JPH0733492A - Hydraulic inorganic composition - Google Patents
Hydraulic inorganic compositionInfo
- Publication number
- JPH0733492A JPH0733492A JP17802593A JP17802593A JPH0733492A JP H0733492 A JPH0733492 A JP H0733492A JP 17802593 A JP17802593 A JP 17802593A JP 17802593 A JP17802593 A JP 17802593A JP H0733492 A JPH0733492 A JP H0733492A
- Authority
- JP
- Japan
- Prior art keywords
- water
- hydraulic inorganic
- weight
- parts
- 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.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/10—Clay
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/46—Water-loss or fluid-loss reducers, hygroscopic or hydrophilic agents, water retention agents
- C04B2103/465—Water-sorbing agents, hygroscopic or hydrophilic agents
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Dispersion Chemistry (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
(57)【要約】
【目的】少量の水であっても賦形でき、成形体の組織の
緻密化がはかれ、高強度で耐水性に優れた硬化体を得る
ことのできる、さらに成形性に優れた水硬性無機質組成
物を提供する。
【構成】水硬性無機物質100重量部と、層間に水を吸
着可能で且つ平均粒径が0.2〜100μmである層状
粘土化合物1〜100重量部と、水とからなる水硬性無
機質組成物。(57) [Summary] [Purpose] It is possible to shape even a small amount of water, the structure of the molded product is densified, and a cured product with high strength and excellent water resistance can be obtained. An excellent hydraulic inorganic composition is provided. A hydraulic inorganic composition comprising 100 parts by weight of a hydraulic inorganic substance, 1 to 100 parts by weight of a layered clay compound capable of adsorbing water between layers and having an average particle size of 0.2 to 100 μm, and water. .
Description
【0001】[0001]
【産業上の利用分野】本発明は、水硬性無機質組成物に
関する。FIELD OF THE INVENTION The present invention relates to a hydraulic inorganic composition.
【0002】[0002]
【従来の技術】セメント、モルタル、石膏等の水硬性無
機物質と水を用いた成形体は、建築、土木材料などの構
造材に好適に使用されている。古くから種々の構造材等
に用いられている。これらの水硬性無機質成形体を製造
する際、組成物の流動性が要求されるので流動性を確保
するために、大量の水が添加されてきた。このような水
硬性無機質成形体を硬化して得られた硬化体は、余剰水
により空隙が形成され、強度、耐水性等が化学量論量に
近い水量で成形、硬化して得られた硬化体に比べ低いと
いう問題があった。2. Description of the Related Art A molded product using water and a hydraulic inorganic substance such as cement, mortar and gypsum is preferably used as a structural material such as construction and civil engineering materials. It has been used for various structural materials since ancient times. Since a fluidity of the composition is required when producing these hydraulic inorganic molded articles, a large amount of water has been added to secure the fluidity. A cured product obtained by curing such a hydraulic inorganic molded product is a cured product obtained by molding and curing with a water amount in which voids are formed by excess water and strength, water resistance, etc. are close to the stoichiometric amount. There was a problem that it was lower than the body.
【0003】そこで高強度の硬化体を得るために、 1)セメントと細骨材に水溶性の非イオン性セルロース
エーテルを配合し、ロール又は押出成形で成形する方法
(特公平3−21324号公報) 2)水を包接可能な樹脂に吸収させた後凍結し、粉体状
で水硬性無機物質と混合し、押圧力で樹脂から水を放出
させる方法(特開平1−264803号公報) などが提案されている。Therefore, in order to obtain a high-strength cured product, 1) a method in which a water-soluble nonionic cellulose ether is mixed with cement and fine aggregate, and the mixture is molded by roll or extrusion molding (Japanese Patent Publication No. 3-21324). 2) A method in which water is absorbed in a clathrate-containing resin and then frozen, and the powder is mixed with a hydraulic inorganic substance, and water is released from the resin by pressing force (JP-A-1-264803), etc. Is proposed.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、1)の
方法では良好な成形性を付与するのに水溶性の非イオン
性セルロースエーテルを大量に添加する必要があり、そ
の結果材料コストが高くなるだけでなく、耐水性が低下
するといった問題があった。さらに、2)の方法におい
ては、成形時に組成物の流動性が悪いので高い成形圧力
が必要となるとともに、異型の成形品、大型の成形品は
成形不可能であった。However, in the method 1), it is necessary to add a large amount of water-soluble nonionic cellulose ether in order to impart good moldability, and as a result, the material cost becomes high. However, there was a problem that the water resistance was lowered. Further, in the method 2), since the composition has a poor fluidity at the time of molding, a high molding pressure is required, and it is impossible to mold atypically shaped products and large-sized molded products.
【0005】本発明の目的は、上記の課題を解決し、少
量の水であっても賦形でき、成形体の組織の緻密化がは
かれ、高強度で耐水性に優れた硬化体を得ることのでき
る、さらに成形性に優れた水硬性無機質組成物を提供す
ることにある。The object of the present invention is to solve the above-mentioned problems, to obtain a cured product which can be shaped even with a small amount of water, the structure of the molded product is densified, and which has high strength and excellent water resistance. Another object of the present invention is to provide a hydraulic inorganic composition which can be formed and has excellent moldability.
【0006】[0006]
【課題を解決するための手段】本発明において用いられ
る水硬性無機物質は、水で練ったとき硬化性を示す無機
物質ならば特に限定されず、たとえば普通ポルトランド
セメント、特殊ポルトランドセメント、アルミナセメン
ト、ローマンセメント等の単味セメント、耐酸セメン
ト、耐火セメント、水ガラスセメント等の特殊セメン
ト、石膏、石灰、マグネシアセメント等の気硬性セメン
トなどがあげられ、特に強度、耐水性の点で、ポルトラ
ンドセメント、アルミナセメントが好適に使用される。
これらは単独で使用されてもよいし、2種類以上併用さ
れてもよい。The hydraulic inorganic substance used in the present invention is not particularly limited as long as it is an inorganic substance which shows a hardening property when kneaded with water. For example, ordinary Portland cement, special Portland cement, alumina cement, Simple cement such as Roman cement, acid-resistant cement, fire-resistant cement, special cement such as water glass cement, gypsum, lime, air-hardening cement such as magnesia cement, etc., especially strength, water resistance, Portland cement, Alumina cement is preferably used.
These may be used alone or in combination of two or more.
【0007】本発明において用いられる層状粘土化合物
とは、フィロ珪酸塩化合物の中でSi−Oの四面体が互
いに結合して層状を形成しているもので、層間に水を吸
着可能なものであり、層状粘土化合物100重量部に対
して1〜20重量部の水を吸収するものが好ましい。上
記層状粘土化合物としてはたとえばモンモリロン石、マ
グネシアモンモリロン石、合成スメクタイト等のモンモ
リロン石群、シロウンモ、キンウンモ、合成ウンモ等の
雲母群、カオリナイト、テクナイト等のカオリン群など
があげられる。層状粘土化合物の平均粒径は小さくなる
と層状粘土化合物同士の凝集が生じ、大きくなると組成
物中での分散性が低下するので、0.2〜100μmに
限定される。層状粘土化合物は少なくなると添加した組
成物中における水を吸収しきれず、多くなると成形時に
水を放出しにくくなるので、水硬性無機物質100重量
部に対して0.1〜100重量部に限定される。The layered clay compound used in the present invention is a phyllosilicate compound in which Si-O tetrahedra are bonded to each other to form a layer, which is capable of adsorbing water between layers. It is preferable that one absorbs 1 to 20 parts by weight of water with respect to 100 parts by weight of the layered clay compound. Examples of the layered clay compound include montmorillonite stones such as montmorillonite, magnesia montmorillonite, and synthetic smectite; mica groups such as shirounmo, quinunmo, and synthetic unmo; kaolin groups such as kaolinite and technite. When the average particle size of the layered clay compound is small, the layered clay compounds aggregate with each other, and when the average particle size is large, the dispersibility in the composition is deteriorated, and therefore, it is limited to 0.2 to 100 μm. When the amount of the layered clay compound is small, it cannot absorb the water in the added composition, and when it is large, it is difficult to release the water during molding. Therefore, it is limited to 0.1 to 100 parts by weight with respect to 100 parts by weight of the hydraulic inorganic substance. It
【0008】本発明において、必要に応じて水溶性高分
子物質が添加されてもよい。上記水溶性高分子物質は、
水に溶解して粘性を付与し、水硬性無機物質と水から得
られる組成物の流動性を高めて賦形性を良好なものと
し、又、セメント硬化体中の過剰な水分を吸収しセメン
ト粒子間中の空隙を埋める接合剤となりうる高分子物質
が好ましく、たとえばメチルセルロース、ヒドロキシメ
チルセルロース、ヒドロキシエチルセルロース、カルボ
キシメチルセルロース、ヒドロキシプロピルメチルセル
ロース等のセルロースエーテル、ポリビニルアルコー
ル、ポリアクリル酸、リグニンスルホン酸塩などがあげ
られる。水溶性高分子物質の添加量は少なくなると組成
物の流動性が低くなり、多くなると、最終的に得られる
硬化体の耐水性が低下するので水硬性無機物質100重
量部に対し、1重量部以下が好ましい。In the present invention, a water-soluble polymer substance may be added if necessary. The water-soluble polymer substance,
It dissolves in water to give viscosity, enhances the fluidity of the composition obtained from the hydraulic inorganic substance and water to improve the shapeability, and absorbs excess water in the cement hardened product to cement. Polymeric substances that can serve as a binder for filling voids between particles are preferable, and examples thereof include cellulose ethers such as methyl cellulose, hydroxymethyl cellulose, hydroxyethyl cellulose, carboxymethyl cellulose, hydroxypropyl methyl cellulose, polyvinyl alcohol, polyacrylic acid, and lignin sulfonate. can give. When the amount of the water-soluble polymer substance added decreases, the fluidity of the composition decreases, and when the amount of the water-soluble polymer substance increases, the water resistance of the finally obtained cured product decreases, so 1 part by weight relative to 100 parts by weight of the hydraulic inorganic substance is added. The following are preferred.
【0009】本発明においてさらに必要に応じて無機質
充填材が添加されてもよい。無機質充填材は、水に溶解
せず、水硬性無機物質の硬化反応を阻害せず、本発明の
製造方法で使用されるあらゆる構成材料の作用を著しく
阻害しないものが好ましく、たとえば珪砂、川砂等のセ
メントモルタル用骨材、フライアッシュ、シリカフラワ
ー、シリカフューム、ベントナイト、高炉スラグ等の混
合セメント用混合材、セピオライト、ウォラストナイ
ト、マイカ等の天然鉱物、炭酸カルシウム、珪藻土など
があげられる。さらに軽量化を図る目的でシリカバルー
ン、パーライト、フライアッシュバルーン、シラスバル
ーン、ガラスバルーン、発泡焼生粘土等の無機質天然発
泡体などが添加されてもよい。これらは単独で添加され
てもよいし、2種類以上併用されてもよい。In the present invention, an inorganic filler may be added if necessary. The inorganic filler is preferably one that does not dissolve in water, does not inhibit the hardening reaction of the hydraulic inorganic substance, and does not significantly inhibit the action of any constituent material used in the production method of the present invention, such as silica sand and river sand. Cement mortar aggregates, fly ash, silica flour, silica fume, bentonite, blast furnace slag, and other mixed cement admixtures, sepiolite, wollastonite, natural minerals such as mica, calcium carbonate, and diatomaceous earth. For the purpose of further reducing the weight, inorganic natural foams such as silica balloons, perlite, fly ash balloons, shirasu balloons, glass balloons and foamed and baked clay may be added. These may be added alone or in combination of two or more.
【0010】上記無機質充填材は、平均粒径が小さいと
最終的に得られる硬化体の強度が低下し、大きくなると
無機質充填材の粒子が分散し難くなるため、衝撃強度が
低下するので、0.03〜500μmが好ましい。上記
無機質充填材は、添加量が多くなると最終的に得られる
硬化体の強度が低下するので水硬性無機物質100重量
部に対し200重量部以下が好ましい。When the average particle size of the above-mentioned inorganic filler is small, the strength of the finally obtained cured product is lowered, and when it is large, the particles of the inorganic filler are difficult to disperse, and the impact strength is lowered. 0.03 to 500 μm is preferable. The amount of the above-mentioned inorganic filler is preferably 200 parts by weight or less with respect to 100 parts by weight of the hydraulic inorganic substance, because the strength of the finally obtained cured product decreases as the added amount increases.
【0011】本発明においてさらに必要に応じて補強繊
維が添加されてもよい。補強繊維は、成形体に付与した
い性能に応じ任意のものが使用でき、たとえば、ビニロ
ン繊維、ポリアミド繊維、ポリエステル繊維、ポリプロ
ピレン繊維、カーボン繊維、アラミド繊維、ガラス繊
維、チタン酸カリウム繊維、鋼繊維などが使用できる。
上記補強繊維の繊維径は、細くなると混合時に再凝集
し、交絡によりファイバーボールが形成されやすくな
り、最終的に得られる硬化体の強度はそれ以上改善され
ず、太くなるか又は短くなると引張強度向上などの補強
効果が小さく、又、長くなると繊維の分散性及び配向性
が低下するので、繊維径0.3〜40デニール、繊維長
1〜15mmが好ましい。上記補強繊維の添加量は多く
なると繊維の分散性が低下するので、水硬性無機物質1
00重量部に対し、20重量部以下が好ましい。In the present invention, reinforcing fibers may be further added if necessary. As the reinforcing fiber, any one can be used according to the performance desired to be imparted to the molded product, and examples thereof include vinylon fiber, polyamide fiber, polyester fiber, polypropylene fiber, carbon fiber, aramid fiber, glass fiber, potassium titanate fiber, and steel fiber. Can be used.
The fiber diameter of the reinforcing fiber is reaggregated at the time of mixing when it becomes thin, fiber balls are easily formed by entanglement, the strength of the finally obtained cured product is not further improved, and when it becomes thick or short, the tensile strength is increased. Since the reinforcing effect such as improvement is small and the dispersibility and orientation of the fiber are reduced when it is long, the fiber diameter is preferably 0.3 to 40 denier and the fiber length is 1 to 15 mm. Since the dispersibility of the fibers decreases as the amount of the reinforcing fibers added increases, the hydraulic inorganic substance 1
20 parts by weight or less is preferable with respect to 00 parts by weight.
【0012】本発明の水硬性無機質組成物は、上記水硬
性無機物質、層状粘土化合物及び水並びに必要に応じて
補強繊維、水溶性高分子物質、無機質充填材からなる。
本発明の水硬性無機質組成物から成形体を得る方法はと
くに限定されるものではなく、従来公知の任意の方法が
使用でき、たとえば振動押圧成形法、脱水押圧成形法等
の押圧成形法、押出成形法、注型成形法などが使用され
るが、層状粘土化合物から水を効果的に放出させるため
には、振動押圧成形法及び押出成形が特に好ましい。上
記振動押圧成形法としては特開平5−64807号公報
に記載された方法が使用される。The hydraulic inorganic composition of the present invention comprises the above-mentioned hydraulic inorganic substance, a layered clay compound and water, and optionally reinforcing fibers, a water-soluble polymer substance and an inorganic filler.
The method for obtaining a molded article from the hydraulic inorganic composition of the present invention is not particularly limited, and any conventionally known method can be used, for example, a pressure molding method such as a vibration pressure molding method and a dehydration pressure molding method, extrusion. A molding method, a cast molding method and the like are used, and in order to effectively release water from the layered clay compound, the vibration pressure molding method and the extrusion molding are particularly preferable. As the vibration pressure molding method, the method described in JP-A-5-64807 is used.
【0013】本発明において用いられる水の量は、少な
くなると水硬性無機物質の硬化が十分になされず、又、
組成物の分散性が低下し、多くなると最終的に得られる
硬化体の強度が低下するので、水硬性無機物質100重
量部に対して15〜100重量部が好ましく、製造方法
として振動押圧成形法を使用する場合はさらに好ましく
は20〜50重量部であり。押出成形法を使用する場合
はさらに好ましくは15〜65重量部である。When the amount of water used in the present invention is small, the hydraulic inorganic substance is not sufficiently cured, and
Since the dispersibility of the composition decreases and the strength of the finally obtained cured product decreases when the dispersibility increases, it is preferably 15 to 100 parts by weight with respect to 100 parts by weight of the hydraulic inorganic substance. When used, it is more preferably 20 to 50 parts by weight. When the extrusion method is used, it is more preferably 15 to 65 parts by weight.
【0014】本発明において得られた成形体は、さらに
必要に応じて必要なサイズに切断し、押圧成形用金型に
供給して所望の形状に賦形してもよいし、さらに押圧成
形用金型を3次元方向に微振動させながら押圧成形する
ことにより、複雑な形状の成形体に賦形してもよい。The molded product obtained in the present invention may be further cut into a required size if necessary, and supplied to a pressing mold to be shaped into a desired shape. By pressing the metal mold while slightly vibrating it in the three-dimensional direction, it may be shaped into a molded product having a complicated shape.
【0015】本発明の組成物から得られた水硬性無機質
成形体は、水硬性無機物質として、たと石膏のように硬
化速度の速いものを用いれば、成形中、たとえば押圧成
形の際に加熱することにより、成形と同時に硬化させる
ことができる。また、得られた硬化体を時間をかけて自
然養生を行ってもかまわないが、硬化反応の遅いたとえ
ばポルトランドセメントのような水硬性無機物質を使用
する場合には、成形体を加熱、加湿する、オートクレー
ブ養生を施すなど、従来公知の方法により養生を行うこ
とにより、硬化反応を促進でき、機械的物性を向上する
ことができる。The hydraulic inorganic molded article obtained from the composition of the present invention is heated during molding, for example, during press molding, if a hydraulic inorganic material having a high curing rate such as gypsum is used. As a result, it can be cured at the same time as molding. The obtained cured product may be naturally cured over time, but when a hydraulic inorganic substance having a slow curing reaction, such as Portland cement, is used, the molded product is heated and humidified. By performing curing by a conventionally known method such as autoclave curing, the curing reaction can be promoted and the mechanical properties can be improved.
【0016】[0016]
【実施例】本発明を実施例をもってさらに詳しく説明す
る。 実施例1〜4、比較例1〜4EXAMPLES The present invention will be described in more detail by way of examples. Examples 1-4, Comparative Examples 1-4
【0017】表1に示した所定量の、普通ポルトランド
セメント(小野田セメント社製)、フライアッシュ(平
均粒径100μm、真比重2.3、かさ比重0.6;J
ISA 6201に準ずる)、合成スメクタイト(コー
プケミカル社製、商品名;SWN、層間に水を7.4重
量部吸着可能、平均粒径5μm)、合成ウンモ(コープ
ケミカル社製、商品名;ME100、層間に水を5.3
重量部吸着可能、平均粒径5μm)をドライブレンド
し、ミキサーで、表1に示した所定量の水と混合した
後、混練して得られた混練物を、振動押圧成形機(アサ
ヒエンジニアリング社製、型式SA−50)で、表1に
示した所定の圧力で、3次元方向に振動数1000H
z、振幅10μmの振動を与えて5秒間成形し、図1に
示した断面形状の、90mmの両端直線部1、曲率60
mmの半円部2、80mmの中央直線部3を有する幅5
00mm、長さ500mm、厚さ10mmの成形体を得
た。The predetermined amounts of ordinary Portland cement (manufactured by Onoda Cement Co., Ltd.) and fly ash (average particle size 100 μm, true specific gravity 2.3, bulk specific gravity 0.6; J) shown in Table 1
According to ISA 6201), synthetic smectite (manufactured by Coop Chemical Co., trade name; SWN, capable of adsorbing 7.4 parts by weight of water between layers, average particle size 5 μm), synthetic ummo (Coop Chemical Co., trade name; ME100, Water between the layers 5.3
Part by weight can be adsorbed, average particle size 5 μm) is dry-blended and mixed with a predetermined amount of water shown in Table 1 by a mixer, and the kneaded product is kneaded to obtain a vibration press molding machine (Asahi Engineering Co., Ltd.). Manufactured by model SA-50) at a predetermined pressure shown in Table 1 and a vibration frequency of 1000H in the three-dimensional direction.
z, vibration with an amplitude of 10 μm was applied, and molding was performed for 5 seconds. The cross-sectional shape shown in FIG.
width 5 having a semicircular part 2 of mm and a central straight part 3 of 80 mm
A molded body having a length of 00 mm, a length of 500 mm and a thickness of 10 mm was obtained.
【0018】比較例5、6 実施例1で使用した合成スメクタイトを分級して得られ
た、表1に示した平均粒径の合成スメクタイト(それぞ
れ層間に水を7.4重量部吸着可能)を使用した以外は
実施例1と同様にして成形体を得た。Comparative Examples 5 and 6 Synthetic smectites having the average particle size shown in Table 1 obtained by classifying the synthetic smectites used in Example 1 (each capable of adsorbing 7.4 parts by weight of water between layers) were used. A molded body was obtained in the same manner as in Example 1 except that it was used.
【0019】実施例1〜4、比較例1〜6で得られた成
形体を90%RHにおいて6時間養生硬化して硬化体を
得、以下の試験に供した。The molded bodies obtained in Examples 1 to 4 and Comparative Examples 1 to 6 were cured by curing at 90% RH for 6 hours to obtain a cured body, which was subjected to the following tests.
【0020】物性評価 賦形性 得られた硬化体の半円部の形状を目視で判断し、ひび割
れ等の成形不良が発生していないものには○、充填不良
はないが半円部にひび割れが発生しているものには△、
充填不良が生じているものには×を記した。 曲げ強度 得られた硬化体の両端直線部1を切断して試験片を得、
曲げ強度をJIS A1408の方法に準じて測定し、
素材の曲げ強度とした。 以上の結果を表1に示した。Physical property evaluation Formability The shape of the semi-circular part of the obtained cured product was visually judged, and ○ when no defective molding such as cracks occurred, and no defective filling, but cracks in the semi-circular part. △,
A mark X was given to those in which poor filling occurred. Bending strength A test piece was obtained by cutting the linear parts 1 at both ends of the obtained cured body.
Bending strength was measured according to the method of JIS A1408,
The bending strength of the material. The above results are shown in Table 1.
【0021】[0021]
【表1】 [Table 1]
【0022】実施例5〜8、比較例7〜10 表2に示した所定量の、普通ポルトランドセメント(小
野田セメント社製)、フライアッシュ(平均粒径100
μm、真比重2.3、かさ比重0.6;JISA 62
01に準ずる)、合成スメクタイト(コープケミカル社
製、商品名;SWN、層間に水を7.4重量部吸着可
能、平均粒径5μm)、合成ウンモ(コープケミカル社
製、商品名;ME100、層間に水を5.3重量部吸着
可能、平均粒径5μm)、ヒドロキシプロピルメチルセ
ルロース(20℃における2%水溶液の粘度が30,0
00cpsのもの)をドライブレンドし、ミキサーで、
表2に示した所定量の水と混合した後、混練して得られ
た混練物を、押出方向に100mmの平行部を有する金
型が設置されたスクリュー径200mmの押出機で押出
成形し、幅300mm、厚み5mmの成形体を得た。な
お、押出時の成形圧力を圧力計で測定し、表2に示し
た。Examples 5 to 8 and Comparative Examples 7 to 10 A predetermined amount of ordinary Portland cement (manufactured by Onoda Cement Co., Ltd.) and fly ash (average particle size 100) shown in Table 2 were used.
μm, true specific gravity 2.3, bulk specific gravity 0.6; JISA 62
01), synthetic smectite (manufactured by Coop Chemical Co., trade name; SWN, capable of adsorbing 7.4 parts by weight of water between layers, average particle size 5 μm), synthetic ummo (Coop Chemical Co., trade name; ME100, interlayer) Can adsorb 5.3 parts by weight of water, average particle size 5 μm, and hydroxypropylmethyl cellulose (viscosity of 2% aqueous solution at 20 ° C. is 30,0).
(00 cps), dry blend it with a mixer,
After mixing with the predetermined amount of water shown in Table 2, the kneaded product obtained by kneading is extrusion-molded with an extruder having a screw diameter of 200 mm in which a mold having a parallel portion of 100 mm in the extrusion direction is installed. A molded body having a width of 300 mm and a thickness of 5 mm was obtained. The molding pressure during extrusion was measured with a pressure gauge and is shown in Table 2.
【0023】比較例11、12 実施例7で使用した合成スメクタイトを分級して得られ
た、表2に示した平均粒径の合成スメクタイト(それぞ
れ層間に水を7.4重量部吸着可能)を使用した以外は
実施例7と同様にして成形体を得た。Comparative Examples 11 and 12 Synthetic smectites having the average particle size shown in Table 2 obtained by classifying the synthetic smectites used in Example 7 (each capable of adsorbing 7.4 parts by weight of water between layers) were used. A molded product was obtained in the same manner as in Example 7 except that the used product was used.
【0024】得られた成形体を90%RHにおいて6時
間養生硬化して硬化体を得、以下の試験に供した。The obtained molded body was cured by curing at 90% RH for 6 hours to obtain a cured body, which was subjected to the following tests.
【0025】乾湿繰り返し試験 得られた硬化体を切断して試験片を得、乾湿繰り返し試
験をISO/DIS9125の方法に準じて行い、10
サイクル毎にサンプルを取り出し、上記方法と同様に曲
げ強度を測定し、強度を90%保持しているサイクル数
を記した。Dry / wet repeated test The obtained cured product was cut to obtain a test piece, and a dry / wet repeated test was conducted according to the method of ISO / DIS9125.
A sample was taken out for each cycle, the bending strength was measured in the same manner as the above method, and the number of cycles in which the strength was maintained at 90% was noted.
【0026】曲げ強度 得られた硬化体を切断して試験片を得、曲げ強度をJI
S A 1408の方法に準じて測定し、素材の曲げ強
度とした。 以上の結果を表2に示した。Bending Strength The obtained cured product was cut to obtain a test piece, and the bending strength was measured by JI.
The bending strength of the material was measured according to the method of SA 1408. The above results are shown in Table 2.
【0027】[0027]
【表2】 [Table 2]
【0028】[0028]
【発明の効果】本発明の水硬性無機質組成物は、水硬性
無機物質100重量部と、層間に水を吸着可能で且つ平
均粒径が0.1〜100μmである層状粘土化合物1〜
100重量部と水とからなるから、少量の水でも賦形で
き、成形性に優れ、組織の緻密な成形体が得られ、高強
度で耐水性に優れた硬化体を得ることができる。EFFECT OF THE INVENTION The hydraulic inorganic composition of the present invention comprises 100 parts by weight of a hydraulic inorganic substance and a layered clay compound 1 capable of adsorbing water between layers and having an average particle size of 0.1 to 100 μm.
Since it is composed of 100 parts by weight and water, it can be shaped even with a small amount of water, has excellent moldability, can obtain a molded product having a fine structure, and can obtain a cured product having high strength and excellent water resistance.
【図1】本発明の実施例1の成形体の断面図である。FIG. 1 is a cross-sectional view of a molded body of Example 1 of the present invention.
1 両端直線部 2 半円部 3 中央直線部 1 Straight line on both ends 2 Half circle 3 Central straight line
───────────────────────────────────────────────────── 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 C04B 14:10 Z 14:20 A 16:06 B 18:08) B ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical indication C04B 14:10 Z 14:20 A 16:06 B 18:08) B
Claims (1)
水を吸着可能で且つ平均粒径が0.2〜100μmであ
る層状粘土化合物1〜100重量部と、水とからなるこ
とを特徴とする水硬性無機質組成物。1. A water-soluble inorganic substance, 100 parts by weight, 1 to 100 parts by weight of a layered clay compound capable of adsorbing water between layers and having an average particle size of 0.2 to 100 μm, and water. And a hydraulic inorganic composition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17802593A JPH0733492A (en) | 1993-07-19 | 1993-07-19 | Hydraulic inorganic composition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17802593A JPH0733492A (en) | 1993-07-19 | 1993-07-19 | Hydraulic inorganic composition |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0733492A true JPH0733492A (en) | 1995-02-03 |
Family
ID=16041272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17802593A Pending JPH0733492A (en) | 1993-07-19 | 1993-07-19 | Hydraulic inorganic composition |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0733492A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003084893A1 (en) * | 2002-04-09 | 2003-10-16 | Kohyu Sangyo Yugen Kaisha | Cement, concrete admixture, and its producing method |
| WO2005090257A1 (en) * | 2004-03-15 | 2005-09-29 | Stephan Schmidt Kg | Concrete additive, the use of concrete additives of this type, and concrete mixtures containing these concrete additives |
| JP2007223876A (en) * | 2006-02-27 | 2007-09-06 | Denki Kagaku Kogyo Kk | Alumina cement composition and repair method using the same |
-
1993
- 1993-07-19 JP JP17802593A patent/JPH0733492A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003084893A1 (en) * | 2002-04-09 | 2003-10-16 | Kohyu Sangyo Yugen Kaisha | Cement, concrete admixture, and its producing method |
| WO2005090257A1 (en) * | 2004-03-15 | 2005-09-29 | Stephan Schmidt Kg | Concrete additive, the use of concrete additives of this type, and concrete mixtures containing these concrete additives |
| JP2007223876A (en) * | 2006-02-27 | 2007-09-06 | Denki Kagaku Kogyo Kk | Alumina cement composition and repair method using the same |
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