JP2748796B2 - Lightweight cement building materials - Google Patents

Lightweight cement building materials

Info

Publication number
JP2748796B2
JP2748796B2 JP26513992A JP26513992A JP2748796B2 JP 2748796 B2 JP2748796 B2 JP 2748796B2 JP 26513992 A JP26513992 A JP 26513992A JP 26513992 A JP26513992 A JP 26513992A JP 2748796 B2 JP2748796 B2 JP 2748796B2
Authority
JP
Japan
Prior art keywords
weight
water
absorbing polymer
amount
particle size
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
Application number
JP26513992A
Other languages
Japanese (ja)
Other versions
JPH06116060A (en
Inventor
冨二夫 片平
一樹 田鍋
純一 水野
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 JP26513992A priority Critical patent/JP2748796B2/en
Publication of JPH06116060A publication Critical patent/JPH06116060A/en
Application granted granted Critical
Publication of JP2748796B2 publication Critical patent/JP2748796B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0045Polymers chosen for their physico-chemical characteristics
    • C04B2103/0051Water-absorbing polymers, hydrophilic polymers

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Porous Artificial Stone Or Porous Ceramic Products (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、窯業系のオートクレー
ブ養生軽量セメント建材、特に、押出成形した窯業系の
オートクレーブ養生軽量押出セメント建材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ceramic autoclave-cured lightweight cement building material, and more particularly to an extruded ceramic autoclave-cured lightweight extruded cement building material.

【0002】[0002]

【従来の技術】建築材料として用いる軽量セメント製
品、つまり軽量セメント建材を押出成形で製造するに
は、水硬性バインダであるセメントに骨材や補強繊維を
配合するとともに、軽量骨材を配合して、これを水と混
練した材料を押出成形機に通すことによって行うことが
できる。
2. Description of the Related Art In order to manufacture a lightweight cement product used as a building material, that is, a lightweight cement building material by extrusion molding, a cement as a hydraulic binder is mixed with an aggregate and reinforcing fibers, and also a lightweight aggregate is compounded. This can be performed by passing a material kneaded with water through an extruder.

【0003】この軽量骨材としてはパーライトやシラス
バルーン等の無機質発泡体を用いることが一般的である
が、これらの無機質発泡体は混練や押出成形時に破壊さ
れ易いため十分な軽量化効果が発揮されない。
As this lightweight aggregate, it is common to use inorganic foams such as pearlite and shirasu balloon. However, these inorganic foams are easily broken at the time of kneading or extrusion molding, so that a sufficient weight-reducing effect is exhibited. Not done.

【0004】軽量骨材として発泡ポリスチレンや発泡塩
化ビニリデン等の熱可塑性樹脂発泡体を用いることも提
案されている (特公昭63−1276号公報、特公平4−2719
6 号公報参照) 。しかし、発泡ポリスチレンを用いた場
合、発泡ポリスチレンの粒径が大きいため、成形後に発
泡ポリスチレンがスプリングバック現象を起こして材料
表面に現われるため表面肌が悪くなる。一方、発泡塩化
ビニリデンは発泡後の粒径が100 μm 以下と小さいこと
より、表面肌も良好な軽量セメント製品が得られるが、
この発泡塩化ビニリデンは高価であるため、経済性が大
きな問題である。
[0004] It has also been proposed to use a thermoplastic resin foam such as expanded polystyrene or expanded vinylidene chloride as a lightweight aggregate (Japanese Patent Publication No. 63-1276, Japanese Patent Publication No. 4-2719).
No. 6). However, in the case of using expanded polystyrene, the expanded polystyrene has a large particle size, so that the expanded polystyrene causes a springback phenomenon after molding and appears on the surface of the material. On the other hand, foamed vinylidene chloride has a small particle size of 100 μm or less after foaming, so a lightweight cement product with good surface skin can be obtained.
Since this foamed vinylidene chloride is expensive, economy is a major problem.

【0005】本発明者らも、吸水後も粒径を保持する吸
水性ポリマーを軽量骨材として用いることを提案した
(特開昭2−133356号公報参照) 。この技術は予め吸水
させた吸水性ポリマーを骨材として混入し、養生および
乾燥工程の加熱処理により、ポリマー中の水が蒸発し、
空孔をつくるという考えに基づくものである。この吸水
性ポリマーは、発泡ポリスチレンよりも粒径が小さいた
め、押出成形後の成品表面の凹凸がなく、良好な表面肌
が得られる。また、発泡塩化ビニリデンよりも経済的に
大幅に優れている。
The present inventors have also proposed using a water-absorbing polymer that retains the particle size even after absorbing water as a lightweight aggregate.
(See JP-A-2-133356). In this technology, the water-absorbing polymer that has been absorbed in advance is mixed as an aggregate, and the water in the polymer evaporates due to the heat treatment in the curing and drying steps.
It is based on the idea of creating vacancies. Since the water-absorbing polymer has a smaller particle size than the expanded polystyrene, there is no unevenness on the surface of the product after extrusion molding, and a good surface skin can be obtained. It is also significantly more economical than foamed vinylidene chloride.

【0006】しかしながら、吸水性ポリマーは、混練お
よび押出工程で受ける外力で損傷を受け易く、初期の粒
径よりも小さくなる、あるいは粒径の分布が広くなる等
の問題があった。この空孔粒径の分布は軽量性の点から
は特に問題とはならないが、住宅あるいは工場建屋に施
工される外装材はビスあるいは釘で直接留めることが多
く、この釘打性の点で粒径分布が影響する。
[0006] However, the water-absorbing polymer is susceptible to damage by the external force applied in the kneading and extrusion steps, and has problems such as a smaller particle size than the initial particle size or a wide particle size distribution. This distribution of pore size is not particularly problematic in terms of lightness, but exterior materials used in houses or factory buildings are often directly fixed with screws or nails. The size distribution influences.

【0007】釘打性を良くするためには釘が材料中に進
入した際の体積増分を吸収できる空隙を存在させること
がポイントとなるが、空孔の寸法にも適正範囲がある。
すなわち、ある粒径範囲の空孔が多いほど釘打性が良く
なることになるが、上述の場合にこの空孔を安定して確
保するには多量の吸水性ポリマーを混入する必要があ
り、この多量混入に伴い、多量の水を使用するため、製
造上重要なセメント硬化性が遅くなる、つまり早期強度
が低いという問題があった。
In order to improve the nailability, it is important to have a gap capable of absorbing the volume increase when the nail enters the material, but the size of the hole has an appropriate range.
In other words, the more nails in a certain particle size range, the better the nailing performance, but in the above case, it is necessary to mix a large amount of a water-absorbing polymer to stably secure the voids, Since a large amount of water is used in association with this large amount of mixing, there is a problem that cement hardenability, which is important in production, is delayed, that is, early strength is low.

【0008】[0008]

【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セメン
ト建材を提供することである。さらに、本発明の具体的
目的は、軽量化とともに釘打性にも優れ、かつ、表面性
状が良好で、製造工程上極めて重要な早期強度の高い軽
量セメント建材を提供することである。
SUMMARY OF THE INVENTION It is an object of the present invention to provide an excellent lightweight cement building material which overcomes the disadvantages of the prior art. Further, a specific object of the present invention is to provide a lightweight cement building material having high early strength, which is excellent in nailing properties as well as light in weight, has good surface properties, and is extremely important in the production process.

【0009】[0009]

【課題を解決するための手段】本発明者らは吸水性ポリ
マーを混入した軽量セメント建材について、さらに研究
を続けたところ、前述の問題を解決するには、発泡倍率
が10〜50倍で発泡後の粒径が0.2 〜1.5 mmの熱可塑性樹
脂発泡体を、吸水性ポリマーと併用することが有効であ
ることを知り、本発明を完成した。
Means for Solving the Problems The inventors of the present invention continued research on lightweight cement building materials mixed with a water-absorbing polymer. The inventors have found that it is effective to use a thermoplastic resin foam having a particle size of 0.2 to 1.5 mm later with a water-absorbing polymer, and have completed the present invention.

【0010】よって、本発明の要旨とするところは、水
硬性バインダと骨材とからなる無機窯業系粉体100 重量
部に対し、吸水性ポリマー0.2 〜1重量部、発泡倍率が
10〜50倍で発泡後の粒径が0.2 〜1.5 mmの熱可塑性樹脂
発泡体0.1 〜1重量部、および1種もしくは複数種の混
和材とを配合して成る、独立気泡を有するオートクレー
ブ養生軽量セメント建材である。
Therefore, the gist of the present invention is that 0.2 to 1 part by weight of a water-absorbing polymer and 100% by weight of an inorganic ceramics-based powder composed of a hydraulic binder and an aggregate, and an expansion ratio are 100% by weight.
Autoclaved lightweight with closed cells, comprising 0.1 to 1 part by weight of a thermoplastic resin foam having a particle size of 0.2 to 1.5 mm after foaming of 10 to 50 times, and one or more admixtures. It is a cement building material.

【0011】すでに述べたように、軽量化材として、吸
水性ポリマーのみを使用すると、釘打性を安定化させる
が、セメントの硬化性を遅らせるという問題があり、ま
た軽量化材として熱可塑性樹脂発泡体のみを使用する
と、発泡体の凹凸により平滑な表面が得られないという
問題があり、本発明はこれらを同時に解決すべく、両者
を併用することで、両者の共存による相乗作用を利用す
るのである。
As described above, when only a water-absorbing polymer is used as a weight-reducing material, the nailing property is stabilized, but there is a problem that the setting property of the cement is delayed, and a thermoplastic resin is used as the weight-reducing material. When only a foam is used, there is a problem that a smooth surface cannot be obtained due to unevenness of the foam. In order to solve these problems at the same time, the present invention utilizes a synergistic effect due to the coexistence of both. It is.

【0012】[0012]

【作用】次に、本発明において配合材とその割合とを上
述のように限定する理由を説明する。まず、予備試験と
して、吸水性ポリマー混入量と釘打性、材料の表面性
状、所定時間養生後の曲げ強度との関係を実験的に求め
た。これらの結果は図1〜図3にグラフで示すが、これ
らのデータは次のようにして求めた。
Next, the reason for limiting the compounding materials and their ratios in the present invention as described above will be described. First, as a preliminary test, the relationship between the amount of the water-absorbing polymer mixed, nailing properties, surface properties of the material, and bending strength after curing for a predetermined time was determined experimentally. These results are shown graphically in FIGS. 1 to 3, and these data were determined as follows.

【0013】すなわち、水硬性バインダとしての普通ポ
ルトランドセメント50重量部、骨材としての硅砂50重量
部、混和材としてのセルロース繊維5重量部、同じく混
和材としての増粘剤メチルセルロース1重量部に、予め
30重量倍に吸水させた吸水性ポリマー (例:住友化学製
スミカゲル) を混入し、適量の水と混練して押出成形
(幅100 mm、厚み10mm) し、50℃×10Hrの蒸気養生の後
に、180 ℃×6Hr のオートクレーブ養生を実施した。こ
の蒸気養生後の材料を長さ120 mm×幅50mm×厚さ10mmの
供試体に切断し、スパン100 mmの中央集中載荷方式で曲
げ強度を求め、生強度とした。
That is, 50 parts by weight of ordinary Portland cement as a hydraulic binder, 50 parts by weight of silica sand as an aggregate, 5 parts by weight of cellulose fibers as an admixture, and 1 part by weight of a thickener methylcellulose as an admixture, In advance
Extrusion molding by mixing a water-absorbing polymer (eg, Sumikagel manufactured by Sumitomo Chemical) that has been absorbed 30 times by weight, kneading with an appropriate amount of water
(Width 100 mm, thickness 10 mm), steam curing at 50 ° C. × 10 hours, and then autoclaving at 180 ° C. × 6 hours. The material after the steam curing was cut into a specimen having a length of 120 mm, a width of 50 mm, and a thickness of 10 mm, and a bending strength was determined by a centrally concentrated loading method having a span of 100 mm, and was defined as a green strength.

【0014】さらにオートクレーブ養生後の材料の表面
性状を目視観察し、表面の最大凹凸差が0.5 mm以下を
○、0.5 mm越え1mm以下を△、1mmを越えるものを×と
して評価した。
Further, the surface properties of the material after curing in an autoclave were visually observed, and the maximum surface unevenness difference of 0.5 mm or less was evaluated as ○, that of 0.5 mm or more and 1 mm or less as Δ, and that of 1 mm or more was evaluated as x.

【0015】さらに、材料を100 mm×10mmに切断し、そ
れぞれの端面より30mm×30mmの位置に直径が2.5 mmの釘
を直接打ち、クラックが発生しないものを○、半分以上
クラックが発生しないものを△、それ以外を×と評価し
た。
Further, the material was cut into 100 mm × 10 mm, and a nail having a diameter of 2.5 mm was directly hit at a position 30 mm × 30 mm from each end face. Was evaluated as Δ, and the others were evaluated as ×.

【0016】図1が生強度、図2が表面肌、図3が釘打
性をそれぞれ示す。これらの結果から、吸水性ポリマー
を増やすほど釘打性が良好となっていくが、逆に生強度
が低下し、また表面肌も悪くなることが分かる。
FIG. 1 shows the raw strength, FIG. 2 shows the surface skin, and FIG. 3 shows the nailing property. From these results, it can be seen that as the amount of the water-absorbing polymer increases, the nailing property becomes better, but on the contrary, the green strength decreases and the surface skin also worsens.

【0017】同様に発泡ポリスチレンビーズ (原料径0.
3 〜0.5 mm) を混入した場合、混入量と生強度、表面
肌、釘打性との関係をそれぞれ図4、図5、図6に示
す。なお、発泡ポリスチレンビーズは50倍発泡品 (粒径
1.1 〜1.8 mm) と20倍発泡品 (粒径0.8 〜1.4 mm) を用
いた。配合および製造条件は吸水性ポリマーと同様であ
る。
Similarly, expanded polystyrene beads (raw material having a diameter of 0.
(3 to 0.5 mm) are shown in FIGS. 4, 5 and 6, respectively, in relation to the mixing amount and the green strength, surface skin, and nailability. Note that expanded polystyrene beads are 50 times expanded products (particle size
(1.1 to 1.8 mm) and 20-fold foam (particle size: 0.8 to 1.4 mm) were used. The formulation and production conditions are the same as for the water-absorbing polymer.

【0018】50倍発泡のポリスチレンビーズ使用材は粒
径が最大1.8 mmと大きいため、混入することによって表
面肌が悪化した。また20倍発泡のポリスチレンビーズ材
は混入する量が多いほど釘打性は良くなるが、表面肌が
悪く、両性能がともに良好となる範囲が存在しないこと
が分かる。
The material using 50-fold expanded polystyrene beads had a maximum particle size of 1.8 mm at the maximum, and the surface skin was deteriorated by being mixed. Also, it can be seen that the greater the amount of the 20-fold expanded polystyrene bead mixed, the better the nailing performance, but the surface skin is poor and there is no range where both performances are good.

【0019】また、50倍発泡のポリスチレンビーズを3
%混入したものは、成形性が悪く、比重が小さすぎるた
め生強度は低くなったが、それ以外の混入量の条件では
生強度は良好であった。
Also, 50 times expanded polystyrene beads were
%, The green strength was low because the moldability was poor and the specific gravity was too small, but the green strength was good under other conditions of the mixing amount.

【0020】すなわち、発泡ポリスチレンビーズを使用
する場合、発泡後の粒径が今回の実験の0.8 〜1.4 mm程
度であれば、1重量部までは表面肌を悪化させない可能
性があることが判った。そこで、吸水性ポリマーを0.5
重量部混入し、さらに20倍発泡ポリスチレンビーズの混
入量を変化させ、同様の評価を実施したところ、図7〜
図9の結果を得た。
That is, when foamed polystyrene beads were used, if the particle size after foaming was about 0.8 to 1.4 mm in this experiment, it was found that up to 1 part by weight might not deteriorate the surface skin. . Therefore, 0.5% of the water-absorbing polymer
The same evaluation was carried out by changing the mixing amount of the expanded polystyrene beads by 20 times by weight, and the same evaluation was performed.
The result of FIG. 9 was obtained.

【0021】すなわち、吸水性ポリマーあるいは発泡ポ
リスチレンビーズの単独使用では得られなかったところ
の表面肌、釘打性とも良好で生強度も高い条件が得られ
ることが判明した。
That is, it was found that the surface skin and nailing properties which were not obtained by using the water-absorbing polymer or the expanded polystyrene beads alone were good, and that the conditions were high in green strength.

【0022】そこで、原粒径と発泡倍率を種々変化させ
た発泡ポリスチレンビーズと、吸水性ポリマーのそれぞ
れの混入量を変えて性能を調査した結果、水硬性バイン
ダと骨材とから成る無機窯業系粉体100 重量部に対し、
吸水性ポリマー0.2 〜1 重量部と熱可塑性樹脂発泡体0.
1 〜1 重量部とを配合することで両者の相乗的作用効果
が十分に発揮され、これまでなかったような特性を備え
た軽量セメント建材が得られることが判明したのであ
る。
Therefore, the performance was investigated by changing the amount of each of the expanded polystyrene beads and the water-absorbing polymer in which the original particle size and the expansion ratio were variously varied. As a result, it was found that the inorganic ceramics system composed of a hydraulic binder and an aggregate. For 100 parts by weight of powder,
0.2 to 1 part by weight of water-absorbing polymer and thermoplastic resin foam
It has been found that by adding 1 to 1 part by weight, the synergistic effect of the two can be sufficiently exerted, and a lightweight cement building material having characteristics never before seen can be obtained.

【0023】本発明において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
(重量) 以上でかつ吸水状態でも粒状を維持するもので
あれば、特に制限はない。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する住友化学製スミ
カゲル( 商品名) が好適である。
The water-absorbing polymer particles used in the present invention have a water absorption ratio of 20 times even under a strong alkali having a pH of 12 to 13.
(Weight) There is no particular limitation as long as it is granular and maintains the granularity even in the water absorbing state. For example, Sumika Gel (trade name) manufactured by Sumitomo Chemical having a chemical composition of acrylic acid and vinyl alcohol copolymer is suitable.

【0024】この吸水性ポリマーの混入量を無機質窯業
系粉体100 重量部に対して、0.2 〜1重量部としたの
は、0.2 重量部未満では軽量化効果が小さく、また1重
量部を越えるとセメント硬化反応を阻害するからであ
る。
The mixing amount of the water-absorbing polymer is set to 0.2 to 1 part by weight with respect to 100 parts by weight of the inorganic ceramics powder. When the amount is less than 0.2 part by weight, the effect of reducing the weight is small, and the amount exceeds 1 part by weight. This is because they inhibit the cement hardening reaction.

【0025】上記吸水性ポリマー粒子の粒径は特に制限
されないが、一般には0.1 〜0.5 mm程度であれば良い。
吸水倍率を20倍以上としたのは、これ未満では軽量化の
効果が小さくなるためである。
The particle size of the water-absorbing polymer particles is not particularly limited, but may generally be about 0.1 to 0.5 mm.
The reason why the water absorption ratio is set to 20 times or more is that if the water absorption ratio is less than 20 times, the effect of weight reduction becomes small.

【0026】熱可塑性樹脂発泡体としては、ポリスチレ
ン、ポリエチレン、アクリル樹脂等があり、本発明にお
いて特に制限されないが、好ましくは、発泡倍率が10〜
50倍で発泡後の粒径が0.2 〜1.5 mmのものが良い。混入
量は0.1 〜1重量部である。
Examples of the thermoplastic resin foam include polystyrene, polyethylene, and acrylic resin, and are not particularly limited in the present invention.
It is preferable that the diameter is 50 times and the particle diameter after foaming is 0.2 to 1.5 mm. The mixing amount is 0.1 to 1 part by weight.

【0027】発泡倍率が10倍未満では軽量化効果が小さ
いため不経済であり、50倍を越えると粒径が1.5 mm以下
の発泡品を得るのが困難となる。発泡後の粒径は0.2 〜
1.5mmとしたが、0.2 mm未満の発泡熱可塑性樹脂を得る
ことが困難であり、また1.5mmを越えると成形体の表面
の凹凸が大きくなる。混入量が0.1 重量部未満では軽量
化および釘打性への効果が小さく、1重量部を越えると
表面性状が悪化する。
If the expansion ratio is less than 10 times, it is uneconomical because the weight reduction effect is small, and if it exceeds 50 times, it is difficult to obtain a foamed product having a particle size of 1.5 mm or less. Particle size after foaming is 0.2 ~
Although it is 1.5 mm, it is difficult to obtain a foamed thermoplastic resin of less than 0.2 mm, and if it exceeds 1.5 mm, irregularities on the surface of the molded article become large. If the amount is less than 0.1 part by weight, the effect on weight reduction and nailing properties is small, and if it exceeds 1 part by weight, the surface properties deteriorate.

【0028】無機窯業系粉体は水硬性バインダと骨材と
から構成され、その配合比は特に制限されないが、一般
には水硬性バインダを30〜50重量部、骨材を70〜50重量
部で全体を100 重量部として、それに対して上述の吸水
性ポリマーや熱可塑性樹脂発泡体を配合するのである。
The inorganic ceramics-based powder is composed of a hydraulic binder and an aggregate, and the mixing ratio thereof is not particularly limited. In general, 30 to 50 parts by weight of the hydraulic binder and 70 to 50 parts by weight of the aggregate. The total amount is 100 parts by weight, and the above-mentioned water-absorbing polymer and thermoplastic resin foam are added to it.

【0029】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、高炉セメント等
が一般的である。また、骨材は硅砂粉末、フライアッシ
ュ、珪そう土、シリカフュ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。
As the hydraulic binder, high strength Portland cement, ordinary Portland cement, blast furnace cement and the like are generally used. The aggregate is generally fine powder aggregate such as silica sand powder, fly ash, diatomaceous earth, silica fume, etc., but the type is not limited.

【0030】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、混和剤としては繊維および
増粘剤がある。かかる混和剤は一般には無機窯業系粉体
100重量部に対し3〜10重量部配合すれば十分である
が、それ以上であっても、あるいはそれ以下であっても
よい。当業者であれば適宜決定できよう。繊維として
は、炭素繊維、ポリプロピレン繊維、セルロース繊維等
がある。増粘剤としてはメチルセルロース、エチルセル
ロース等が挙げられる。
In the present invention, one or more admixtures are blended, and the admixture includes a fiber and a thickener. Such admixtures are generally inorganic ceramic powders
It is sufficient to add 3 to 10 parts by weight with respect to 100 parts by weight, but it may be more or less. One of ordinary skill in the art will be able to determine this as appropriate. Examples of the fibers include carbon fibers, polypropylene fibers, and cellulose fibers. Examples of the thickener include methyl cellulose and ethyl cellulose.

【0031】このようにして配合した原料は混合混練し
た後に押出成形される。その際の押出圧力により、ポリ
マーは一部が粉化する、排水する等の現象が認められ
る。しかし、熱可塑性樹脂発泡体との併用による押出圧
力の緩和効果により、ポリマー単独使用の場合に比較し
て、ポリマー損傷が大幅に低減することが断面の気孔状
況の観察からも確認できた。すなわち、吸水性ポリマー
は熱可塑性樹脂発泡体との併用でより一層安定した空隙
形成効果を発揮できるのである。
The raw materials thus mixed are extruded after mixing and kneading. Due to the extrusion pressure at that time, phenomena such as partial powderization and drainage of the polymer are observed. However, it was confirmed from the observation of the pore state of the cross section that the polymer damage was significantly reduced as compared with the case of using the polymer alone due to the effect of reducing the extrusion pressure when used in combination with the thermoplastic resin foam. That is, the water-absorbing polymer can exhibit a more stable void-forming effect when used in combination with the thermoplastic resin foam.

【0032】押出成形後に室温〜80℃の条件で蒸気養生
を行い、次いでオートクレーブ養生を行う。このときの
オートクレーブ養生は硬化反応に主眼をおくため、一般
に行われているように120 〜180 ℃で行えば良い。
After extrusion molding, steam curing is performed at room temperature to 80 ° C., and then autoclave curing is performed. At this time, the autoclave curing may be performed at a temperature of 120 to 180 ° C. as generally performed in order to focus on the curing reaction.

【0033】このようにして得られる本発明にかかる軽
量セメント建材は、軽量化が実現され、釘打性および表
面性状にすぐれ、実用上最も重要な早期強度の点でもほ
ゞ従来品と同等かそれ以上を示す。次に、実施例によっ
て本発明の作用効果をさらに具体的に説明する。
The thus obtained lightweight cement building material according to the present invention is lighter in weight, has excellent nailing properties and surface properties, and is practically the most important in terms of early strength. Show more. Next, the operation and effect of the present invention will be described more specifically with reference to examples.

【0034】[0034]

【実施例】吸水性ポリマーとしては、住友化学製スミカ
ゲルS−100(30重量倍吸水、粒径0.2 mm) を、熱可塑性
樹脂発泡体として発泡ポリスチレンビーズを、さらに、
水硬性バインダとして普通ポルトランドセメント、骨材
として微粉硅砂 (粒径約0.05mm) 、混和材としてメチル
セルロースおよびセルロース繊維を用い、それぞれ表1
の配合割合とした。
EXAMPLES As a water-absorbing polymer, Sumika Gel S-100 manufactured by Sumitomo Chemical Co., Ltd. (water absorption 30 times by weight, particle size 0.2 mm), expanded polystyrene beads as a thermoplastic resin foam, and further,
Using ordinary Portland cement as hydraulic binder, fine silica sand (particle size about 0.05mm) as aggregate, methylcellulose and cellulose fiber as admixture, respectively
Was determined.

【0035】これらに適量の水を加え、混合、混練後に
押出成形機で幅100 mmで厚み10mmの平板を成形した。こ
れを50℃×10H の蒸気養生をかけ、そのときの曲げ強度
をスパン100 mmの中央集中載荷の条件で求め、生強度と
した。生強度が30kg/cm2を越えれば○、15〜30kg/cm2
△、15kg/cm2未満を×として早期強度を評価した。
An appropriate amount of water was added thereto, and after mixing and kneading, a flat plate having a width of 100 mm and a thickness of 10 mm was formed using an extruder. This was subjected to steam curing at 50 ° C. × 10H, and the bending strength at that time was determined under the condition of a centrally concentrated loading with a span of 100 mm, and was defined as the green strength. If the green strength exceeds the 30kg / cm 2 ○, the 15~30kg / cm 2 △, was to evaluate the early strength as × less than 15kg / cm 2.

【0036】また、蒸気養生後に180 ℃×6Hのオートク
レーブ養生を実施し、100 mm×100mmの平板に切り出し
た。このようにして得られた平板の両側面から30mm×30
mmの位置に直径2.5 mmの釘を打ち、そのとき生じるクラ
ックを観察した。全くクラックの発生しないものを○、
打ち込んだ釘の半分以上の場合にクラックが発生しなけ
れば△、半分より多くクラックが発生した場合を×とし
て釘打性を評価した。
After steam curing, autoclaving was performed at 180 ° C. × 6H, and cut into flat plates of 100 mm × 100 mm. 30 mm × 30 from both sides of the flat plate obtained in this way
A nail having a diameter of 2.5 mm was hit at a position of mm, and cracks generated at that time were observed. If no crack is generated,
If cracks did not occur when more than half of the nails were driven, the nailing property was evaluated as x when cracks occurred more than half.

【0037】さらに、このようにして得られた平板の表
面の最大凹凸差が0.5mm 以下を○、0.5 mmを越え1mm以
下を△、1mmを越えるものを×として表面性状、つまり
表面肌を評価した。
Further, the surface properties, that is, the surface skin, were evaluated as ○ when the maximum unevenness difference on the surface of the flat plate thus obtained was 0.5 mm or less, Δ when it was more than 0.5 mm and 1 mm or less, and × when it exceeded 1 mm. did.

【0038】これらの結果は表1に配合割合とともにま
とめて示す。
The results are shown in Table 1 together with the mixing ratio.

【0039】実施例1〜3はいずれの性能も良好となっ
た。
Examples 1 to 3 all had good performance.

【0040】しかし、比較例1は発泡ポリスチレンビー
ズが少ないため釘打性が×となった。比較例2は発泡ポ
リスチレンビーズが多過ぎたため、比重低下により生強
度が低下し、また表面肌が悪くなった。比較例3は発泡
ポリスチレンビーズの発泡倍率が大きく、発泡後粒径も
粗かったため、表面肌が不良となった。比較例4は吸水
性ポリマーの配合量が少ないため、軽量化が不十分で釘
打性が不良となった。比較例5は吸水性ポリマーの配合
量が多いため、硬化阻害による生強度不足と表意肌悪化
となった。
However, in Comparative Example 1, the nailing property was poor because the amount of expanded polystyrene beads was small. In Comparative Example 2, since the amount of expanded polystyrene beads was too large, the green strength was reduced due to a decrease in specific gravity, and the surface skin was poor. In Comparative Example 3, since the expansion ratio of the expanded polystyrene beads was large and the particle diameter after expansion was coarse, the surface skin was poor. In Comparative Example 4, since the blending amount of the water-absorbing polymer was small, the weight reduction was insufficient and the nailing property was poor. In Comparative Example 5, since the blending amount of the water-absorbing polymer was large, the raw strength was insufficient due to the inhibition of curing, and the ideological skin deteriorated.

【0041】[0041]

【表1】 [Table 1]

【0042】[0042]

【発明の効果】本発明は、以上詳述したように構成され
ているから、セメントの強アルカリ下でも20倍以上の吸
水能力をもち、かつ吸水状態で粒状を維持する吸水性ポ
リマーと発泡倍率が10〜50倍で発泡後粒径が0.2 〜1.5
mmの熱可塑性樹脂発泡耐を併用することにより、釘打性
と表面肌に優れ、かつ製造工程の強度発現効率のよい建
材が得られるという効果があり、産業上極めて有用であ
る。
Since the present invention is constituted as described in detail above, it has a water-absorbing polymer which has a water absorption capacity of 20 times or more even under the strong alkali of cement and maintains a granular state in a water-absorbing state. Is 10 to 50 times and the particle size after foaming is 0.2 to 1.5
By using the thermoplastic resin foaming resistance of mm together, there is an effect that a building material having excellent nailing properties and surface texture and having high strength development efficiency in the manufacturing process can be obtained, which is extremely useful in industry.

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

【図1】吸水性ポリマー混入量と生強度との関係を示す
グラフである。
FIG. 1 is a graph showing a relationship between a mixed amount of a water-absorbing polymer and green strength.

【図2】吸水性ポリマー混入量と表面肌との関係を示す
グラフである。
FIG. 2 is a graph showing a relationship between a mixed amount of a water-absorbing polymer and surface skin.

【図3】吸水性ポリマー混入量と釘打性との関係を示す
グラフである。
FIG. 3 is a graph showing a relationship between a mixed amount of a water-absorbing polymer and nailability.

【図4】発泡ポリスチレンビーズ混入量と生強度との関
係を示すグラフである。
FIG. 4 is a graph showing the relationship between the amount of foamed polystyrene beads mixed and green strength.

【図5】発泡ポリスチレンビーズ混入量と表面肌との関
係を示すグラフである。
FIG. 5 is a graph showing the relationship between the amount of foamed polystyrene beads mixed and the surface skin.

【図6】発泡ポリスチレンビーズ混入量と釘打性との関
係を示すグラフである。
FIG. 6 is a graph showing the relationship between the amount of foamed polystyrene beads mixed and nailing properties.

【図7】吸水性ポリマーを0.5 重量部混入した配合系
で、発泡ポリスチレンビーズ混入量と生強度との関係を
示したグラフである。
FIG. 7 is a graph showing the relationship between the amount of foamed polystyrene beads and the green strength in a blended system containing 0.5 part by weight of a water-absorbing polymer.

【図8】吸水性ポリマーを0.5 重量部混入した配合系
で、発泡ポリスチレンビーズ混入量と表面肌との関係を
示したグラフである。
FIG. 8 is a graph showing the relationship between the amount of foamed polystyrene beads and the surface skin in a blended system containing 0.5 part by weight of a water-absorbing polymer.

【図9】吸水性ポリマーを0.5 重量部混入した配合系
で、発泡ポリスチレンビーズ混入量と釘打性との関係を
示したグラフである。
FIG. 9 is a graph showing the relationship between the amount of foamed polystyrene beads mixed and the nailing performance in a compounding system containing 0.5 part by weight of a water-absorbing polymer.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C04B 111:30 (72)発明者 水野 純一 名古屋市港区汐止町12番地 ニチハ株式 会社内 (56)参考文献 特開 平2−133356(JP,A) 特公 平4−27196(JP,B2) 特公 昭63−1276(JP,B2)──────────────────────────────────────────────────続 き Continuation of the front page (51) Int.Cl. 6 Identification code FI C04B 111: 30 (72) Inventor Junichi Mizuno 12 Nishiha-cho, Minato-ku, Nagoya-shi Nichiha Co., Ltd. (56) References JP2 -133356 (JP, A) JP 4-27196 (JP, B2) JP-B 63-1276 (JP, B2)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水硬性バインダと骨材とからなる無機窯
業系粉体100 重量部に対し、吸水性ポリマー0.2 〜1重
量部、発泡倍率が10〜50倍で発泡後の粒径が0.2 〜1.
5 mmの熱可塑性樹脂発泡体0.1 〜1重量部、および1種
もしくは複数種の混和材とを配合して成る、独立気泡を
有するオートクレーブ養生軽量セメント建材。
1. An inorganic ceramics-based powder comprising a hydraulic binder and an aggregate, 100 parts by weight of an inorganic ceramic powder, 0.2 to 1 part by weight of a water-absorbing polymer, an expansion ratio of 10 to 50 times, and a particle size after expansion of 0.2 to 1 part. 1.
An autoclave-cured lightweight cement building material having closed cells, comprising 0.1 to 1 part by weight of a 5 mm thermoplastic resin foam and one or more admixtures.
JP26513992A 1992-10-02 1992-10-02 Lightweight cement building materials Expired - Fee Related JP2748796B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26513992A JP2748796B2 (en) 1992-10-02 1992-10-02 Lightweight cement building materials

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Application Number Priority Date Filing Date Title
JP26513992A JP2748796B2 (en) 1992-10-02 1992-10-02 Lightweight cement building materials

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Publication Number Publication Date
JPH06116060A JPH06116060A (en) 1994-04-26
JP2748796B2 true JP2748796B2 (en) 1998-05-13

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Country Link
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5020431B2 (en) * 2000-07-07 2012-09-05 電気化学工業株式会社 Spraying method
US9365453B2 (en) * 2012-04-19 2016-06-14 Construction Research & Technology Gmbh Admixture and method for freeze-thaw damage resistance and scaling damage resistance of cementitious compositions

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