JPH02133356A - Lightweight extruded cement building material - Google Patents

Lightweight extruded cement building material

Info

Publication number
JPH02133356A
JPH02133356A JP28738388A JP28738388A JPH02133356A JP H02133356 A JPH02133356 A JP H02133356A JP 28738388 A JP28738388 A JP 28738388A JP 28738388 A JP28738388 A JP 28738388A JP H02133356 A JPH02133356 A JP H02133356A
Authority
JP
Japan
Prior art keywords
water
cement
absorbing polymer
building material
polymer
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
JP28738388A
Other languages
Japanese (ja)
Other versions
JPH0684268B2 (en
Inventor
Kenichi Nakagawa
憲一 中川
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.)
Nichiha Corp
Nippon Steel Corp
Original Assignee
Nichiha Corp
Sumitomo Metal Industries Ltd
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 Nichiha Corp, Sumitomo Metal Industries Ltd filed Critical Nichiha Corp
Priority to JP63287383A priority Critical patent/JPH0684268B2/en
Publication of JPH02133356A publication Critical patent/JPH02133356A/en
Publication of JPH0684268B2 publication Critical patent/JPH0684268B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To provide the extruded cement building material which has closed cells in the matrix, is light in weight and has excellent freezing resistance by compounding a water absorptive polymer which has water absorbability of >=20 times the water absorbability of cement under the strong alkalinity of the cement and exhibit a granular state in a water absorbing state with the cement. CONSTITUTION:The water absorptive polymer (e.g., 'Sumicagel S type(R)' produced by Sumitomo Chemical) which has >=20 times the water absorbability of the cement under the strong alkalinity of 12 to 13pH and maintains the granular state in a water absorbing state is mixed at 0.1 to 5wt.% with an admixture composed of a hydraulic binder, such as Portland cement, aggregate, such as silica sand powder, flyash, and pearlite, heat resistant inorg. or org. fibers, thickener, etc., and the mixture is kneaded and extrusion-molded. The molding is thereafter cured in an autoclave at >=120 deg.C, more preferably >=150 deg.C by which the lightweight extruded cement building material having the closed cells is produced.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、窯業系の軽量押出セメント建材、つまり軽量
コンクリート建材に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a ceramic-based lightweight extruded cement building material, that is, a lightweight concrete building material.

(従来の技術) 軽量セメント建材は、セメント硬化体を軽量化した材料
であり、軽量であること、断熱性、不燃性、そして耐火
性などの点で優れた性質を有していることから、今日建
築材料として広く使用されている。
(Prior Art) Lightweight cement building materials are materials made by reducing the weight of hardened cement, and have excellent properties such as lightness, heat insulation, nonflammability, and fire resistance. It is widely used today as a building material.

従来の窯業系の押出セメント建材の軽量化には次のよう
な手段がある。
The following methods can be used to reduce the weight of conventional ceramic-based extruded cement building materials.

■パーライト、シラスバルーンのような無機系の軽量骨
材を使用する方法、 ■スチレンビーズに代表されるような有機系発泡軽量骨
材を使用する方法、 ■界面活性剤系、蛋白質系などの起泡剤を使用し、セメ
ントマトリックス中に気泡を導入する方法、■けい酸原
料とカルシウム原料とを水の存在下で水熱反応させたゲ
ル状物質をセメント材料中に混入し成型した後オートク
レーブ養生や乾燥によりゲル状物質中のゲル水を逸散さ
せ軽量化する方法、などが−船釣である。
■Methods that use inorganic lightweight aggregates such as perlite and shirasu balloons, ■Methods that use organic foamed lightweight aggregates such as styrene beads, ■Methods that use surfactant-based, protein-based, etc. A method of introducing air bubbles into the cement matrix using a foaming agent; ■ A gel-like substance obtained by hydrothermally reacting silicic acid raw materials and calcium raw materials in the presence of water is mixed into cement material, molded, and then autoclaved for curing. Boat fishing is a method of reducing weight by dissipating gel water in a gel-like substance by drying or drying.

このように、軽量化には大きく分けて有機・無機の軽量
骨材を利用する方法、発泡材を利用する方法、そして硬
化過程で脱水を行う方法に分けることができる。
In this way, weight reduction can be broadly divided into methods that use organic and inorganic lightweight aggregates, methods that use foamed materials, and methods that perform dehydration during the curing process.

成型手段として押出成型を行う場合、成型後の型面れを
防止するため材料はある程度硬く混練され、また成型時
に加圧されるため、材料が圧密され軽量化が困難となり
、効果的軽量化手段が求められている。
When extrusion molding is used as a molding method, the material is kneaded to a certain degree of hardness to prevent the surface of the mold after molding, and is also pressurized during molding, which consolidates the material and makes it difficult to reduce weight. is required.

押出セメント建材においてシラスバルーンや発泡スチレ
ンビーズ等によりマトリックス中に独立気孔を有するも
のは耐凍性に優れていることが本発明者らの実験で明ら
かになっている。
Experiments conducted by the present inventors have revealed that extruded cement building materials having closed pores in the matrix, such as those made of shirasu balloons or expanded styrene beads, have excellent freeze resistance.

しかしながら、シラスバルーンなどの無機軽量骨材は押
出成型時に破壊されるため軽量化には限界がある。また
、スチレンビーズ等の発泡有機軽量骨材は押出時に圧縮
され、押出復元の体積に復元するため押出材の表面状態
が悪くなる。
However, since inorganic lightweight aggregates such as shirasu balloons are destroyed during extrusion molding, there is a limit to weight reduction. In addition, foamed organic lightweight aggregates such as styrene beads are compressed during extrusion and return to the original volume after extrusion, resulting in poor surface conditions of the extruded material.

そこで、起泡剤を使用する方法が考えられるが、起泡剤
を1吏用した場合は押出材料が硬練り材であるため混合
混練時に脱泡しやすく、さらに押出成型時にも脱泡が進
むために軽量化に対する効果は小さい。また、けい酸カ
ルシウムゲル状物質は多量の水を含むため、押出材のよ
うな硬練り材料に適用する際にはある程度脱水しなけれ
ばならず製造工程が煩雑となる。
Therefore, a method of using a foaming agent may be considered, but if one blower is used, the extrusion material is a hard kneading material, so defoaming is easy during mixing and kneading, and defoaming also progresses during extrusion molding. Therefore, the effect on weight reduction is small. Furthermore, since calcium silicate gel-like substances contain a large amount of water, when applied to hard kneaded materials such as extruded materials, they must be dehydrated to some extent, which complicates the manufacturing process.

このように押出品の軽量化には流込み成型品にみられな
いいくつかの固有の問題がみられる。
As described above, the weight reduction of extruded products has several unique problems that are not seen in cast molded products.

なお、軽量化という面では、ガラス製造時に副生ずる無
定形シリカと吸水性ポリマーとを併用した軽量化無機押
出製品が提案されている(特開昭62−167267号
)。この提案では主として軽量化は無定形シリカで達成
できるものの、無定形シリカだけでは耐凍性と釘打ち性
の低下を招くため、それを補うために吸水性ポリマーを
併用している。
In terms of weight reduction, a lightweight inorganic extrusion product has been proposed that uses a combination of amorphous silica, which is produced as a by-product during glass production, and a water-absorbing polymer (Japanese Patent Laid-Open No. 167267/1982). In this proposal, weight reduction can be achieved mainly by using amorphous silica, but since amorphous silica alone causes a decrease in freeze resistance and nailing performance, a water-absorbing polymer is used in combination to compensate for this.

その場合の吸水性ポリマーの種類としてはポリアクリル
酸塩系、デンプン系、ポリビニルアルコール系等があり
、好ましくはポリアクリル酸塩系を主体とするのがよい
とされている。しかし、−殻に、吸水性ポリマーは吸水
「るとゲル状になり、上記公開公報の実施例で示された
吸水性ポリマーも吸水するとゲル状になるタイプである
Types of water-absorbing polymers in this case include polyacrylate-based, starch-based, polyvinyl alcohol-based, etc., and it is said that polyacrylate-based polymers are preferable. However, the water-absorbing polymer becomes gel-like when it absorbs water, and the water-absorbing polymer shown in the examples of the above-mentioned publication also becomes gel-like when it absorbs water.

ところで、吸水するとゲル状になる上述のような吸水ポ
リマーはセメント等の強アルカリに接すると、吸水状態
のポリマーから著しい排水現象が認められる。その結果
、ポリマー中の保水量が種度に少なくなるため、後述の
理由により軽量化が達成できないことになる。一方、保
水量を増やすには多量のポリマーを配合しなければなら
ず、セメントの硬化疎外などが問題となる。
By the way, when the above-mentioned water-absorbing polymer, which becomes gel-like when it absorbs water, comes into contact with a strong alkali such as cement, a remarkable drainage phenomenon is observed from the water-absorbing polymer. As a result, the amount of water retained in the polymer becomes extremely small, making it impossible to achieve weight reduction for reasons described below. On the other hand, in order to increase the amount of water retained, a large amount of polymer must be added, which causes problems such as hardening of the cement.

したがって、従来にあっても、このような吸水状態のポ
リマーをセメント材料に加えるのではなく、吸水前のポ
リマーをセメントとトライブレンドした後混練水を加え
〆昆練する方法が行われている。しかし、この方法によ
っても吸水倍率は純水の場合の1/100以下となり、
セメントマE−リックス中で多量の水を保水させること
は難しい。しかも、押出成型を採用することにより、わ
ずかに保有された吸収水も成型時の加圧下で浸出するこ
とがあって、十分な軽量化は実現できなかった。
Therefore, in the past, instead of adding such a water-absorbed polymer to a cement material, a method has been used in which the polymer before water absorption is triblended with cement, and then kneaded water is added to finalize the mixture. However, even with this method, the water absorption capacity is less than 1/100 of that of pure water,
It is difficult to retain large amounts of water in cement matrix. Furthermore, by employing extrusion molding, even a small amount of absorbed water may be leached out under pressure during molding, making it impossible to achieve sufficient weight reduction.

し、かも上述のような吸水ポリマーを使用するとセメン
トマトリックス中に連続した開気孔が多数存在すること
になるため、本発明者の実験では必ずしも十分な耐凍性
を示さなかった。
However, if the above-mentioned water-absorbing polymer is used, a large number of continuous open pores will be present in the cement matrix, so the inventor's experiments did not necessarily show sufficient freeze resistance.

すでに述べたように軽量化手段としては従来もいくつか
の手段が考えられている。しかし、押出品用の軽量化手
段はこれまでも十分なものはなかった。
As already mentioned, several methods have been considered to reduce weight. However, until now there has not been a sufficient means for reducing the weight of extruded products.

(発明が解決しようとする課題) ここに、本発明の目的は、かかる従来技術の欠点を解消
した優れた軽量押出しセメント建材を提(共すること°
である。
(Problems to be Solved by the Invention) An object of the present invention is to provide an excellent lightweight extruded cement building material that eliminates the drawbacks of the prior art.
It is.

さらに本発明の具体的目的は、軽量化とともに耐凍性に
優れた軽量セメント建材を提供することである。
Furthermore, a specific object of the present invention is to provide a lightweight cement building material that is lightweight and has excellent freeze resistance.

(課題を解決するための手段) 本発明者は上記の欠点を改善するために、吸水性ポリマ
ーによる軽油化の可能性に着目して種々検討を重ねたと
ころ、セメントの強アルカリ下でも20倍以上の吸水能
を持ち、かつ吸水状態で粒状を維持する吸水性ポリマー
を使用することにより、7トリソクス中に独立した気孔
を有する軽油で耐凍性に優れた押出セメント建材が得ら
れることを知り、本発明を完成した。
(Means for Solving the Problems) In order to improve the above-mentioned drawbacks, the inventors of the present invention focused on the possibility of making light oil by using water-absorbing polymers and conducted various studies. We learned that by using a water-absorbing polymer that has the above water-absorbing ability and maintains its granular form in the water-absorbing state, extruded cement building materials with excellent freeze resistance can be obtained using light oil and having independent pores in the 7 trisox. The invention has been completed.

すなわち、セ、メントの強アルカリ下でも20倍以上の
吸水能を持ち、かつ吸水状態で粒状を維持する吸水性ポ
リマーを用いた押出材は、押出成型時一部のポリマーか
ら水が排水されるため成型性が向上すること、押出圧力
で一部のポリマーが細分化されるものの押出成型後のマ
トリックス中に独立気孔が多数残有することが明らかと
なった。また、本発明にかかる吸水ポリマーを使用する
と、押出成型に必要な増粘剤の使用量を低減できること
も判明した。
In other words, extruded materials using water-absorbing polymers that have a water-absorbing capacity of 20 times or more even under strong alkaline conditions such as cement and maintain their granular form in a water-absorbing state will drain some of the water from the polymer during extrusion molding. Therefore, it was revealed that the moldability was improved, and although some of the polymer was fragmented by the extrusion pressure, many independent pores remained in the matrix after extrusion molding. It has also been found that by using the water-absorbing polymer according to the present invention, the amount of thickener required for extrusion molding can be reduced.

ここに、本発明の要旨とするところは、水硬性バインダ
と、1種もしくは複数種の骨材と、1種もしくは複数種
の混和剤と、セメントの強アルカリ下でも20倍以上吸
水能を持ちかつ吸水状態で粒状を維持する、混純水の0
.1〜5重量%の呈の吸水性ポリマー粒子とを混合混練
した材料を押出成型した後オートクレーブ養生して得た
独立気孔を有する軽量押出セメント建材である。
Here, the gist of the present invention is to combine a hydraulic binder, one or more types of aggregate, one or more types of admixtures, and a cement that has a water absorption capacity of 20 times or more even under strong alkali conditions. 0 of mixed pure water that maintains granularity in water absorption state
.. This is a lightweight extruded cement building material with closed pores obtained by extrusion molding a material mixed and kneaded with 1 to 5% by weight of water-absorbing polymer particles and then curing in an autoclave.

なお、本発明にかかるセメント硬化体は、押出成型材の
オートクレーブ養生温度が高い程、セメント硬化体の吸
水率が小さくなり耐凍性は向上する。
In addition, in the hardened cement body according to the present invention, the higher the autoclave curing temperature of the extrusion molded material, the lower the water absorption rate of the hardened cement body and the better the freeze resistance.

(作用) 次に、本発明にあってその構造を上述のように限定した
理由を次に詳述する。
(Function) Next, the reason why the structure of the present invention is limited as described above will be explained in detail below.

使用する吸水性ポリマー粒子はpHが12〜13の強ア
ルカリ下でも吸水倍率が20倍以上でかつ吸水状態でも
粒状を維持するものである。例えばアクリル酸・ビニル
アルコール共重合体の化学組成を有し、吸水状態でも粒
状を維持する吸水性ポリマー(住友化学製スミカゲルS
タイプ)が好適である。
The water-absorbing polymer particles used have a water absorption capacity of 20 times or more even under strong alkaline conditions with a pH of 12 to 13, and maintain a granular shape even in a water-absorbed state. For example, a water-absorbing polymer that has the chemical composition of acrylic acid/vinyl alcohol copolymer and maintains its granular shape even when water is absorbed (Sumikagel S manufactured by Sumitomo Chemical Co., Ltd.)
type) is preferred.

上記吸水性粒子の粒径は特に制限されないが、一般には
0.1〜0.5 mm程度であれば十分である。
The particle size of the water-absorbing particles is not particularly limited, but generally about 0.1 to 0.5 mm is sufficient.

吸水倍率を20倍以上としたのは、これ未満であると軽
量化の効果が小さくなるからである。
The reason why the water absorption capacity is set to 20 times or more is because if it is less than this, the effect of weight reduction becomes small.

本発明において使用される上記吸水性ポリマーは混純水
の一部もしくは全量中で予め十分に膨潤させて使用して
もよいし、セメントや骨材中にトライブレンドして用い
てもよい。しかし、事前に混練水中で膨潤させて使用す
る方が、押出成型性が安定する傾向にある。
The water-absorbing polymer used in the present invention may be used after being sufficiently swollen in part or all of mixed pure water, or may be tri-blended into cement or aggregate. However, extrusion moldability tends to be more stable if the material is swollen in kneading water before use.

第1図に示すように蒸留水で予め膨潤させたポリマー粒
子をセメント上澄液に浸漬すると時間経過にしたがって
排水し吸水倍率が徐々に一定値まで低下し、またポリマ
ー粒子をそのままセメント上澄液に浸漬すると時間経過
にしたがって吸水して吸水倍率が徐々に一定値まで大き
くなり、このいずれの方法でもセメント上a ?&中で
吸水倍率が一定となるためには40〜60分の時間を要
している。
As shown in Figure 1, when polymer particles pre-swollen with distilled water are immersed in cement supernatant liquid, the water is drained over time and the water absorption capacity gradually decreases to a constant value, and the polymer particles are immersed in cement supernatant liquid as they are. When immersed in water, it absorbs water over time and the water absorption capacity gradually increases to a certain value. It takes 40 to 60 minutes for the water absorption capacity to become constant in &.

したがって、予め膨潤させたポリマーを混入した押出材
料は押出成型中においても徐々に排水しており、一方ボ
リマー原粒をセメント、骨材にトライブレンドして加水
混練した押出材では押出成型中に徐々に吸水することに
なる。
Therefore, an extruded material mixed with pre-swollen polymer gradually drains water even during extrusion molding, while an extruded material made by tri-blending polymer particles with cement and aggregate and kneading with water gradually drains water during extrusion molding. will absorb water.

ところで、押出材は混練後成型されるまでに数十分を要
すこと、材料の均一混純のために材料に大きな剪断力を
加え混練するために材料温度が上がることなどから、材
料中から水の逸散が生じ、これが著しい場合はダイス内
部で材料が閉塞するなど安定した押出成型ができないこ
とがある。したがって、押出成型中に材料中の水を吸水
するとさらに押出成型が不安定となるため、むしろ逸散
した水を補うように押出成型中に水を排水させる方が成
型性の観点から有利である。また、セメント上澄液中で
一定となった吸水倍率は予め膨潤させたものの方が原粒
を用いたものより大きいことから予め膨潤させたポリマ
ーを用いる方が軽量化効果が大きい。
By the way, extruded materials require several tens of minutes to be molded after being kneaded, and the temperature of the material increases as a result of applying a large shear force to the material and kneading it to ensure uniform mixing. Water escapes, and if this is significant, the material may become clogged inside the die, making stable extrusion molding impossible. Therefore, if water is absorbed in the material during extrusion molding, the extrusion molding becomes even more unstable, so it is rather advantageous from the viewpoint of moldability to drain water during extrusion molding to compensate for the water that has escaped. . In addition, the water absorption capacity that becomes constant in the cement supernatant liquid is higher in the case of pre-swollen particles than in the case of using raw particles, so the weight reduction effect is greater when using pre-swollen polymers.

使用する吸水性ポリマーの添加量を混純水量の0.1〜
5wt%としたのは、0.1 wt%未満では軽量化の
効果が小さく、5wt%超となるとセメントの硬化反応
を阻害する恐れがあるためである。
The amount of water-absorbing polymer used should be 0.1 to 0.1 of the amount of mixed pure water.
The reason why it is set at 5 wt% is that if it is less than 0.1 wt%, the weight reduction effect will be small, and if it exceeds 5 wt%, there is a possibility that the hardening reaction of cement will be inhibited.

水硬性バインダとしては早強ポルトランドセメント、普
通ポルトランドセメント、高炉セメント、高炉水砕スラ
グなどが一般的である。また、本願発明で使用する吸水
性ポリマーはアルカリ度が高くなると吸水倍率が低下す
るため、アルカリ度の低いGRCセメントを使用すると
マトリックス中の気孔径が大きく軽量化効果も大きくな
る。
Common hydraulic binders include early-strength Portland cement, ordinary Portland cement, blast furnace cement, and granulated blast furnace slag. Furthermore, the water absorption capacity of the water-absorbing polymer used in the present invention decreases as the alkalinity increases, so when GRC cement with low alkalinity is used, the pore size in the matrix becomes large and the weight reduction effect becomes large.

骨材は珪砂粉末、フライアッシュ、硅そう土、シリカヒ
ユーム等の微粉末骨材が一般的であるが、その種類につ
いては限定しない。また、パーライト、シラスバルーン
等の無機軽量骨材、発泡スチレンビーズに代表されるよ
うなを機軽量骨材、オドクレープ養生で軽量化が図れる
けい酸カルシウムゲル骨材などを併用するとさらに軽量
にすることが可能である。これらの骨材は1種もしくは
複数種の組合せで使用できる。
The aggregate is generally a finely powdered aggregate such as silica sand powder, fly ash, silica clay, or silica hume, but the type thereof is not limited. In addition, it is possible to further reduce the weight by using inorganic lightweight aggregates such as perlite and shirasu balloons, mechanical lightweight aggregates such as expanded styrene beads, and calcium silicate gel aggregates that can be reduced in weight by odocrape curing. is possible. These aggregates can be used alone or in combination.

その他、本発明にあっては1種もしくは複数種の混和剤
を配合するが、該混和剤としては、1li4熱性を有す
る有機あるいは無機繊維、および増粘剤等がある。
In addition, in the present invention, one or more types of admixtures are blended, and such admixtures include organic or inorganic fibers having 1li4 thermal properties, thickeners, and the like.

これらの耐熱性を有する有機、無機繊維は120℃以上
のオートクレーブ養生に耐えられるものであるなら使用
でき、例えば炭素繊維、ポリプロ繊維、アラミド繊維、
パルプなどがある。
These heat-resistant organic and inorganic fibers can be used as long as they can withstand autoclave curing at 120°C or higher, such as carbon fibers, polyprofibers, aramid fibers,
There are pulps, etc.

増粘剤としては、メチルセルロースに代表される増tJ
i材の他AE剤、高性能減水剤などが使用できる。
As a thickener, tJ thickener represented by methyl cellulose is used.
In addition to i-materials, AE agents, high-performance water reducing agents, etc. can be used.

このようにして配合した原料は、次いで混合・混練する
が、混合混練した後に押出成型される。
The raw materials blended in this way are then mixed and kneaded, and after being mixed and kneaded, they are extruded.

その際に押出成型圧力が高いと一部のポリマーは細かく
なる傾向になるが、圧力を受けても脱水することはほと
んどないため、軽量化を阻害することはほとんどない。
At that time, if the extrusion pressure is high, some polymers tend to become finer, but since they hardly dehydrate even under pressure, this hardly impedes weight reduction.

押出成型後のオートクレーブ養生は120 ’C以上の
温度であればよいが、好ましくは150℃以上とする方
がセメント硬化体の耐凍性向上の点がらは有利である。
The autoclave curing after extrusion molding may be carried out at a temperature of 120'C or higher, but preferably at a temperature of 150'C or higher, which is advantageous in terms of improving the freeze resistance of the hardened cement product.

これは、高温になる程吸水性ポリマーが熱劣化のためオ
ートクレーブ養生後の吸水能が低下し、仮に水が供給さ
れ再度吸水性ポリマーが膨潤しても元の体積に戻れずそ
の水が凍結膨張しても膨張分の容積が存在することにな
り膨張圧力がそのままセメントマトリックスに働かない
ため、耐凍性が向上することになる。
This is because the water-absorbing polymer deteriorates due to heat as the temperature rises, so the water-absorbing ability after autoclave curing decreases, and even if water is supplied and the water-absorbing polymer swells again, it cannot return to its original volume and the water freezes and expands. However, since there is a volume for expansion, the expansion pressure does not directly act on the cement matrix, resulting in improved freeze resistance.

なお、オートクレーブ養生の条件によっては十分に、ポ
リマー中の水分が逸散しない場合がある。
Note that depending on the autoclave curing conditions, the water in the polymer may not be sufficiently dissipated.

この場合はオートクレーブ養生後、100℃以下の温度
で乾燥すればよい。
In this case, after curing in an autoclave, it may be dried at a temperature of 100° C. or lower.

次に、本発明の作用効果を実施例によってさらに具体的
に説明する。
Next, the effects of the present invention will be explained in more detail with reference to Examples.

実施例 本例では、セメントの強アルカリ下でも20倍以上の吸
水能を持ち、かつ吸水状態でも粒状を維持する吸水ポリ
マーとして、アクリル酸、ビニルアルコール共重合体の
化学組成を有するもの(住友化学袈スミカヶルSタイプ
)を用いた。原料の平均粒径は227μm、蒸留水を吸
収させた場合の吸水倍率は平均670倍であった。
Example In this example, a water-absorbing polymer with a chemical composition of acrylic acid and vinyl alcohol copolymer (Sumitomo Chemical Co., Ltd. (Kema Sumikagal S type) was used. The average particle size of the raw material was 227 μm, and the average water absorption capacity when distilled water was absorbed was 670 times.

なお、比較のために、吸水するとゲル状になる従来の吸
水ポリマーとして、製鉄化学製のアクアキープ1081
1タイプの吸水性ポリマーも使用した。
For comparison, Aqua Keep 1081 manufactured by Seitetsu Kagaku Co., Ltd. is used as a conventional water-absorbing polymer that becomes gel-like when it absorbs water.
One type of water-absorbing polymer was also used.

これらはいずれも混練水中で事前に十分吸水させて使用
した。セメントは普通ポルトランドセメント、骨材には
t5)未珪砂、耐熱性を有する有機繊維として使用した
パルプはNBKP (針葉樹晒クラフトハイフ)であり
、増粘剤にメチルセルロースをそれぞれ使用した。
All of these were sufficiently water-absorbed in kneading water before use. The cement used was ordinary Portland cement, the aggregate used was T5) unsilica sand, the pulp used as the heat-resistant organic fiber was NBKP (softwood bleached kraft high), and methylcellulose was used as the thickener.

ここで添付図面に予め蒸留水を吸収させた吸収性ポリマ
ーと水を吸収させなかったもとのポリマー粒子とをセメ
ント上澄み液に浸漬したときの吸水倍率をグラフで示す
。その結果吸水しても粒状を維持する吸水性ポリマーは
混練中にセメントの強アルカリに接しても60分経過後
にも約100倍の吸水倍率を有していることが判る。
Here, the attached drawing shows a graph of the water absorption capacity when an absorbent polymer that has previously absorbed distilled water and original polymer particles that have not absorbed water are immersed in a cement supernatant liquid. As a result, it was found that the water-absorbing polymer, which maintains its granular shape even after absorbing water, has a water absorption capacity of approximately 100 times even after 60 minutes have passed, even when it comes into contact with the strong alkali of cement during kneading.

これらの原料の配合条件を第1表に示す。ここで比較例
1は吸水性ポリマーを使用しない配合、比較例2.3は
比較例1の配合に吸水しても粒状を維持する吸水性ポリ
マーと吸水するとゲル状になる吸水性ポリマーとをそれ
ぞれ混練水の0.7 wL%添加した配合である。
Table 1 shows the blending conditions of these raw materials. Here, Comparative Example 1 is a formulation that does not use a water-absorbing polymer, and Comparative Examples 2 and 3 are formulations that do not use a water-absorbing polymer. This is a formulation in which 0.7 wL% of the kneading water is added.

実施例1では材料に適度な流動性が得られたため良好な
押出成型が可能であった。
In Example 1, good extrusion molding was possible because the material had appropriate fluidity.

これらのことから、押出成型が可能な配合に本発明で使
用する吸水性ポリマーを適用する際には押出成型に必要
な流動性を確保するために混純水を追加しなければなら
ないことが判る。一方、吸水するとゲル状になる吸水性
ポリマーを使用した比較例3はセメントとの混純の際に
吸水していた水をほぼ全量排水してしまったので混練後
の材料の流動性は比較例1と同程度であったので押出成
型が可能であった。しかし、絶乾比重は比較例1と同程
度であり、軽量化効果はほとんどないことが明らかとな
った。また、実施例1と同一配合で本発明で使用する吸
水性ポリマーに替わり、吸水するとゲル状になる吸水性
ポリマーを使用した比較例3ではセメントとの混純の際
に吸水していた水をほぼ全量排水してしまったので、マ
トリックス中に必要以上の水が入り材料が軟くなりすぎ
、押出成型ができなかった。実施例3は吸水性ポリマー
を混練水の2wt%添加した配合であり、吸水性ポリマ
ーの添加量が0.7 wt%の実施例1よりも絶乾比重
が小さくなった。しかし吸水性ポリマーを混練水の6w
t%添加した比較例4はポリマーがセメントの硬化反応
を阻害したため曲げ強度が小さくなった。
From these facts, it can be seen that when applying the water-absorbing polymer used in the present invention to a formulation that can be extruded, it is necessary to add mixed pure water to ensure the fluidity necessary for extrusion molding. . On the other hand, in Comparative Example 3, which used a water-absorbing polymer that becomes gel-like when water is absorbed, almost all of the absorbed water was drained when mixed with cement, so the fluidity of the material after kneading was lower than that of the comparative example. 1, extrusion molding was possible. However, the absolute dry specific gravity was comparable to that of Comparative Example 1, and it became clear that there was almost no weight reduction effect. In addition, in Comparative Example 3, in which a water-absorbing polymer that becomes gel-like when absorbed is used in place of the water-absorbing polymer used in the present invention with the same formulation as in Example 1, the water absorbed during mixing with cement was removed. Since almost all of the water had been drained, more water than necessary entered the matrix and the material became too soft, making extrusion molding impossible. In Example 3, the water-absorbing polymer was added in an amount of 2 wt% of the kneading water, and the absolute dry specific gravity was smaller than in Example 1, in which the amount of the water-absorbing polymer added was 0.7 wt%. However, the water absorbing polymer is mixed with 6W of water.
In Comparative Example 4 in which t% was added, the polymer inhibited the cement hardening reaction, so the bending strength was reduced.

なお、この比較例\4および実施例3は水に対する吸水
性ポリマーの添加量が多くなるため、混練水140重量
部のうち60重量部を吸水性ポリマーに吸水させ、残り
80重量部でセメント材料を混練した後吸水したポリマ
ーを最後に添加しまぜ合わせた材料を押出成型した。
In addition, in Comparative Example \4 and Example 3, the amount of water-absorbing polymer added to water is large, so 60 parts by weight of the 140 parts by weight of the kneading water is absorbed by the water-absorbing polymer, and the remaining 80 parts by weight is added to the cement material. After kneading, the water-absorbed polymer was finally added and the mixture was extruded.

オートクレーブ養生は押出成型後2日目に行った。ここ
で配合条件が同一でオートクレーブ養生温度の異なる実
施例1.2ではオートクレーブ養生温度の高い実施例2
のほうが耐凍性が優れていた。
Autoclave curing was performed on the second day after extrusion molding. Here, in Example 1.2 where the blending conditions are the same but the autoclave curing temperature is different, Example 2 where the autoclave curing temperature is high.
had better freeze resistance.

また、押出成型が可能であったものの中で、本発明の吸
水状態で粒状を維持する吸水性ポリマーを使用したもの
は全てマトリックス中に独立気孔を有していることが観
察された。また、釘直打ち性も満足するものであった。
Furthermore, among those that could be extruded, all those using the water-absorbing polymer of the present invention that maintains a granular shape in a water-absorbed state were observed to have independent pores in the matrix. Furthermore, the direct nail driving performance was also satisfactory.

(発明の効果) 以上詳述してきたように、本発明により、セメントの強
アルカリ下でも20倍以上の吸水能を持ちかつ吸水状態
で粒状を維持する吸水性ポリマーを用いるとセメント押
出材中に独立気孔を有し、軽量でかつ耐凍性に優れた建
材が得られた。
(Effects of the Invention) As described in detail above, according to the present invention, a water-absorbing polymer that has a water-absorbing capacity of 20 times or more even under strong alkaline conditions of cement and maintains its granular form in a water-absorbing state can be used in cement extrusion materials. A lightweight building material with independent pores and excellent freeze resistance was obtained.

【図面の簡単な説明】[Brief explanation of drawings]

添付図面は、セメント上澄み液への浸潤時間と吸水倍率
との関係を予めf留水を吸収させた吸水性ポリマー粒子
と同しく原ポリマー粒子とについて示すグラフである。
The attached drawing is a graph showing the relationship between the soaking time into the cement supernatant liquid and the water absorption capacity for water-absorbing polymer particles that have previously absorbed residual water and the same raw polymer particles.

Claims (1)

【特許請求の範囲】[Claims] 水硬性バインダと、1種もしくは複数種の骨材と、1種
もしくは複数種の混和剤と、セメントの強アルカリ下で
も20倍以上吸水能を持ちかつ吸水状態で粒状を維持す
る、混練水の0.1〜5重量%の量の吸水性ポリマー粒
子とを混合混練した材料を押出成型した後オートクレー
ブ養生して得た独立気孔を有する軽量押出セメント建材
A hydraulic binder, one or more types of aggregate, one or more types of admixtures, and a kneaded water that has a water absorption capacity of 20 times or more than cement and maintains granular form in a water absorption state even under strong alkali conditions. A lightweight extruded cement building material having closed pores obtained by extrusion molding a material mixed and kneaded with water-absorbing polymer particles in an amount of 0.1 to 5% by weight and then curing in an autoclave.
JP63287383A 1988-11-14 1988-11-14 Lightweight extruded cement building material Expired - Fee Related JPH0684268B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63287383A JPH0684268B2 (en) 1988-11-14 1988-11-14 Lightweight extruded cement building material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63287383A JPH0684268B2 (en) 1988-11-14 1988-11-14 Lightweight extruded cement building material

Publications (2)

Publication Number Publication Date
JPH02133356A true JPH02133356A (en) 1990-05-22
JPH0684268B2 JPH0684268B2 (en) 1994-10-26

Family

ID=17716641

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63287383A Expired - Fee Related JPH0684268B2 (en) 1988-11-14 1988-11-14 Lightweight extruded cement building material

Country Status (1)

Country Link
JP (1) JPH0684268B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04164604A (en) * 1990-10-29 1992-06-10 Kuraray Co Ltd Hydraulic composition for extrusion molding
JPH04349155A (en) * 1991-05-27 1992-12-03 Onoda Cement Co Ltd Admixture for concrete of mortar and kneaded material containing same
JPH10101392A (en) * 1996-07-24 1998-04-21 Sanyo Chem Ind Ltd Cement admixture and method for molding cement using the same
JP2002029802A (en) * 2000-07-07 2002-01-29 Denki Kagaku Kogyo Kk Spraying admixture for reducing slump, spraying cement concrete and spraying method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62132747A (en) * 1985-12-02 1987-06-16 株式会社トクヤマ Cement composition
JPS62167267A (en) * 1986-01-16 1987-07-23 松下電工株式会社 Manufacture of lightweight inorganic extrusion product
JPS62197365A (en) * 1986-02-21 1987-09-01 松下電工株式会社 Manufacture of inorganic board
JPS62212274A (en) * 1986-03-10 1987-09-18 住友化学工業株式会社 Manufacture of porous inorganic substance formed board
JPS63210078A (en) * 1987-02-27 1988-08-31 株式会社小松製作所 Foamed concrete and manufacture

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62132747A (en) * 1985-12-02 1987-06-16 株式会社トクヤマ Cement composition
JPS62167267A (en) * 1986-01-16 1987-07-23 松下電工株式会社 Manufacture of lightweight inorganic extrusion product
JPS62197365A (en) * 1986-02-21 1987-09-01 松下電工株式会社 Manufacture of inorganic board
JPS62212274A (en) * 1986-03-10 1987-09-18 住友化学工業株式会社 Manufacture of porous inorganic substance formed board
JPS63210078A (en) * 1987-02-27 1988-08-31 株式会社小松製作所 Foamed concrete and manufacture

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04164604A (en) * 1990-10-29 1992-06-10 Kuraray Co Ltd Hydraulic composition for extrusion molding
JPH04349155A (en) * 1991-05-27 1992-12-03 Onoda Cement Co Ltd Admixture for concrete of mortar and kneaded material containing same
JPH10101392A (en) * 1996-07-24 1998-04-21 Sanyo Chem Ind Ltd Cement admixture and method for molding cement using the same
JP2002029802A (en) * 2000-07-07 2002-01-29 Denki Kagaku Kogyo Kk Spraying admixture for reducing slump, spraying cement concrete and spraying method

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