dispersibility is used in combination, the amount of the surfactant used can be reduced, and a more excellent improving effect can be obtained with a small amount of the surfactant used. be able to.

【0027】[0027]

【実施例】以下に実施例及び比較例を挙げて本発明をよ
り具体的に説明するが、本発明はその要旨を超えない限
り、以下の実施例に限定されるものではない。
EXAMPLES The present invention will be described in more detail with reference to Examples and Comparative Examples, but the present invention is not limited to the following Examples unless it exceeds the gist.

【0028】実施例1 三菱マテリアル(株)製超微粒子セメント「ファインハ
ード」(最大粒子径12μm)を、水セメント比6の割
合で、500rpmのハンドミキサーで30秒間混練し
た後、混練物中に、振動数が7000vpmの棒状バイ
ブレーターを挿入して60秒間強制分散処理を行った。
Example 1 Ultrafine particle cement "Finehard" (maximum particle diameter 12 µm) manufactured by Mitsubishi Materials Corp. was mixed at a water cement ratio of 6 with a hand mixer of 500 rpm for 30 seconds, and then kneaded into the mixture. Then, a bar-shaped vibrator having a frequency of 7000 vpm was inserted and forced dispersion treatment was performed for 60 seconds.

【0029】得られた懸濁系グラウトについて、下記方
法により、分散粒子の粒度分布を調べると共に分散性及
び浸透性を調べ、結果を表1に示した。
With respect to the obtained suspension grout, the particle size distribution of dispersed particles and the dispersibility and permeability were examined by the following method, and the results are shown in Table 1.

【0030】[粒度分布]水を媒体として超音波等で強
制分散処理を行わない状態で、レーザー回折式粒度計で
測定した。
[Particle size distribution] The particle size distribution was measured with a laser diffraction type particle size meter in a state where forced dispersion treatment was not carried out with water as a medium such as ultrasonic waves.

【0031】[分散性]グラウトをメスシリンダーに入
れて、沈降容積の経時変化を測定することにより、分散
性を評価した。
[Dispersibility] The grout was put in a graduated cylinder and the change with time of the sedimentation volume was measured to evaluate the dispersibility.

【0032】[浸透性]グラウト100ccを、ビーカ
ーに入れて、200mlの円筒形分液ロート中に厚さ2
00mmに充填したセメントの強さ試験用標準砂(粒子
径0.1〜0.3mm)の層の上から流して、その浸透
深さを測定した。
[Permeability] 100 cc of grout was placed in a beaker and the thickness of 2 was put in a 200 ml cylindrical separatory funnel.
The penetration depth was measured by pouring from the top of a layer of standard sand (particle size 0.1 to 0.3 mm) for strength test of cement filled to 00 mm.

【0033】実施例2 実施例1において、強制分散処理を、作動中の出力が1
50Wの超音波洗浄機に混練物を入れたビーカーを60
秒間浸漬して行ったこと以外は同様にしてグラウトを製
造し、同様に粒度分布、分散性及び浸透性を調べ、結果
を表1に示した。
Second Embodiment In the first embodiment, the forced distribution process is performed and the output during operation is 1
Place a beaker containing the kneaded material in a 50 W ultrasonic cleaner 60
A grout was produced in the same manner except that it was immersed for 2 seconds, and the particle size distribution, dispersibility and permeability were examined in the same manner, and the results are shown in Table 1.

【0034】比較例1 実施例1において、強制分散処理を行わなかったこと以
外は同様にしてグラウトを製造し、同様に粒度分布、分
散性及び浸透性を調べ、結果を表1に示した。
Comparative Example 1 A grout was prepared in the same manner as in Example 1 except that the forced dispersion treatment was not carried out, and the particle size distribution, dispersibility and permeability were examined in the same manner. The results are shown in Table 1.

【0035】表1より明らかなように、ミキサーで混練
後に、バイブレーター又は超音波で強制分散処理するこ
とにより、凝集した粗大粒子が減少して、分散性及び砂
層への浸透性が飛躍的に向上する。特に、超音波による
強制分散処理では、その傾向が顕著である。
As is clear from Table 1, by kneading with a mixer and then forcibly dispersing with a vibrator or ultrasonic waves, agglomerated coarse particles are reduced, and the dispersibility and the permeability to the sand layer are dramatically improved. To do. In particular, the tendency is remarkable in the forced dispersion treatment using ultrasonic waves.

【0036】[0036]

【表1】 [Table 1]

【0037】実施例3 三菱マテリアル(株)製超微粒子セメント「ファインハ
ード」(最大粒子径12μm)とカオリン(最大粒子径
5μm)を、等重量で混ぜて注入用粉体とし、水粉体比
6の割合で、500rpmのハンドミキサーで30秒間
混練した後、実施例2と同様にして強制分散処理を行っ
てグラウトを得、同様に粒度分布、分散性及び浸透性を
調べ、結果を表2に示した。
Example 3 Ultrafine particle cement "Finehard" (maximum particle diameter 12 μm) and kaolin (maximum particle diameter 5 μm) manufactured by Mitsubishi Materials Co., Ltd. were mixed in equal weight to form a powder for injection, and a water powder ratio. After kneading at a ratio of 6 with a hand mixer of 500 rpm for 30 seconds, a forced dispersion treatment was carried out in the same manner as in Example 2 to obtain grout, and similarly the particle size distribution, dispersibility and permeability were examined, and the results are shown in Table 2. It was shown to.

【0038】実施例4 実施例3において、ハンドミキサーでの混練開始前に、
粉体に対して3重量%のナフタリンスルホン酸系界面活
性剤((株)花王製混和剤「マイテイ100」)を添加
したこと以外は同様に行って、同様に粒度分布、分散性
及び浸透性を調べ、結果を表2に示した。
Example 4 In Example 3, before kneading with a hand mixer,
The same procedure was performed except that 3% by weight of naphthalene sulfonic acid-based surfactant (Admixture "Mayty 100" manufactured by Kao Corporation) was added to the powder, and the particle size distribution, dispersibility and permeability were similarly obtained. Was examined and the results are shown in Table 2.

【0039】比較例2 実施例3において、強制分散処理を行わなかったこと以
外は同様に行って、同様に粒度分布、分散性及び浸透性
を調べ、結果を表2に示した。
Comparative Example 2 The same procedure as in Example 3 was carried out except that the forced dispersion treatment was not carried out, and the particle size distribution, dispersibility and permeability were examined in the same manner. The results are shown in Table 2.

【0040】表2より明らかなように、ミキサーで混練
後に、超音波により強制分散処理することにより、凝集
した粗大粒子が大幅に減少して、分散性及び砂層への浸
透性が飛躍的に向上し、更に、粉体の分散を促進する界
面活性剤を併用すると、その傾向が顕著となる。
As is clear from Table 2, by performing forced dispersion treatment by ultrasonic waves after kneading with a mixer, agglomerated coarse particles are significantly reduced, and the dispersibility and the permeability to the sand layer are dramatically improved. However, if a surfactant that accelerates the dispersion of the powder is also used, the tendency becomes remarkable.

【0041】[0041]

【表2】 [Table 2]

【0042】[0042]

【発明の効果】以上詳述した通り、本発明の懸濁液の製
造方法によれば、粉体を水に分散させて懸濁液を製造す
るに当り、粉体粒子の凝集塊を効果的にほぐすことによ
り粗大粒子の生成を防止して、均一分散性が著しく良好
な懸濁液とすることができる。
As described in detail above, according to the method for producing a suspension of the present invention, when a powder is dispersed in water to produce a suspension, agglomerates of powder particles are effectively By disintegrating, it is possible to prevent the formation of coarse particles and form a suspension having extremely good uniform dispersibility.

【0043】特に、本発明の懸濁液の製造方法は、セメ
ント系粉体を水に分散させて懸濁系グラウトを製造する
場合に有効であり、粉体粒子が凝集した粗大粒子の生成
を防止して、浸透性に優れ、注入効率の高い懸濁系グラ
ウトを製造することができる。本発明の方法により製造
した懸濁系グラウトは、浸透性に優れることから、従来
の懸濁系グラウトでは注入不可能であった軟弱地盤、岩
盤やコンクリートの微細な亀裂や空隙に、容易に注入し
て効果的に浸透させることができ、これらの地盤や岩
盤、コンクリートの強化、改良が可能とされる。
In particular, the method for producing a suspension of the present invention is effective when a cement-based powder is dispersed in water to produce a suspension-type grout, and the formation of coarse particles in which powder particles are agglomerated. Therefore, it is possible to produce a suspension grout having excellent permeability and high injection efficiency. Suspension grout produced by the method of the present invention, because of its excellent permeability, soft ground that could not be injected by conventional suspension grout, fine cracks and voids in rock and concrete, easily injected It is possible to effectively infiltrate the ground, rock, and concrete, and strengthen and improve them.

【0044】特に、界面活性剤を併用した場合には、よ
り一層優れた効果を得ることができる。
Particularly, when a surfactant is used in combination, more excellent effects can be obtained.

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C09K 17/48 C09K 17/48 P // C09K 103:00 Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI technical display area C09K 17/48 C09K 17/48 P // C09K 103: 00

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 粉体を水に分散させて懸濁液を製造する
に当り、超音波及び/又はバイブレーターによる振動を
付与して粉体の凝集塊をほぐすことを特徴とする懸濁液
の製造方法。
1. Dispersion of powder in water to produce a suspension, wherein vibration of ultrasonic waves and / or a vibrator is applied to loosen agglomerates of the powder. Production method.
【請求項2】 請求項1の方法において、セメントを主
成分とする粉体を水に分散させて懸濁系グラウトを製造
することを特徴とする懸濁液の製造方法。
2. The method for producing a suspension according to claim 1, wherein a powder containing cement as a main component is dispersed in water to produce a suspension grout.
【請求項3】 請求項1又は2の方法において、界面活
性剤を添加した後、又は添加しつつ前記振動を付与する
ことを特徴とする懸濁液の製造方法。
3. The method for producing a suspension according to claim 1, wherein the vibration is applied after or while adding a surfactant.
JP12801695A 1995-05-26 1995-05-26 Suspension manufacturing method Expired - Lifetime JP3480528B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12801695A JP3480528B2 (en) 1995-05-26 1995-05-26 Suspension manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12801695A JP3480528B2 (en) 1995-05-26 1995-05-26 Suspension manufacturing method

Publications (2)

Publication Number Publication Date
JPH08319484A true JPH08319484A (en) 1996-12-03
JP3480528B2 JP3480528B2 (en) 2003-12-22

Family

ID=14974406

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12801695A Expired - Lifetime JP3480528B2 (en) 1995-05-26 1995-05-26 Suspension manufacturing method

Country Status (1)

Country Link
JP (1) JP3480528B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7717998B2 (en) 2006-02-07 2010-05-18 Nittetsu Cement Co., Ltd. Ultrafine particle grouting composition
JP2016000378A (en) * 2014-06-11 2016-01-07 大川原化工機株式会社 Wet type disperser, and fine particle dispersing method
CN116816385A (en) * 2023-04-27 2023-09-29 中铁十一局集团有限公司 Grouting method and related equipment for water-rich broken surrounding rock

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7717998B2 (en) 2006-02-07 2010-05-18 Nittetsu Cement Co., Ltd. Ultrafine particle grouting composition
JP2016000378A (en) * 2014-06-11 2016-01-07 大川原化工機株式会社 Wet type disperser, and fine particle dispersing method
CN116816385A (en) * 2023-04-27 2023-09-29 中铁十一局集团有限公司 Grouting method and related equipment for water-rich broken surrounding rock

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