JPH044971B2 - - Google Patents

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Publication number
JPH044971B2
JPH044971B2 JP12651784A JP12651784A JPH044971B2 JP H044971 B2 JPH044971 B2 JP H044971B2 JP 12651784 A JP12651784 A JP 12651784A JP 12651784 A JP12651784 A JP 12651784A JP H044971 B2 JPH044971 B2 JP H044971B2
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JP
Japan
Prior art keywords
weight
sodium
magnesium
water
highly swellable
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.)
Expired
Application number
JP12651784A
Other languages
Japanese (ja)
Other versions
JPS616119A (en
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
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Priority to JP12651784A priority Critical patent/JPS616119A/en
Publication of JPS616119A publication Critical patent/JPS616119A/en
Publication of JPH044971B2 publication Critical patent/JPH044971B2/ja
Granted legal-status Critical Current

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  • Silicates, Zeolites, And Molecular Sieves (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は、防水用資材、土木建築用材料、土木
ボーリング用調泥剤、鋳型粘結剤及びインク、塗
料等に適用できる高膨潤性無機粒剤に関するもの
である。 (従来の技術) 従来、ベントナイトに代表されるモンモリロナ
イトを主成分とする粘土鉱物は、ベントナイトの
基本的特質である膨潤力、粘性等の特性を生かし
防水材、土木建築資材、土木ボーリング及び石油
井掘削用調泥剤、鋳型粘結剤、土壌改良剤など幅
広く使用されている。 (発明が解決しようとする問題点) しかし、この天然に産するベントナイトの膨潤
力は、高くても10〜30ml/2gで膨潤速度もきわ
めて遅い(例えば、天然に産するナトリウム型ベ
ントナイト完全に膨潤するまでに24時間程度必要
とする)。また、粉体のベントナイトは水中にお
ける分散性が悪く、取扱いにくいなど種々の使用
上の障害があつた。 (問題点を解決するための手段) 本発明者らは、ベントナイトの有する諸特性
は、ベントナイトの持つ基本的特徴である膨潤力
に関連することに着目し、上記従来のベントナイ
トの欠点を克服するため鋭意研究を重ねた結果、
ベントナイト(好ましくは、カルシウム型ベント
ナイト)にナトリウム化合物とマグネシウム化合
物を添加し加水混練後造粒してなるものがきわめ
て高い膨潤力を示し且つ、粘性、水中分散性も天
然の物に比べはるかに優れたベントナイト粒剤と
なることを見出し本発明を完成するに至つた。 すなわち本発明は、モンモリロナイトを主成分
とする粘土鉱物(好ましくはカルシウム型ベント
ナイト)100重量部に対し、ナトリウム塩、水酸
化ナトリウム及び酸化ナトリウムから選ばれた少
なくとも1種のナトリウム化合物0.1〜10重量部
とマグネシウム塩、水酸化マグネシウム及び酸化
マグネシウムから選ばれた少なくとも1種のマグ
ネシウム化合物0.1〜10重量部とを混合し、加水
混練後造粒してなることを特徴とする高膨潤性無
機粒剤を提供するものである。 本発明の高膨潤性無機粒剤の調製に用いられる
モンモリロナイトを主成分とする粘土鉱物として
は、特に制限はないが天然のカルシウム型ベント
ナイトが中でも好ましい。またナトリウム塩とし
ては、炭酸ナトリウムが特に好ましく、マグネシ
ウム塩としては、炭酸マグネシウム、塩化マグネ
シウム、硫酸マグネシウムなどが好ましい。 本発明においては、原料の粘土鉱物とナトリウ
ム化合物、マグネシウム化合物との使用割合は前
記の特定の範囲に保持することが膨潤効果を達成
する上できわめて重要である。すなわち、本発明
において、用いられるナトリウム化合物がモンモ
リロナイトを主成分とする粘土鉱物に対し0.1重
量部未満ではその効果が十分でなく、10重量部を
越えると、粘土鉱物自身が凝集を起こし、所期の
膨潤効果が発揮されない。このような現象は、マ
グネシウム化合物の添加についても同様である。 本発明者らの研究によれば、モンモリロナイト
を主成分とする粘土鉱物、例えば天然のカルシウ
ム型ベントナイトは水中において、ほとんど膨潤
せず、またマグネシウム化合物のみを添加しただ
けではほとんど膨潤力は向上しないが、上記のよ
うに、特定の割合でナトリウム化合物及びマグネ
シウム化合物を混合し、加水混練して、ナトリウ
ム及びマグネシウムイオンを反応させることによ
り、相乗効果的に膨潤作用が発揮され膨潤性の優
れた粒剤を得ることができる。 このナトリウム化合物及びマグネシウム化合物
の添加方法はどのような方法でもよく、粉末とし
て、水溶液として、さらには両水溶液をあらかじ
め混合、反応させた水溶液として添加される。 次に加水混練における加水量(含水量)は水分
10〜50重量%とするのが好ましい。水分量がこの
範囲を外れると造粒がむづかしいばかりでなく、
混練時に十分な剪断力が付加されないためか、モ
ンモリロナイトを主成分とする粘土鉱物とナトリ
ウム及びマグネシウムと反応が進まず、膨潤力の
上昇が達せられない。 本発明の粒剤の粒径は制限はなく、用途、使用
場面等に応じて適宜設定できるが通常0.1〜5mm
の範囲である。 造粒方法は特に制限はない。湿式押出法、転動
造粒法、噴霧造粒法、流動造粒法、被砕造粒法な
どを利用して造粒し、乾燥した造粒体を得ること
ができる。乾燥粒剤中の水分は特に制限はないが
好ましくは約10重量%以下とする。 (発明の効果) 本発明の無機粒剤は、膨潤力が高く、40ml/2
g以上とでき且つ膨潤速度がきわめて速いため例
えば漏水防止用として使用した場合、水に接触し
て瞬時に膨潤し、厚い防水相を形成するため漏水
を完全に防止することができる。これに対して従
来の天然ベントナイトでは、水に接触しても膨潤
速度がおそいため防水相を形成するまでに長時間
を必要とし且つ防水相の厚さがうすいため防水効
果も十分なものではない。 さらに本発明の高膨潤性無機粒剤は、高膨潤性
の、粒であるため水中における分散性がきわめて
良く且つ粉だちがないため作業環境及び扱い易さ
の点からいつても天然のベントナイトに比べ優れ
るという特徴を有するものである。したがつて、
ベントナイトを水に分散させてから使用するよう
な用途、例えば、土木ボーリング及び石油井掘削
用調泥剤、インク、塗料用には効果を発揮するこ
とができる。また作業環境の粉じん対策で問題と
なつている鋳物工場の鋳型用粘結剤としての用途
にも効果的である。 (実施例) 次に本発明を実施例に基づきさらに詳細に説明
する。 実施例 1 天然のカルシウム型ベントナイト100重量部に
対し、炭酸ナトリウム及び塩化マグネシウムを第
1表に示す割合で混合し、加水、混練造粒して
(造粒水分28重量%)、粒径1.2mmの粒体(水分10
重量%)を得た。このものの膨潤力を測定した結
果を同表に示した。なお本実施例及び以下の実施
例において膨潤力試験は、共栓つき100c.c.メスシ
リンダーに蒸留水100mlをとり、この中に試料2
gを落して一昼夜放置し、膨潤後の試料の容積を
測定して行つた。
(Industrial Application Field) The present invention relates to highly swellable inorganic granules that can be applied to waterproofing materials, civil engineering and construction materials, mud preparation agents for civil engineering boring, mold binders, inks, paints, and the like. (Prior art) Clay minerals mainly composed of montmorillonite, represented by bentonite, have traditionally been used as waterproof materials, civil engineering construction materials, civil engineering boring materials, and oil wells by taking advantage of bentonite's basic properties such as swelling power and viscosity. It is widely used as a mud preparation agent for drilling, a mold binder, and a soil conditioner. (Problem to be solved by the invention) However, the swelling power of this naturally occurring bentonite is at most 10 to 30 ml/2 g, and the swelling rate is extremely slow (for example, naturally occurring sodium bentonite does not completely swell. (It will take about 24 hours to complete.) Powdered bentonite also has poor dispersibility in water and has various problems in use, such as being difficult to handle. (Means for Solving the Problems) The present inventors have focused on the fact that the various properties of bentonite are related to the swelling power, which is a fundamental characteristic of bentonite, and have attempted to overcome the above-mentioned drawbacks of conventional bentonite. As a result of intensive research,
A product made by adding a sodium compound and a magnesium compound to bentonite (preferably calcium-type bentonite), adding water and kneading it, and then granulating it shows extremely high swelling power and has far superior viscosity and water dispersibility compared to natural products. The present invention was completed by discovering that bentonite granules can be obtained using the same method. That is, the present invention provides 0.1 to 10 parts by weight of at least one sodium compound selected from sodium salts, sodium hydroxide, and sodium oxide to 100 parts by weight of a clay mineral mainly composed of montmorillonite (preferably calcium-type bentonite). and 0.1 to 10 parts by weight of at least one magnesium compound selected from magnesium salts, magnesium hydroxide, and magnesium oxide, and the mixture is mixed with water and then granulated. This is what we provide. The clay mineral mainly composed of montmorillonite used in the preparation of the highly swellable inorganic granules of the present invention is not particularly limited, but natural calcium-type bentonite is particularly preferred. Further, as the sodium salt, sodium carbonate is particularly preferable, and as the magnesium salt, magnesium carbonate, magnesium chloride, magnesium sulfate, etc. are preferable. In the present invention, it is extremely important to maintain the ratio of the raw clay mineral and the sodium compound and magnesium compound within the above-mentioned specific range in order to achieve the swelling effect. That is, in the present invention, if the sodium compound used is less than 0.1 part by weight for clay minerals mainly composed of montmorillonite, the effect will not be sufficient, and if it exceeds 10 parts by weight, the clay mineral itself will cause aggregation and the desired effect will not be achieved. The swelling effect is not exhibited. This phenomenon also applies to the addition of magnesium compounds. According to the research conducted by the present inventors, clay minerals mainly composed of montmorillonite, such as natural calcium-type bentonite, hardly swell in water, and adding only magnesium compounds hardly improves the swelling power. As mentioned above, by mixing a sodium compound and a magnesium compound in a specific ratio, adding water and kneading, and reacting the sodium and magnesium ions, the swelling effect is synergistically exerted and the granules have excellent swelling properties. can be obtained. Any method may be used for adding the sodium compound and the magnesium compound, and they may be added as a powder, as an aqueous solution, or as an aqueous solution obtained by mixing and reacting both aqueous solutions in advance. Next, the amount of water added (water content) in water-addition kneading is the water content.
It is preferably 10 to 50% by weight. If the moisture content is outside this range, not only will granulation be difficult;
Perhaps because sufficient shearing force is not applied during kneading, the reaction between the clay mineral mainly composed of montmorillonite and sodium and magnesium does not proceed, making it impossible to increase the swelling power. The particle size of the granules of the present invention is not limited and can be set as appropriate depending on the purpose, use situation, etc., but is usually 0.1 to 5 mm.
is within the range of There are no particular restrictions on the granulation method. Dry granules can be obtained by granulation using a wet extrusion method, a rolling granulation method, a spray granulation method, a fluidized granulation method, a crushed granulation method, or the like. The moisture content in the dry granules is not particularly limited, but is preferably about 10% by weight or less. (Effects of the invention) The inorganic granules of the present invention have a high swelling power of 40ml/2
g or more and has an extremely fast swelling rate, so when used for example to prevent water leakage, it instantly swells upon contact with water and forms a thick waterproof phase, completely preventing water leakage. On the other hand, with conventional natural bentonite, the swelling rate is slow even when it comes in contact with water, so it takes a long time to form a waterproof phase, and the thickness of the waterproof phase is thin, so the waterproof effect is not sufficient. . Furthermore, the highly swellable inorganic granules of the present invention are highly swellable granules, so they have extremely good dispersibility in water and are free of powder, so they can be used as natural bentonite from the viewpoint of working environment and ease of handling. It has the characteristic that it is superior to Therefore,
It can be effective in applications where bentonite is used after being dispersed in water, such as mud preparation for civil engineering boring and oil well drilling, ink, and paint. It is also effective as a binder for molds in foundries, where dust control in the working environment is a problem. (Examples) Next, the present invention will be described in more detail based on Examples. Example 1 100 parts by weight of natural calcium-type bentonite was mixed with sodium carbonate and magnesium chloride in the proportions shown in Table 1, water was added, and the mixture was kneaded and granulated (granulation water content 28% by weight) to obtain a particle size of 1.2 mm. granules (moisture 10
% by weight) was obtained. The swelling power of this product was measured and the results are shown in the same table. In this example and the following examples, the swelling power test was conducted by placing 100 ml of distilled water in a 100 c.c. graduated cylinder with a stopper, and placing sample 2 in it.
The volume of the sample after swelling was measured by dropping the sample and leaving it for a day and night.

【表】 次に上記表の実験No.17の粒剤の膨潤速度を試験
した。比較のため天然のナトリウム型ベントナイ
トについても同様の試験を行つた。その結果を第
2表に示した。なお膨潤速度は水中に試料を投入
後ほぼ膨潤が完了したと思われる(目視で90%以
上)までの時間を測定した。
[Table] Next, the swelling rate of the granules of Experiment No. 17 in the above table was tested. For comparison, a similar test was conducted on natural sodium bentonite. The results are shown in Table 2. The swelling rate was determined by measuring the time from when the sample was placed in water until the swelling was almost completed (visually 90% or more).

【表】 実施例 2 天然のカルシウム型ベントナイト100重量部に
対し、炭酸ナトリウム4重量部含有の水溶液及び
塩化マグネシウム1重量部含有の水溶液を添加、
混練、造粒した場合(実験No.1)と炭酸ナトリウ
ム溶液と塩化マグネシウム溶液を予め混合、反応
させた以外は、上記と同様にして混練、造粒した
場合(実験No.2)の膨潤力を測定した。造粒時の
水分は28重量%とした。膨潤力測定結果を第3表
に示した。
[Table] Example 2 To 100 parts by weight of natural calcium-type bentonite, an aqueous solution containing 4 parts by weight of sodium carbonate and an aqueous solution containing 1 part by weight of magnesium chloride were added,
Swelling power when kneaded and granulated (Experiment No. 1) and when kneaded and granulated in the same manner as above except that the sodium carbonate solution and magnesium chloride solution were mixed and reacted in advance (Experiment No. 2) was measured. Moisture content during granulation was 28% by weight. The swelling power measurement results are shown in Table 3.

【表】 実施例 3 天然のカルシウム型ベントナイト100重量部に
対し、炭酸ナトリウム4重量部及び塩化マグネシ
ウム1重量部を添加し、均一に混合後、加水率を
変えて混練造粒し加水率と膨潤力との関係を測定
した。その結果を第4表に示す。
[Table] Example 3 To 100 parts by weight of natural calcium-type bentonite, 4 parts by weight of sodium carbonate and 1 part by weight of magnesium chloride were added, and after uniformly mixing, the mixture was kneaded and granulated while changing the hydration rate to determine the hydration rate and swelling. The relationship with force was measured. The results are shown in Table 4.

【表】【table】

【表】【table】

Claims (1)

【特許請求の範囲】 1 モンモリロナイトを主成分とする粘土鉱物
100重量部に対し、ナトリウム塩、水酸化ナトリ
ウム及び酸化ナトリウムから選ばれた少なくとも
1種のナトリウム化合物0.1〜10重量部とマグネ
シウム塩、水酸化マグネシウム及び酸化マグネシ
ウムから選ばれた少なくとも1種のマグネシウム
化合物0.1〜10重量部とを混合し、加水混練後造
粒してなることを特徴とする高膨潤性無機粒剤。 2 ナトリウム化合物とマグネシウム化合物のそ
れぞれの水溶液をモンモリロナイトを主成分とす
る粘土鉱物に添加し、混練後造粒してなる特許請
求の範囲第1項記載の高膨潤性無機粒剤。 3 ナトリウム化合物とマグネシウム化合物のそ
れぞれの水溶液を混合、反応させ、この水溶液を
モンモリロナイトを主成分とする粘土鉱物に添加
し混練後造粒してなる特許請求の範囲第1項記載
の高膨潤性無機粒剤。 4 加水混練時、含水率が10〜50重量%である特
許請求の範囲第1項記載の高膨潤性無機粒剤。 5 造粒時、含水率が10〜50重量%である特許請
求の範囲第1項記載の高膨潤性無機粒剤。
[Claims] 1. Clay mineral whose main component is montmorillonite
0.1 to 10 parts by weight of at least one sodium compound selected from sodium salts, sodium hydroxide, and sodium oxide and at least one magnesium compound selected from magnesium salts, magnesium hydroxide, and magnesium oxide per 100 parts by weight. 1. A highly swellable inorganic granule, characterized in that it is made by mixing 0.1 to 10 parts by weight, adding water and kneading, and then granulating the mixture. 2. The highly swellable inorganic granules according to claim 1, which are obtained by adding respective aqueous solutions of a sodium compound and a magnesium compound to a clay mineral mainly composed of montmorillonite, kneading and granulating the mixture. 3. The highly swellable inorganic material according to claim 1, which is obtained by mixing and reacting aqueous solutions of a sodium compound and a magnesium compound, adding this aqueous solution to a clay mineral mainly composed of montmorillonite, kneading it, and granulating it. Granules. 4. The highly swellable inorganic granules according to claim 1, which have a water content of 10 to 50% by weight when kneaded with water. 5. The highly swellable inorganic granules according to claim 1, which have a water content of 10 to 50% by weight during granulation.
JP12651784A 1984-06-21 1984-06-21 Highly swellable inorganic granule Granted JPS616119A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12651784A JPS616119A (en) 1984-06-21 1984-06-21 Highly swellable inorganic granule

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12651784A JPS616119A (en) 1984-06-21 1984-06-21 Highly swellable inorganic granule

Publications (2)

Publication Number Publication Date
JPS616119A JPS616119A (en) 1986-01-11
JPH044971B2 true JPH044971B2 (en) 1992-01-30

Family

ID=14937167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12651784A Granted JPS616119A (en) 1984-06-21 1984-06-21 Highly swellable inorganic granule

Country Status (1)

Country Link
JP (1) JPS616119A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0696447B2 (en) * 1986-07-24 1994-11-30 株式会社資生堂 Composite powder and its manufacturing method
JPH075292B2 (en) * 1986-08-20 1995-01-25 株式会社資生堂 Spherical clay mineral and its manufacturing method
GB2304345B (en) * 1995-08-17 1998-06-17 Laporte Industries Ltd Clay mineral compositions
JP2008290923A (en) * 2007-05-28 2008-12-04 Kurosaki Hakudo Kogyo Kk Modified bentonite with improved water dispersibility and its manufacturing method
JP6071229B2 (en) * 2012-03-30 2017-02-01 クニミネ工業株式会社 Impermeable granulated material for boring holes

Also Published As

Publication number Publication date
JPS616119A (en) 1986-01-11

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