JPH075341B2 - Cement-based cured product manufacturing method - Google Patents
Cement-based cured product manufacturing methodInfo
- Publication number
- JPH075341B2 JPH075341B2 JP13752287A JP13752287A JPH075341B2 JP H075341 B2 JPH075341 B2 JP H075341B2 JP 13752287 A JP13752287 A JP 13752287A JP 13752287 A JP13752287 A JP 13752287A JP H075341 B2 JPH075341 B2 JP H075341B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- clay mineral
- salt
- hardened
- layered structure
- 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 - Fee Related
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- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は床材や壁材その他の建築用材料として使用され
るセメント系硬化体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 hardened cementitious material used as a flooring material, a wall material, or another building material.
(従来の技術とその問題点) 従来から、床材等に使用されるセメント系硬化体は、そ
の取扱い性等を良好にする目的のために軽量化が図ら
れ、その方法として発泡セメントを使用したり、セメン
ト中にパーライト、シラスバルーン等の発泡させた軽量
骨材を混入させたりすることが行われている。(Conventional technology and its problems) Conventionally, cement-based hardened materials used for flooring materials have been reduced in weight for the purpose of improving their handleability, and foamed cement is used as the method. In addition, foamed lightweight aggregates such as pearlite and shirasu balloon are mixed in cement.
しかしながら、このような手段によれば、セメント系硬
化体の表面に発泡によって形成された数10μ以上の空孔
や骨材が露出して表面が粗くなり、他の材料との接着適
性や塗装適性が悪くなる等の問題点がある。However, according to such a means, pores and aggregates of several tens of μ or more formed by foaming on the surface of the cement-based hardened body are exposed and the surface becomes rough, and adhesion suitability with other materials and coating suitability There is a problem such as deterioration.
又、このような表面性や切削適性を向上させる目的でセ
メント系硬化体にSBR等の樹脂を混入させると、耐火性
が低下するので、多量に混入させることができないもの
である。In addition, if a resin such as SBR is mixed into the cement-based hardened material for the purpose of improving the surface property and cutting suitability, the fire resistance is lowered, and therefore a large amount cannot be mixed.
このため本願発明者等は、適度な微小空隙を有する層状
構造の粘土鉱物に着目し、この層状構造粘土鉱物をセメ
ント系硬化体に混入して板状に成形、硬化させたとこ
ろ、耐火性を損なうことなく軽量化並びに切断加工性を
はかることができたが、セメント系硬化体に多数のクラ
ックが生じることが判明した。Therefore, the inventors of the present application focused on a clay mineral having a layered structure having an appropriate amount of minute voids, mixed this layered structure clay mineral into a cement-based hardened body, and molded and hardened it into a plate to obtain a fire resistance. Although it was possible to reduce the weight and the cutting workability without damaging it, it was found that a large number of cracks were generated in the cement-based hardened body.
このようなクラックは、上記層状構造粘土鉱物を水と混
練すると、その層間に浸入した水によって一旦膨潤し、
次いで硬化乾燥の工程で元に収縮するためにセメントと
粘土鉱物間や粘土の層間が離れる結果、不揃いな大きな
空隙が連続的に発生したものと推測される。Such a crack, when the layered structure clay mineral is kneaded with water, swells once with the water that has entered between the layers,
Then, it is presumed that, as a result of the shrinkage of the cement and the clay minerals and the layer of the clay separating from each other due to the original shrinkage in the curing and drying step, large irregular voids were continuously generated.
更に、このようなものとしては例えば、特開昭58-32046
号公報に示されるものが提案されている。この公報に
は、粘土を泥漿としてねかす時、硅酸アルカリ(=水ガ
ラス:一般的には硅酸ナトリウム、他に硅酸リチウムを
含む)、リン酸ナトリウム、塩化ナトリウム等の塩を添
加することで、粘着性、可塑性を増大させ、ポルトラン
ドセメントを混合することにより高強度の硬化体を得る
ことが開示されている。Further, as such a material, for example, Japanese Patent Application Laid-Open No. 58-32046
The one shown in the publication is proposed. In this publication, when smashing clay as sludge, add salts of alkali silicate (= water glass: generally sodium silicate, other lithium silicate), sodium phosphate, sodium chloride, etc. Japanese Patent Application Laid-Open No. 2004-242242 discloses that a high-strength cured product can be obtained by increasing tackiness and plasticity and mixing Portland cement.
しかし、この公報に開示された塩はすべて1価の陽イオ
ンを有する化合物である。However, all the salts disclosed in this publication are compounds having a monovalent cation.
上記のような1価の陽イオンは水溶液として粘土鉱物に
混入すると粘土鉱物の層間の膨潤作用が大きく、次いで
セメントを混入し、乾燥すると大きく収縮し、セメント
硬化体はクラックを生じ均質な成形体が得られないとい
う欠点があった。When the monovalent cations as described above are mixed in the clay mineral as an aqueous solution, the swelling action between the layers of the clay mineral is large, and when the cement is mixed and dried, the cement is largely contracted, and the hardened cement body is cracked to form a homogeneous molded body. There was a drawback that you could not get.
この原因は塩の陽イオンが1価であるため、膨潤した粘
土鉱物の層間の凝集作用が小さいため膨潤したままの状
態でセメントが硬化反応し乾燥収縮をする際に、上記層
間の陽イオンのブロッキング作用が生じにくいためと思
われ、その結果セメント硬化体は多数のクラックを生じ
る。This is because the cation of the salt is monovalent, and the cohesive action between the layers of the swollen clay mineral is small, so that when the cement undergoes a hardening reaction in the swollen state and undergoes dry contraction, This is probably because the blocking effect is unlikely to occur, and as a result, the hardened cement product causes a large number of cracks.
本発明は、このような問題点に鑑みてなされたもので、
表面性並びに切断加工性に優れていると共に耐火性を損
なうことなく軽量化を図るために、セメント硬化体中に
微細な空隙を多数分散させることを目的としたセメント
系硬化体の製造方法を提供するものである。The present invention has been made in view of such problems,
Provided is a method for producing a cement-based hardened product, which has excellent surface properties and cutting workability, and is intended to disperse a large number of fine voids in the hardened cement product in order to reduce the weight without impairing the fire resistance. To do.
(問題点を解決するための手段) 上記目的を達成するために、本発明のセメント系硬化体
の製造方法は、塩化カルシウム、塩化マグネシウム等の
2価以上の陽イオンを有する塩の水溶液中に、カオリナ
イト、セピオライト、マイカ等の層状構造粘土鉱物を混
合し、この混合物に各種セメントや硅酸カルシウム等の
セメント系硬化物質を混練したのち硬化させることを特
徴とするものである。(Means for Solving the Problems) In order to achieve the above-mentioned object, the method for producing a cement-based hardened product of the present invention comprises the steps of adding an aqueous solution of a salt having a divalent or higher cation such as calcium chloride or magnesium chloride. , Kaolinite, sepiolite, mica, and other layered structured clay minerals are mixed, and various cements and cementitious hardening substances such as calcium silicate are kneaded and then hardened.
(作用) 2価以上の陽イオンを有する塩の水溶液中に層状構造粘
土鉱物を混合すると、粘土鉱物層間に浸入した水溶液に
より粘土鉱物が膨潤すると共に粘土鉱物の交換性陽イオ
ンと塩の陽イオンとが交換して塩の陽イオンが粘土鉱物
層間に入り込み、一旦膨潤した粘土鉱物は凝集作用を生
じる。(Function) When a layered structure clay mineral is mixed in an aqueous solution of a salt having divalent or more cations, the aqueous solution infiltrated between the clay mineral layers causes the clay mineral to swell and exchangeable cations of the clay mineral and cations of the salt. And the cations of the salt enter between the clay mineral layers, and the once swollen clay mineral causes a cohesive action.
その状態で、上記混合物にセメント系硬化物質を混練す
ると、セメント系硬化物質はその粒径が40〜80μと大き
いので、1μ以下の上記粘土鉱物層間には浸入しない
が、セメント系硬化物質より生じるアルカリの作用によ
って粘土鉱物層間の塩の2価以上の陽イオンが固定され
る。このことにより、一旦膨潤し凝集した粘土鉱物が乾
燥してもその層間に入り込んでいる塩がブロッキング効
果を奏し、粘土鉱物の収縮を抑制してセメント系硬化物
質と層状構造粘土鉱物及びセメント系硬化物質同士が微
小空隙を有しながらセメント系硬化物質の水和反応によ
り硬化し、均一に且つ強固に結合するものである。In that state, when the cement-based hardening substance is kneaded into the above mixture, the cement-based hardening substance has a large particle size of 40 to 80 μ, so it does not penetrate into the clay mineral layer of 1 μ or less, but it is generated from the cement-based hardening substance. Due to the action of alkali, the cations having a valence of 2 or more in the salt between the clay mineral layers are fixed. As a result, even if the once swollen and agglomerated clay mineral is dried, the salt that enters between the layers exerts a blocking effect and suppresses the shrinkage of the clay mineral, and the cement-based hardening substance and the layered structure clay mineral and the cement-based hardening The substances are hardened by the hydration reaction of the cement-based hardening substance while having minute voids, and are bonded uniformly and firmly.
(実施例) 本発明の実施例を説明すると、まず、2価以上の陽イオ
ンを有する塩を水に溶解して水溶液を作り、この水溶液
中に層状構造粘土鉱物を添加してペースト状ないしはス
ラリー状の混合物を得る。EXAMPLES Examples of the present invention will be described. First, a salt having a divalent or higher cation is dissolved in water to prepare an aqueous solution, and a layered structure clay mineral is added to the aqueous solution to form a paste or slurry. A mixture is obtained.
塩の混合量は、層状構造粘土鉱物100重量%に対して1
〜40重量%の範囲内が望ましく、これ以上の量を添加す
ると、遊離してしまうので好ましくない。The amount of salt mixed is 1 with respect to 100% by weight of the layered structure clay mineral.
It is preferably in the range of up to 40% by weight, and it is not preferable to add more than this amount, because it will be liberated.
塩としては、硫酸アルミニウム、硝酸ニッケル、塩化マ
グネシウム、塩化カルシウム、等の2価以上の陽イオン
を有する各種塩類を使用することができ、これらの塩の
うち、塩化カルシウム、塩化マグネシウム等の潮解性の
強い物質を使用すると、得られるセメント系硬化体の成
形体自体が吸放湿性を有し、調湿材として使用すること
ができる。As the salt, various salts having divalent or higher cations such as aluminum sulfate, nickel nitrate, magnesium chloride and calcium chloride can be used. Among these salts, deliquescent of calcium chloride, magnesium chloride and the like can be used. When a substance having a high strength is used, the obtained cement-based cured product itself has moisture absorption and desorption properties and can be used as a humidity control material.
この塩の水溶液中に添加する層状構造粘土鉱物として
は、カオリナイト、アロフェン、セピオライト、モンモ
リロナイト、マイカ、バーミキュライト等があり、実際
には、これらを主成分として含有するベントナイト、酸
性白土等を使用すればよい。Examples of the layered structure clay minerals added to the aqueous solution of this salt include kaolinite, allophane, sepiolite, montmorillonite, mica, vermiculite, and the like. Good.
このように、2価以上の陽イオンを有する塩の水溶液中
に層状構造粘土鉱物を混入すると、一旦膨潤した粘土鉱
物が粘土鉱物層間の交換性陽イオンと塩の陽イオンとが
交換して塩の2価以上の陽イオンが粘土鉱物層間に入り
込んだ状態で凝集し、次いで添加するセメント系硬化物
質のアルカリの作用で固定されて乾燥による層状構造粘
土鉱物の収縮を抑制することになる。As described above, when the layered structure clay mineral is mixed into the aqueous solution of the salt having a cation having a valence of 2 or more, the once swollen clay mineral is exchanged with the exchangeable cation between the clay mineral layers and the cation of the salt. The cations having a valence of 2 or more are aggregated in a state of entering between the clay mineral layers, and are fixed by the action of the alkali of the cement-based hardening substance to be added next, so that the shrinkage of the layered structure clay mineral due to drying is suppressed.
次いで、前記ペースト状ないしはスラリー状の混合物に
セメント系硬化物質を、層状構造粘土鉱物100重量%に
対して10〜300重量%の配合比で混練する。Then, the cement-based hardening substance is kneaded with the paste-like or slurry-like mixture at a compounding ratio of 10 to 300% by weight with respect to 100% by weight of the layered structure clay mineral.
このセメント系硬化物質としては、各種セメント類、硅
酸カルシウム、高炉スラグ、石膏セラグ、石灰等の単体
若しくは複合体を主成分としたものが使用される。As the cement-based hardening material, various cements, calcium silicate, blast furnace slag, gypsum slag, lime and the like as a main component or a complex are used.
なお、このセメント系硬化物質に、硅砂、砂、寒水石等
の骨材や石綿、合成繊維、金属繊維等の補強繊維、その
他、各種合成樹脂、減水剤、起泡剤等の添加剤を、得ら
れるセメント系硬化体の防火性や耐熱性を損なわない程
度に添加しておいてもよい。In addition, to this cement-based hardening material, silica, sand, aggregates such as cold water stones and asbestos, synthetic fibers, reinforcing fibers such as metal fibers, and other additives such as various synthetic resins, water reducing agents, and foaming agents, It may be added to the extent that the fire resistance and heat resistance of the obtained cement-based cured product are not impaired.
前記塩の水溶液と層状構造粘土鉱物との混合物にセメン
ト系硬化物質を混練すると、セメント系硬化物質はその
粒径が40〜80μと大きいので、1μ以下の上記粘土鉱物
層間には浸入しないが、セメント系硬化物質より生じる
アルカリの作用によって粘土鉱物層間の塩の2価以上の
陽イオンが固定される。このことにより一旦膨潤し・凝
集した粘土鉱物が乾燥しても、その層間に入り込んでい
る塩がブロッキング効果を奏し、粘土鉱物の収縮を抑制
してセメント系硬化物質と層状構造粘土鉱物及びセメン
ト系硬化物質同士がセメント系硬化物質の水和反応によ
り硬化して均一に且つ強固に結合し、無数の微細な空隙
を有するクラックのない表面平滑なセメント系硬化体が
得られる。When a cement-based hardening material is kneaded into a mixture of the aqueous salt solution and the layered structure clay mineral, the cement-based hardening material has a large particle size of 40 to 80 μ, so that it does not penetrate between the clay mineral layers of 1 μ or less, Due to the action of the alkali generated from the cement-based hardening substance, the cations having two or more valences in the salt between the clay mineral layers are fixed. As a result, even if the swelled and agglomerated clay mineral is dried, the salt that enters between the layers exerts a blocking effect, suppressing the shrinkage of the clay mineral, and hardening cement and layered structure clay mineral and cement The hardened substances are hardened by the hydration reaction of the cementitious hardened substance and are uniformly and firmly bonded to each other, whereby a cement-based hardened product having innumerable fine voids and having a smooth surface without cracks can be obtained.
このようなセメント系硬化体が得られる理由を第1図に
基づいて説明すると、2価以上の陽イオンを有する塩の
水溶液中に層状構造粘土鉱物を混合した際に、層状構造
粘土鉱物が膨潤し、該層状構造粘土鉱物間の交換性陽イ
オンと塩の2価以上の陽イオンとのイオン反応で、凝集
し、粘土鉱物層(1)(1)間に浸入した塩(2)はそ
の後添加されるセメントのアルカリにより固定され、ブ
ロッキング効果を奏して粘土鉱物層(1)の収縮を抑制
し、その結果、セメント(3)と粘土鉱物層(1)間及
びセメント(3)とセメント(3)間の結合が強固にな
るためであると思われる。The reason why such a cement-based hardened body is obtained will be described with reference to FIG. 1. When the layered structured clay mineral is mixed in an aqueous solution of a salt having a divalent or higher cation, the layered structured clay mineral swells. Then, the salt (2) which has aggregated and entered between the clay mineral layers (1) and (1) by the ionic reaction of the exchangeable cation between the layered structure clay mineral and the divalent or higher cation of the salt is It is fixed by the alkali of the added cement and exerts a blocking effect to suppress the shrinkage of the clay mineral layer (1). As a result, between the cement (3) and the clay mineral layer (1) and between the cement (3) and the cement ( This is probably because the bond between 3) becomes strong.
さらに、粘土鉱物層間の空隙は殆ど損なわれることなく
板状物等に成形できて該空隙による無数の微細な孔を有
する多孔質のセメント系硬化体を得ることができる。Further, the voids between the clay mineral layers can be formed into a plate-like object with almost no damage, and a porous cement-based hardened product having innumerable fine pores due to the voids can be obtained.
なお、このようなセメント系硬化体の製造工程におい
て、水分量は塩の水溶液に層状構造粘土鉱物を添加した
際に、ペーストないしはスラリー状の混合物とすること
によって調整でき、又、セメント系硬化物質は予め水と
混合しておいて、これを前記塩の水溶液と層状構造粘土
鉱物との混合物に混練してもよく、要するに、最終的に
セメント系硬化物質が硬化するのに必要な水と混練し、
成形、乾燥工程が容易にできる範囲で水分量を調整して
おけばよい。In the production process of such a cement-based hardened product, the amount of water can be adjusted by adding a layered structure clay mineral to an aqueous solution of a salt to obtain a paste or a slurry-like mixture, and a cement-based hardened substance. May be mixed with water in advance and kneaded with a mixture of the aqueous solution of the salt and the layered structure clay mineral, in short, kneading with water necessary for finally hardening the cement-based hardening substance. Then
The water content may be adjusted within a range that facilitates the molding and drying steps.
次に本発明の具体的な実施例と比較例を示す。Next, specific examples and comparative examples of the present invention will be shown.
実施例 水500gに塩化カルシウム35gを添加して得られた塩化カ
ルシウム水溶液にベントナイト700gを混練して1時間放
置後、普通ポルトランドセメント350gを混練して板状物
に成形し、乾燥、硬化させてセメント系硬化体を製造し
た。Example 700 g of bentonite was kneaded with an aqueous solution of calcium chloride obtained by adding 35 g of calcium chloride to 500 g of water and left for 1 hour, and then 350 g of ordinary Portland cement was kneaded to form a plate, dried and cured. A cement-based cured product was produced.
比較例 上記実施例において、塩化カルシウムを使用することな
く、その他の配合組成を同一にして同一形状のセメント
系硬化体を製造した。Comparative Example In the above-mentioned example, a cemented hardened product having the same shape was produced without using calcium chloride but with the same other composition.
上記実施例と比較例とにおいて、実施例では比重1.1、
比表面積45m2/g(BET法による測定値)で表面がきめ細
かな板状物が得られたが、比較例は脆弱でクラックが多
数に発生して満足な板状物が得られなかった。In the above-mentioned Example and Comparative Example, the specific gravity in the Example is 1.1,
A plate-like material having a fine surface with a specific surface area of 45 m 2 / g (measured by the BET method) was obtained, but in the comparative example, it was brittle and many cracks were generated, and a satisfactory plate-like material was not obtained.
又、実施例によって得られた板状物(50×50×50mm)に
JIS A5908に準じる平面引張試験を行ったところ、その
強度は3〜5kg/cm2の値を示し、この数値は従来の比重
1.5以上のセメント系板状物と同等で、実用上、支障の
ない性能である。In addition, for the plate-like material (50 x 50 x 50 mm) obtained in the example
When a plane tensile test according to JIS A5908 was performed, the strength showed a value of 3 to 5 kg / cm 2 , and this value is the conventional specific gravity.
It is equivalent to a cement-based plate material of 1.5 or more, and has practically no hindrance.
さらに、実施例の板状物の細孔径分布状態を水銀圧入法
で測定したところ、第2図に示すように、実線(a)で
示した細孔径の小さいセメントの空孔と点線(b)で示
した細孔径の大きいベントナイトによる空孔との細孔容
積のピークにずれが生じており、セメント系硬化体の空
隙が全体として孔径の大きいベントナイト側へ偏倚して
いる分だけ軽量化している共に良好な切削性が得られる
ものである。Further, the distribution of the pore diameters of the plate-shaped materials of the examples was measured by the mercury porosimetry, and as shown in FIG. 2, the pores of the cement having a small pore diameter shown by the solid line (a) and the dotted lines (b) are shown. The peak of the pore volume with the pores due to the bentonite with a large pore size is deviated, and the weight of the cement-based hardened body is reduced as much as it is biased toward the bentonite with a large pore size as a whole. Both have good machinability.
一方、比較例は細孔径のピークが数10μのところに表れ
ており、層状構造粘土鉱物の収縮で生じた隙間が出てい
るものと思われ、これがクラックや脆弱化の原因になっ
ているものと思われる。On the other hand, in the comparative example, the peak of the pore diameter appears at several tens of μ, and it seems that there are gaps caused by the shrinkage of the layered structure clay mineral, which is the cause of cracks and weakening. I think that the.
次に、実施例の吸放湿性について、20℃、90%RHの環境
下で一週間放置すると、2000g/m2の重量増加があり、こ
れは木材等、市販調湿材の4〜6倍の吸湿能力を示し、
有効な調湿材として用いられることもわかった。Next, regarding the moisture absorptive and desorptive properties of the examples, there is a weight increase of 2000 g / m 2 when left in an environment of 20 ° C. and 90% RH for 1 week, which is 4 to 6 times that of commercially available humidity conditioners such as wood. Shows the moisture absorption capacity of
It was also found to be used as an effective humidity control material.
(発明の効果) 以上のように本発明は、2価以上の陽イオンを有する塩
の水溶液中に層状構造粘土鉱物を混合し、この混合物に
セメント系硬化物質を混練したのち硬化させることを特
徴とするセメント系硬化体の製造方法に係るものである
から、水により膨潤した粘土鉱物の層間の交換性陽イオ
ンと塩の2価以上の陽イオンとがイオン交換して凝集す
ると共にセメント系硬化物質のアルカリの作用により粘
土鉱物層間の塩の2価以上の陽イオンが固定されてブロ
ッキング効果を奏することにより、粘土鉱物の収縮が抑
制される粘土鉱物とセメント及びセメント同士が強固に
結合したクラックの生じないセメント系硬化体を得るこ
とができ、しかも、内部に層状構造粘土鉱物の微細な空
隙が多数分散して軽量で且つ切断性、取扱性の優れたセ
メント系硬化体が製造できるものであり、さらに、表面
に露出する空隙が小さいので、きめの細かい表面となっ
て接着性や塗装適性を損なうことのないものである。(Effects of the Invention) As described above, the present invention is characterized in that a layered structure clay mineral is mixed in an aqueous solution of a salt having divalent or higher cations, and a cement-based hardening substance is kneaded into the mixture and then cured. Since it relates to the method for producing a cement-based hardened product, the exchangeable cation between the layers of the clay mineral swollen by water and the divalent or higher cation of the salt are ion-exchanged and aggregated, and the cement-based hardening is also performed. Cracks in which clay minerals, cement, and cements are firmly bound to each other, by which the action of alkali of the substance fixes the cations of divalent or higher valent salt in the clay mineral layer and exerts a blocking effect, thereby suppressing the shrinkage of clay minerals It is possible to obtain a cement-based hardened product that does not cause aging, and is light in weight because of the large number of fine voids of layered structure clay mineral dispersed inside, and with excellent cuttability and handleability. A cured product can be produced, and since the voids exposed on the surface are small, a finely textured surface does not impair the adhesiveness and coating suitability.
又、このセメント系硬化体の主成分は無機材料であるか
ら、防火性を有し、又、潮解性の塩を用いると調湿性を
有するので、各種建築用材料として優れた効果を奏する
ものである。In addition, since the main component of this cement-based hardened material is an inorganic material, it has fireproofness, and when a deliquescent salt is used, it has humidity control properties, so it exhibits excellent effects as various building materials. is there.
図面は本発明の実施例を示すもので、第1図はセメント
系硬化体の簡略構造図、第2図は細孔径分布線図であ
る。 (1)……粘土鉱物層、(2)……塩、(3)……セメ
ント。The drawings show examples of the present invention. FIG. 1 is a simplified structural diagram of a cement-based hardened product, and FIG. 2 is a pore diameter distribution diagram. (1) …… Clay mineral layer, (2) …… Salt, (3) …… Cement.
Claims (1)
に層状構造粘土鉱物を混合し、この混合物にセメント系
硬化物質を混練したのち硬化させることを特徴とするセ
メント系硬化体の製造方法。1. A method for producing a hardened cementitious body, which comprises mixing a layered structure clay mineral in an aqueous solution of a salt having a cation having a valence of 2 or more, kneading a cementitious hardening substance into the mixture, and then hardening the mixture. Method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13752287A JPH075341B2 (en) | 1987-05-30 | 1987-05-30 | Cement-based cured product manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13752287A JPH075341B2 (en) | 1987-05-30 | 1987-05-30 | Cement-based cured product manufacturing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63303836A JPS63303836A (en) | 1988-12-12 |
| JPH075341B2 true JPH075341B2 (en) | 1995-01-25 |
Family
ID=15200644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13752287A Expired - Fee Related JPH075341B2 (en) | 1987-05-30 | 1987-05-30 | Cement-based cured product manufacturing method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH075341B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07217008A (en) * | 1994-01-28 | 1995-08-15 | Agency Of Ind Science & Technol | Humidity control building materials |
| JP2003002727A (en) * | 2001-06-14 | 2003-01-08 | Inax Corp | Humidity conditioning method and structure therefor |
| JP4918423B2 (en) * | 2007-07-23 | 2012-04-18 | 東京セメント工業株式会社 | Method for producing water-retaining cement cured body |
-
1987
- 1987-05-30 JP JP13752287A patent/JPH075341B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63303836A (en) | 1988-12-12 |
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