[go: up one dir, main page]

JP2853843B2 - Extrusion molding cement composition - Google Patents

Extrusion molding cement composition

Info

Publication number
JP2853843B2
JP2853843B2 JP17914992A JP17914992A JP2853843B2 JP 2853843 B2 JP2853843 B2 JP 2853843B2 JP 17914992 A JP17914992 A JP 17914992A JP 17914992 A JP17914992 A JP 17914992A JP 2853843 B2 JP2853843 B2 JP 2853843B2
Authority
JP
Japan
Prior art keywords
fiber
cement
extrusion molding
fibers
weight
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
JP17914992A
Other languages
Japanese (ja)
Other versions
JPH05345646A (en
Inventor
和久 早川
一人 小林
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.)
Shin Etsu Chemical Co Ltd
Original Assignee
Shin Etsu Chemical Co 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 Shin Etsu Chemical Co Ltd filed Critical Shin Etsu Chemical Co Ltd
Priority to JP17914992A priority Critical patent/JP2853843B2/en
Publication of JPH05345646A publication Critical patent/JPH05345646A/en
Application granted granted Critical
Publication of JP2853843B2 publication Critical patent/JP2853843B2/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
    • 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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/18Waste materials; Refuse organic
    • C04B18/24Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use 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)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Press-Shaping Or Shaping Using Conveyers (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】本発明は押出成形用セメント組成
物、特には従来に比べ同等もしくは少ないバインダー使
用量で優れた表面平滑性と成形性と強度とを与える、建
築物の外装材、屋根材、床材等として有用な押出成形用
セメント組成物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cement composition for extrusion molding, and in particular, to an exterior material for a building and a roof, which provide excellent surface smoothness, moldability and strength with the use of a binder equal to or less than conventional ones. The present invention relates to a cement composition for extrusion molding which is useful as a material, a flooring material and the like.

【0002】[0002]

【従来の技術】従来、建築物の外装材、屋根材、床材等
として、セメントにその10重量%程度のアスベスト繊
維、骨材等とを混合した物に、水を添加して混練し、所
望の形状のダイスを用いて押出成形して得られる、アス
ベスト繊維で補強されたセメント板が広く用いられてき
た。このアスベスト繊維は混練時の分散性が極めてよ
く、得られた混練物は押出成形に際して保形性がよく、
また保水性にも優れている。さらに押出成形品に寸法安
定性と必要強度とを付与するために行う 170℃以上の高
温での水蒸気圧力釜による養生にも十分に耐える耐熱性
を備えていた。このようにアスベスト繊維は押出成形体
の製造に際して要求される、分散性、保形性、保水性、
耐熱性などの諸性質をも同時に満足する補強繊維とし
て、他に類を見ないものであることから、押出成形用に
専ら使用されてきた。
2. Description of the Related Art Conventionally, as an exterior material, a roof material, a floor material, etc. of a building, water is added to a material obtained by mixing about 10% by weight of asbestos fiber, aggregate, etc. with cement, and kneaded. Cement boards reinforced with asbestos fibers, obtained by extrusion using a die having a desired shape, have been widely used. This asbestos fiber has extremely good dispersibility at the time of kneading, and the obtained kneaded material has good shape retention during extrusion molding.
It is also excellent in water retention. Further, the extruded product had heat resistance enough to withstand curing by a steam pressure cooker at a high temperature of 170 ° C. or higher for imparting dimensional stability and required strength to the extruded product. Thus, asbestos fibers are required in the production of extruded products, dispersibility, shape retention, water retention,
As a reinforcing fiber satisfying various properties such as heat resistance at the same time, it has been used exclusively for extrusion molding because it is unique.

【0003】しかし近年に至り、アスベスト繊維はその
独特の繊維形状に起因するといわれる発ガン性が問題と
なり、このため上記の押出成形品においてもアスベスト
を全く用いないか、その添加量を極力少なくすることが
要求されてきた。アスベストに代わる繊維として、まず
有機の合成繊維が検討されたが、いずれも分散性、保形
性、保水性が悪く、さらに有機系の繊維であるがために
耐熱性が悪く、前述した水蒸気圧力養生のできない繊維
もある。またコストの面から補強強度の高いものはアス
ベスト繊維に比べてかなり高価となるものがあり本当に
満足できるものは見あたらないという状態にある。
However, recently, asbestos fibers have a problem of carcinogenicity which is said to be caused by their unique fiber shape. Therefore, even in the above-mentioned extruded products, no asbestos is used at all or the amount of asbestos added is minimized. Have been required to do so. As an alternative to asbestos, organic synthetic fibers were first studied, but all of them were poor in dispersibility, shape retention, water retention, and because they were organic fibers, they had poor heat resistance. Some fibers cannot be cured. Further, from the viewpoint of cost, some of the materials having high reinforcing strength are considerably expensive as compared with asbestos fibers, and there is no material which is really satisfactory.

【0004】これに対し、有機天然繊維であるパルプ繊
維はコストが比較的安く、分散性についてアスベストに
及ばないものの他の有機繊維に比べて優れており、さら
にこれを一定量添加した押出成形物は、従来のアスベス
ト繊維含有セメント成形品では困難であった釘打ち、鋸
引き等の加工が可能になり、建築物の外装材としての取
り付けが容易になるという利点が与えられる。このこと
からアスベスト繊維に代わる材料として注目されるよう
になってきた。
On the other hand, pulp fiber, which is an organic natural fiber, is relatively inexpensive, is superior in dispersibility to asbestos and is superior to other organic fibers. In this method, nailing, sawing, and the like, which were difficult with conventional asbestos fiber-containing cement molded products, can be performed, and there is an advantage that attachment as a building exterior material is facilitated. For this reason, it has been attracting attention as a substitute for asbestos fiber.

【0005】一方、セメントモルタル組成物の押出成形
では一般に成形時に高い圧力がかかり、アスベスト繊維
やパルプ繊維を含有するセメント組成物の場合でさえ、
これらの繊維が持っている保水性能だけでは成形体内に
水を均一に保持させることができず、成形品をダイスか
ら吐出する際に水が分離して成形物同士を結着させるの
で、押出成形が円滑に行えないという問題があった。
On the other hand, in the extrusion molding of a cement mortar composition, high pressure is generally applied during molding, and even in the case of a cement composition containing asbestos fibers or pulp fibers,
Extrusion molding is not possible with the water retention performance of these fibers alone, because water cannot be held uniformly in the molded body, and when the molded product is discharged from the die, the water separates and binds the molded products. However, there was a problem that it could not be performed smoothly.

【0006】この成形性を改善するために、特公昭43−
7134号公報では押出成形用の組成物に有機系のバインダ
ーを使用する方法が提案された。この有機バインダーに
は、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、ヒドロキシエチルセルロース、カルボキシメチ
ルヒドロキシエチルセルロース、ポリエチレンオキサイ
ド、ポリアクリル酸ソーダ、カゼイン等があり、なかで
もセメント、骨材等の分散性能がよく保水性と粘着性に
優れているヒドロキシアルキルアルキルセルロースが広
く使用されてきた。
In order to improve the moldability, Japanese Patent Publication No.
No. 7134 proposes a method of using an organic binder in a composition for extrusion molding. This organic binder includes methylcellulose, hydroxypropylmethylcellulose, hydroxyethylcellulose, carboxymethylhydroxyethylcellulose, polyethylene oxide, sodium polyacrylate, casein and the like. Hydroxyalkylalkylcellulose, which has excellent properties, has been widely used.

【0007】このようなバインダーを添加したパルプ繊
維を含有する成形用組成物についても、これまでにいく
つかの提案がなされている。例えば、特許公昭63−1276
号公報にはパルプ繊維と一次発泡した球形樹脂とメチル
セルロース等のバインダーとを添加したセメント組成物
を押出成形することにより必要な強度を有する押出成形
体の得られることが、また特開昭63−256558号公報には
硬化促進剤を添加したセメント/木材パルプの押出成形
法が開示されている。
Some proposals have been made on molding compositions containing pulp fibers to which such a binder has been added. For example, Japanese Patent Publication No. 63-1276
Japanese Patent Application Laid-Open Publication No. Sho 63-163 discloses that an extrudate having the required strength can be obtained by extrusion molding a cement composition containing a pulp fiber, a primary foamed spherical resin and a binder such as methylcellulose. No. 256558 discloses an extrusion method of cement / wood pulp to which a hardening accelerator is added.

【0008】ところが、これらの従来技術に開示されて
いるパルプ繊維は、針葉樹ないしは広葉樹から得られる
砕木パルプか、再生された故紙パルプを使用するもので
あった。砕木パルプは原木の30〜50重量%を占めるリグ
ニンがそのまま含まれているため、これをセメント/木
材パルプの押出成形に用いると、リグニン分によりセメ
ントの硬化時間の遅延が起こり、養生に時間がかかる等
の問題があった。
However, the pulp fibers disclosed in these prior arts use groundwood pulp obtained from softwood or hardwood or recycled paper pulp. Since groundwood pulp contains lignin as it is, which accounts for 30 to 50% by weight of the raw wood, if it is used for extrusion molding of cement / wood pulp, the lignin content causes a delay in the hardening time of the cement, and the curing time is reduced. There was such a problem.

【0009】しかし、リグニンを取り除くための化学処
理を行うとパルプとして高価になり、必要な補強効果が
でる程度の量のパルプを使用すると、その全コストは従
来アスベスト繊維の利用に際してかかっていた額よりも
高くなってしまった。その上、木材パルプはその最大繊
維長が針葉樹において大凡6mm、広葉樹において2mm程
度のため、これに化学的処理を施したり、一度シート化
されたパルプを機械的手段で粉砕したりすると、その繊
維長は益々短くなり、最大25mmのものまで観察されるア
スベスト繊維に比べて、補強繊維としての効果、とりわ
け衝撃強度補強効果の低下が避けられない状態であっ
た。再生された故紙パルプでは、リグニンによる効果の
遅れはなくなるものの、繊維長の短いものが多く含まれ
ているため、同様に強度補強効果が殆ど得られない状態
にあった。
However, if the chemical treatment for removing lignin is performed, the pulp becomes expensive, and if pulp is used in such an amount that the necessary reinforcing effect is obtained, the total cost is the amount conventionally required for using asbestos fibers. It has become higher than. In addition, wood pulp has a maximum fiber length of about 6 mm for softwoods and about 2 mm for hardwoods. Therefore, if chemical treatment is applied to the pulp or the pulp once sheeted is crushed by mechanical means, the fiber pulp becomes staple. The length became shorter and shorter, and the effect as a reinforcing fiber, especially the impact strength reinforcing effect, was inevitably reduced as compared with the asbestos fiber observed up to 25 mm. In the recycled paper pulp, although the effect of lignin is no longer delayed, the pulp contains a large amount of fiber having a short fiber length.

【0010】このため、繊維補強効果をアスベスト並み
にしようとすると、かなりの量のパルプの添加が必要と
なり、コストが嵩むばかりでなく、必要なバインダーの
添加量も増えることになって益々コスト高のものとなっ
てしまう。さらにパルプ添加量を増すことで成形体の不
燃性も悪くなった。このようなことから、極力低い有機
繊維添加量で必要かつ充分な衝撃曲げ強度を有し、なお
かつ低添加量の有機バインダーでの成形が可能な、低コ
ストで製造できる有機繊維含有セメント押出成形方法の
開発が望まれてきた。
[0010] For this reason, if the effect of reinforcing the fiber is to be made comparable to that of asbestos, it is necessary to add a considerable amount of pulp, which not only increases the cost but also increases the amount of the necessary binder to be added. It becomes the thing of. Further, by increasing the amount of pulp added, the incombustibility of the molded body was also deteriorated. Therefore, an organic fiber-containing cement extrusion molding method which has a necessary and sufficient impact bending strength with an organic fiber addition amount as low as possible and can be molded with an organic binder having a low addition amount and can be produced at low cost. Development of has been desired.

【0011】そこで、本発明者らは先に特願平2-152995
号において、綿実から得られる最大長さが10mm程度の短
毛繊維を未精製の状態(粗リンター繊維)で、そのまま
補強繊維として使用すると、セメントとケイ石粉等の無
機組成物の合計量 100重量部に対し2〜5重量部の低添
加量で、アスベスト/セメント系成形体なみの衝撃強度
の得られることを提案した。しかし、上記の方法ではバ
インダー添加量を極力減らして押出成形することがで
き、なおかつ必要な強度が維持できるものの、粗リンタ
ーの繊維長が長すぎて成形体の表面に繊維の先が突出し
平滑度を悪くする欠点があった。
Therefore, the present inventors have previously described Japanese Patent Application No. Hei 2-12995.
In this item, if short hair fibers obtained from cottonseed and having a maximum length of about 10 mm are used as reinforcing fibers as they are in an unrefined state (coarse linter fibers), the total amount of cement and inorganic composition such as silica stone powder is 100%. It has been proposed that the impact strength can be obtained as low as 2 to 5 parts by weight with respect to the asbestos / cement-based molded article. However, in the above-mentioned method, extrusion molding can be performed with the binder addition amount reduced as much as possible, and the required strength can be maintained. However, the fiber length of the coarse linter is too long, and the fiber tips protrude on the surface of the molded body, and the smoothness is reduced. Had the drawback of making it worse.

【0012】[0012]

【発明が解決しようとする課題】前述したように、短い
繊維を補強繊維とするには、必要な強度を得るために添
加量を増やさなければならず、また成形直後の形状維持
に必要なバインダー添加量も多くなる。他方、細い繊維
を使用した場合には、成形品の成形直後の保形性が悪
く、とりわけ壁厚みが10〜15mm程度で、中空部分の大き
さが40mm以上もある厚手の中空押出成形を行うと、中空
部分の上部壁部分の保形性が悪くなり成形物がタレるお
それがあった。
As described above, in order to use short fibers as reinforcing fibers, the amount of addition must be increased to obtain the required strength, and the binder required for maintaining the shape immediately after molding is required. The amount of addition also increases. On the other hand, when thin fibers are used, the shape retention property immediately after molding of the molded article is poor, and particularly, thick hollow extrusion molding in which the wall thickness is about 10 to 15 mm and the size of the hollow part is 40 mm or more is performed. Then, the shape retention of the upper wall portion of the hollow portion was deteriorated, and there was a possibility that the molded product was sagged.

【0013】このような事情から 有機繊維の添加量が極力少ない、 成形体の表面状態が平滑、 成形体の衝撃、曲げ強度が大きく輸送中破損しにくい
など、使用上必要かつ充分な強度を有する、 できるだけ少ないバインダーで成形が可能、 製造材料コストが低い、 等の諸条件を満足するアスベストを含まない押出成形用
セメント組成物の出現が望まれていた。
Under these circumstances, the molded article has a necessary and sufficient strength for use, for example, the addition amount of organic fibers is as small as possible, the surface state of the molded article is smooth, the impact strength of the molded article, the bending strength is large, and the article is hardly damaged during transportation. It has been desired to develop an asbestos-free extrusion-forming cement composition that satisfies various conditions such as being able to be molded with as little binder as possible, and having low production material costs.

【0014】[0014]

【課題を解決するための手段】本発明者らはこれらの問
題を解決すべく鋭意検討した結果、綿実から得られる粗
リンター繊維は、粉砕も精製もしない未処理の状態では
最大長さが10mm程度であること、この粗リンター繊維
に、これを粉砕して得られる長さ0.03〜 0.3mmの粗リン
ター繊維を補強繊維して混合すると共に、バインダーと
して粘度の高いヒドロキシアルキルアルキルメチルセル
ロースを使用すると、前記諸条件を満足する押出成形用
セメント組成物の得られることを見出し本発明に至っ
た。
The present inventors have conducted intensive studies to solve these problems, and as a result, the crude linter fiber obtained from cottonseed has a maximum length in an untreated state without pulverization or purification. When the coarse linter fiber is about 10 mm, a coarse linter fiber having a length of 0.03 to 0.3 mm obtained by pulverizing the coarse linter fiber is mixed with a reinforcing fiber, and a high-viscosity hydroxyalkylalkylmethylcellulose is used as a binder. The present inventors have found that a cement composition for extrusion molding that satisfies the above-mentioned conditions can be obtained, and has reached the present invention.

【0015】具体的には、セメント粉体と無機組成物と
の合計量 100重量部に対し、未処理の粗リンター繊維を
1〜2重量部、これを長さ0.03〜 0.3mmに粉砕して得ら
れる粗リンター繊維を1〜3重量部および2%水溶液の
20℃での粘度が10万cps 以上のヒドロキシアルキルアル
キルセルロースを 0.4〜 0.6重量部添加してなる押出成
形用セメント組成物を提供するものである。
More specifically, 1 to 2 parts by weight of untreated crude linter fiber is crushed to a length of 0.03 to 0.3 mm with respect to 100 parts by weight of the total amount of the cement powder and the inorganic composition. 1 to 3 parts by weight of the obtained crude linter fiber and 2% aqueous solution
An object of the present invention is to provide a cement composition for extrusion molding, which comprises adding 0.4 to 0.6 parts by weight of a hydroxyalkylalkylcellulose having a viscosity at 20 ° C. of 100,000 cps or more.

【0016】本発明で使用する綿実から得られる未処理
の粗リンター繊維は通常10%以下の油脂成分を含むが、
これはセメントの硬化に特に影響を与えるものでなく、
むしろ成形をスムースにする潤滑剤として働くので、必
要なバインダー量を少なくすることができる。この繊維
の太さは一般に5〜40μm、長さは2〜10mmのものが使
用される。
The untreated crude linter fiber obtained from the cottonseed used in the present invention usually contains 10% or less of an oil component,
This has no particular effect on the hardening of the cement,
Rather, it works as a lubricant for smooth molding, so that the required amount of binder can be reduced. The fibers generally have a thickness of 5 to 40 μm and a length of 2 to 10 mm.

【0017】また、長さ0.03〜 0.3mmに粉砕して得られ
る粗リンター繊維は太さが粉砕前のものと同様の5〜40
μmのもので、未処理の粗リンター繊維を、例えば目開
き 0.3〜1mmのスクリーンを通しながら粉砕するか、粉
砕後 0.3〜 0.5mmのスクリーンまたは金網で篩別し、篩
上げ品を再度粉砕するなどの方法で得ることができる。
なお、適用される粉砕機にはナイフ型のミル、衝撃ミ
ル、振動ミル等が例示される。
The coarse linter fiber obtained by pulverizing to a length of 0.03 to 0.3 mm has a thickness of 5 to 40, similar to that before pulverization.
μm, untreated crude linter fiber is crushed, for example, by passing it through a screen having a mesh size of 0.3 to 1 mm, or sieved with a 0.3 to 0.5 mm screen or a wire mesh after the crushing, and the sieved product is crushed again. And so on.
The crusher to be applied is exemplified by a knife type mill, an impact mill, a vibration mill and the like.

【0018】これらの粗リンター繊維の添加量はコスト
の面からは少ないほどよいが、アスベスト/セメント押
出成形品なみの衝撃強度を備え、なおかつ成形直後の保
形性を得るためには、セメント粉体と無機組成物との合
計量 100重量部に対し、未処理の粗リンター繊維を1〜
2重量部と、長さ0.03〜 0.3mmに粉砕して得られる粗リ
ンター繊維を1〜3重量部の割合で混合使用することが
必要である。
The amount of the crude linter fiber added is preferably as small as possible from the viewpoint of cost. However, in order to provide impact strength comparable to that of an asbestos / cement extruded product and to obtain shape retention immediately after molding, cement powder must be added. Untreated crude linter fiber is 1 to 100 parts by weight of the total amount of the body and the inorganic composition.
It is necessary to mix and use 2 parts by weight and 1 to 3 parts by weight of a crude linter fiber obtained by grinding to a length of 0.03 to 0.3 mm.

【0019】これらの粗リンター繊維に併用されるバイ
ンダーとしてのヒドロキシアルキルアルキルセルロース
には、ヒドロキシプロピルメチルセルロース、ヒドロキ
シエチルメチルセルロース、ヒドロキシエチルエチルセ
ルロース等が例示される。この添加量はコストを下げる
意味ではできるだけ少量であることが好ましいが、極端
に添加量を下げると成形状態が悪くなることから、セメ
ントとケイ石粉等の無機組成物との合計量 100重量部に
対し、 0.4〜 0.6重量部とする必要がある。また。この
ヒドロキシアルキルアルキルセルロースの重合度に対応
する粘度指標として、2%水溶液の粘度のできるだけ高
いものを使うことが添加量を削減するために必要とな
る。具体的にはこの2%水溶液を20℃でJISウベロー
デ粘度計No.5を用いて測定した粘度で、10万cps 以上の
ものが使用される。
Examples of the hydroxyalkylalkylcellulose as a binder used in combination with these crude linter fibers include hydroxypropylmethylcellulose, hydroxyethylmethylcellulose, and hydroxyethylethylcellulose. This addition amount is preferably as small as possible in the sense of lowering the cost, but if the addition amount is extremely reduced, the molding state deteriorates, so the total amount of the cement and the inorganic composition such as silica stone powder is 100 parts by weight. On the other hand, it must be 0.4 to 0.6 parts by weight. Also. As a viscosity index corresponding to the degree of polymerization of the hydroxyalkylalkyl cellulose, it is necessary to use a 2% aqueous solution having a viscosity as high as possible in order to reduce the amount of addition. Specifically, a 2% aqueous solution having a viscosity of 100,000 cps or more measured at 20 ° C. using a JIS Ubbelohde viscometer No. 5 is used.

【0020】本発明のセメント組成物は、周知のセメン
ト材料、骨材、水、その他の添加剤等からなるが、ここ
に使用されるセメント材料には通常のポルトランドセメ
ントのほか、アルミナセメント等の特殊セメントもコス
ト面での影響のでない範囲で使用することができる。骨
材としては、ケイ石、好ましくはセメント程度の粒度の
シリカ粉が使用できるが、パーライト、パーミキュライ
ト、フライアッシュなどの軽量骨材のほか、ケイ砂5-12
号も本発明に支障のない範囲で使用できる。添加する水
の量としては押出成形できる範囲内であれば差し支えな
いが、概ねセメントおよびケイ石等の無機組成物との合
計量 100重量部に対し、20〜50重量部添加するのが好ま
しい。
The cement composition of the present invention comprises a well-known cement material, aggregate, water, other additives and the like. Cement materials used here include ordinary Portland cement and alumina cement and the like. Special cement can also be used to the extent that cost is not affected. As the aggregate, silica stone, preferably silica powder having a particle size of about cement can be used. In addition to lightweight aggregates such as pearlite, permiculite and fly ash, silica sand 5-12
No. can be used as long as it does not interfere with the present invention. The amount of water to be added is not particularly limited as long as it is within a range in which extrusion molding can be performed. However, it is preferable to add 20 to 50 parts by weight to 100 parts by weight of the total amount of the inorganic composition such as cement and silica stone.

【0021】[0021]

【実施例】【Example】

実施例1〜4、比較例1〜12 セメント70重量部とケイ石粉30重量部に対し、表1〜3
に示す種類と量の粗リンター繊維またはパルプ繊維とバ
インダーとを、20リッターのヘンシェルミキサーに添加
して500rpmで3分混合した後、さらに水を加え、10リッ
ターの双腕ニーダーで5分混練し、石川時社製押出成形
機にて押出成形を行い、成形状態を観察すると共に成形
体の保形性を測定した。さらに、この成形体を45℃、 1
00%湿度下で24時間養生した後、 170℃、9kg/cm2で8
時間オートクレーブ養生したものについて強度測定を行
った。表面の状態を手の感触で観察し、これらの結果を
表1〜3に併記した。
Examples 1-4, Comparative Examples 1-12 Tables 1-3 were based on 70 parts by weight of cement and 30 parts by weight of silica stone powder.
The crude linter fiber or pulp fiber and the binder of the type and amount shown in Table 2 were added to a 20 liter Henschel mixer, mixed at 500 rpm for 3 minutes, water was further added, and the mixture was kneaded with a 10 liter double arm kneader for 5 minutes. Extrusion was performed with an extruder manufactured by Ishikawa Tokisha Co., Ltd., and the molded state was observed and the shape retention of the molded body was measured. In addition, the molded body was heated at 45 ° C, 1
After curing under 00% humidity for 24 hours, 170 ℃, 9kg / cm 2 at 8
The strength was measured for those that had been autoclaved for hours. The state of the surface was observed by touch of the hand, and these results are also shown in Tables 1 to 3.

【0022】(使用した材料の明細) 粗リンター繊維の粉砕品:未処理の粗リンター繊維をビ
クトリーミルVP-1(ホソカワミクロン社製、商品名)、
スクリーン1mmを用いて、1kg/時間の速度で衝撃粉砕
したもの。 バインダー: ・ 90SH-10万:信越化学工業社製、ヒドロキシプロピル
メチルセルロース、2%水溶液の粘度が10万cps (JIS
ウベローデ粘度計No.5を用いて20℃で測定)。 ・ 90SH-20万:同前、ヒドロキシプロピルメチルセルロ
ース、2%水溶液の粘度が20万cps (同前)。 ・ 90SH-3万:同前、ヒドロキシプロピルメチルセルロ
ース、2%水溶液の粘度が3万cps (同前)。
(Details of Materials Used) Pulverized crude linter fiber: Untreated crude linter fiber was treated with Victory Mill VP-1 (trade name, manufactured by Hosokawa Micron Corporation),
Impact crushed at a speed of 1 kg / hour using a screen of 1 mm. Binder: 90SH-100,000: manufactured by Shin-Etsu Chemical Co., Ltd., hydroxypropyl methylcellulose, 2% aqueous solution has a viscosity of 100,000 cps (JIS
Measured at 20 ° C using Ubbelohde viscometer No. 5).・ 90SH-200,000: Same as before, hydroxypropyl methylcellulose, viscosity of 2% aqueous solution is 200,000 cps (as before). -90SH-30,000: hydroxypropyl methylcellulose, the viscosity of a 2% aqueous solution is 30,000 cps (as before).

【0023】(試験法の明細) 保形性およびその評価:厚み10mm、幅75mm、長さ40cmの
成形シートを、25cmの間隔で配置した高さ10cmの2本の
木の上にのせ、2分間放置後にタレ下がった長さを測定
し、 ・タレ下がった長さが20〜30mmのものを‥‥○、 ・タレ下がった長さが30〜40mmのものを‥‥△、 ・タレ下がった長さが40mm以上のものを‥‥×とした。 成形状態: ・幅75mm、厚み10mmの成形体が成形直後、亀裂なく成形
されたものを‥‥○、 ・同様の条件で亀裂が生じたものを‥‥×とした。 成形品表面状態:触感により、成形品の表面状態が最も
よいものを‥ 100、最も悪いものを‥0として評価し、
それぞれを棒グラフで表した。 衝撃強度:JIS K-6971に準じたシャルビー衝撃強度で測
定。 曲げ強度:JIS R-5201に準じた曲げ強度で測定。
(Specification of Test Method) Shape Retention and Evaluation: A molded sheet having a thickness of 10 mm, a width of 75 mm and a length of 40 cm is placed on two trees of 10 cm in height arranged at intervals of 25 cm. Measure the length of the sagging after leaving it for a minute, ・ ○ for the sagging length of 20-30mm, ○ for the sagging length of 30-40mm, ・ ・ Sagging for the sagging length of 30-40mm Those having a length of 40 mm or more were rated as Δ ×. Molding state: A molded article having a width of 75 mm and a thickness of 10 mm immediately after molding was formed without cracks, and a mark was formed. Molded product surface condition: The best surface condition of the molded product was evaluated as ‥ 100 and the worst one was evaluated as ‥ 0,
Each was represented by a bar graph. Impact strength: Measured by Charby impact strength according to JIS K-6971. Flexural strength: Measured by flexural strength according to JIS R-5201.

【0024】[0024]

【表1】 [Table 1]

【0025】[0025]

【表2】 [Table 2]

【0026】[0026]

【表3】 [Table 3]

【0027】[0027]

【発明の効果】本発明の押出成形用セメント組成物によ
れば、 有機繊維の添加量が少ない、 成形体の表面状態が平滑である、 成形体の衝撃、曲げ強度が大きく輸送中破損しにくい
など、使用上必要かつ充分な強度がある、 できるだけ少ないバインダーで成形が可能、 製造材料コストが低い、 等の諸条件を満足することができる。
EFFECTS OF THE INVENTION According to the cement composition for extrusion molding of the present invention, the amount of organic fiber added is small, the surface condition of the molded product is smooth, the impact and bending strength of the molded product are large, and the molded product is not easily damaged during transportation. It satisfies various conditions such as necessary and sufficient strength in use, molding with as little binder as possible, and low production material cost.

フロントページの続き (58)調査した分野(Int.Cl.6,DB名) C04B 28/02 - 28/04 C04B 16/02 C04B 24/38 B28B 3/20Continuation of the front page (58) Field surveyed (Int.Cl. 6 , DB name) C04B 28/02-28/04 C04B 16/02 C04B 24/38 B28B 3/20

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】セメント粉体と無機組成物との合計量 100
重量部に対し、未処理の粗リンター繊維を1〜2重量
部、これを長さ0.03〜 0.3mmに粉砕して得られる粗リン
ター繊維を1〜3重量部および2%水溶液の20℃での粘
度が10万cps 以上のヒドロキシアルキルアルキルセルロ
ースを 0.4〜 0.6重量部添加してなる押出成形用セメン
ト組成物。
1. A total amount of a cement powder and an inorganic composition of 100
1 to 2 parts by weight of an untreated crude linter fiber and 1 to 3 parts by weight of a crude linter fiber obtained by pulverizing the untreated crude linter fiber to a length of 0.03 to 0.3 mm and a 2% aqueous solution at 20 ° C. A cement composition for extrusion molding comprising 0.4 to 0.6 parts by weight of a hydroxyalkylalkylcellulose having a viscosity of 100,000 cps or more.
JP17914992A 1992-06-12 1992-06-12 Extrusion molding cement composition Expired - Fee Related JP2853843B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17914992A JP2853843B2 (en) 1992-06-12 1992-06-12 Extrusion molding cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17914992A JP2853843B2 (en) 1992-06-12 1992-06-12 Extrusion molding cement composition

Publications (2)

Publication Number Publication Date
JPH05345646A JPH05345646A (en) 1993-12-27
JP2853843B2 true JP2853843B2 (en) 1999-02-03

Family

ID=16060826

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17914992A Expired - Fee Related JP2853843B2 (en) 1992-06-12 1992-06-12 Extrusion molding cement composition

Country Status (1)

Country Link
JP (1) JP2853843B2 (en)

Also Published As

Publication number Publication date
JPH05345646A (en) 1993-12-27

Similar Documents

Publication Publication Date Title
KR910009888B1 (en) Cement composition for extrusion molding
KR20080106508A (en) Building products
JPH07291707A (en) Production of fiber reinforced cement plate
JP2689171B2 (en) Manufacturing method of hydraulic material molded body
JPH0632643A (en) Hydraulic inorganic composition
JP2853843B2 (en) Extrusion molding cement composition
JP2517393B2 (en) Cement extrusion molding composition
JP2839724B2 (en) Cement composition
Stevulova et al. Cellulose fibres used in building materials
JPH08333152A (en) Cement composition and auxiliary for its extrusion molding
JPH0345545A (en) Cement composition free from asbestos for extrusion molding
JP2910285B2 (en) Cement building material products
KR950014704B1 (en) Hydraulic Cement Substrate Composition for Extrusion
JP2006069807A (en) Inorganic board and its manufacturing method
JP2565612B2 (en) Asbestos-free cement composition for extrusion molding
JPH0816020B2 (en) Method for producing inorganic extrudate
JPH0733298B2 (en) Method for producing inorganic extrudate
KR970008736B1 (en) Manufacturing method of slag board
JPH0735286B2 (en) Method for producing inorganic extrudate
JPH0747537A (en) Production of hydraulic inorganic composition
JP3526620B2 (en) Binder for building material composition
JP2006069806A (en) Inorganic board and its manufacturing method
JPH09227204A (en) Inorganic cement board and its production
JP3215353B2 (en) Calcium silicate plate and method for producing the same
JP2514460B2 (en) Extrusion molding method for inorganic products

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20071120

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081120

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091120

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101120

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101120

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111120

Year of fee payment: 13

LAPS Cancellation because of no payment of annual fees