JPH04139044A - Cement composition - Google Patents
Cement compositionInfo
- Publication number
- JPH04139044A JPH04139044A JP2416593A JP41659390A JPH04139044A JP H04139044 A JPH04139044 A JP H04139044A JP 2416593 A JP2416593 A JP 2416593A JP 41659390 A JP41659390 A JP 41659390A JP H04139044 A JPH04139044 A JP H04139044A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- fibers
- pulp
- weight
- asbestos
- 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
Links
- 239000004568 cement Substances 0.000 title claims abstract description 38
- 239000000203 mixture Substances 0.000 title claims description 19
- 239000012783 reinforcing fiber Substances 0.000 claims abstract description 8
- 239000000835 fiber Substances 0.000 abstract description 39
- 239000010425 asbestos Substances 0.000 abstract description 22
- 229910052895 riebeckite Inorganic materials 0.000 abstract description 22
- 238000005452 bending Methods 0.000 abstract description 8
- 235000012343 cottonseed oil Nutrition 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 230000035939 shock Effects 0.000 abstract 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 238000001125 extrusion Methods 0.000 description 14
- 238000000465 moulding Methods 0.000 description 14
- 239000011230 binding agent Substances 0.000 description 13
- 229920001131 Pulp (paper) Polymers 0.000 description 9
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 239000000377 silicon dioxide Substances 0.000 description 9
- 239000000123 paper Substances 0.000 description 8
- 230000000052 comparative effect Effects 0.000 description 7
- 230000014759 maintenance of location Effects 0.000 description 7
- 206010016807 Fluid retention Diseases 0.000 description 6
- 239000007864 aqueous solution Substances 0.000 description 6
- 229920000609 methyl cellulose Polymers 0.000 description 6
- 239000001923 methylcellulose Substances 0.000 description 6
- 235000010981 methylcellulose Nutrition 0.000 description 6
- 239000010893 paper waste Substances 0.000 description 6
- 239000002002 slurry Substances 0.000 description 6
- 239000011398 Portland cement Substances 0.000 description 5
- 239000010954 inorganic particle Substances 0.000 description 5
- 239000004575 stone Substances 0.000 description 5
- 238000011282 treatment Methods 0.000 description 5
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 4
- 239000007844 bleaching agent Substances 0.000 description 4
- 238000005266 casting Methods 0.000 description 4
- 239000000460 chlorine Substances 0.000 description 4
- 229910052801 chlorine Inorganic materials 0.000 description 4
- 239000011121 hardwood Substances 0.000 description 4
- 239000000843 powder Substances 0.000 description 4
- 229920000742 Cotton Polymers 0.000 description 3
- 229920001479 Hydroxyethyl methyl cellulose Polymers 0.000 description 3
- 239000002253 acid Substances 0.000 description 3
- 229920013820 alkyl cellulose Polymers 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 description 3
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 description 3
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 description 3
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical compound OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 description 3
- 229920005610 lignin Polymers 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 229920002401 polyacrylamide Polymers 0.000 description 3
- 239000011122 softwood Substances 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 229920002678 cellulose Polymers 0.000 description 2
- 239000001913 cellulose Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 229920013819 hydroxyethyl ethylcellulose Polymers 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- UKLNMMHNWFDKNT-UHFFFAOYSA-M sodium chlorite Chemical compound [Na+].[O-]Cl=O UKLNMMHNWFDKNT-UHFFFAOYSA-M 0.000 description 2
- 229960002218 sodium chlorite Drugs 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- LNAZSHAWQACDHT-XIYTZBAFSA-N (2r,3r,4s,5r,6s)-4,5-dimethoxy-2-(methoxymethyl)-3-[(2s,3r,4s,5r,6r)-3,4,5-trimethoxy-6-(methoxymethyl)oxan-2-yl]oxy-6-[(2r,3r,4s,5r,6r)-4,5,6-trimethoxy-2-(methoxymethyl)oxan-3-yl]oxyoxane Chemical compound CO[C@@H]1[C@@H](OC)[C@H](OC)[C@@H](COC)O[C@H]1O[C@H]1[C@H](OC)[C@@H](OC)[C@H](O[C@H]2[C@@H]([C@@H](OC)[C@H](OC)O[C@@H]2COC)OC)O[C@@H]1COC LNAZSHAWQACDHT-XIYTZBAFSA-N 0.000 description 1
- 229920000663 Hydroxyethyl cellulose Polymers 0.000 description 1
- 239000004354 Hydroxyethyl cellulose Substances 0.000 description 1
- 229920003171 Poly (ethylene oxide) Polymers 0.000 description 1
- 239000005708 Sodium hypochlorite Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000012670 alkaline solution Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 1
- 238000004061 bleaching Methods 0.000 description 1
- 230000000711 cancerogenic effect Effects 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 229920003090 carboxymethyl hydroxyethyl cellulose Polymers 0.000 description 1
- 231100000315 carcinogenic Toxicity 0.000 description 1
- 239000005018 casein Substances 0.000 description 1
- BECPQYXYKAMYBN-UHFFFAOYSA-N casein, tech. Chemical compound NCCCCC(C(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(CC(C)C)N=C(O)C(CCC(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(C(C)O)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(COP(O)(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(N)CC1=CC=CC=C1 BECPQYXYKAMYBN-UHFFFAOYSA-N 0.000 description 1
- 235000021240 caseins Nutrition 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 1
- 125000002768 hydroxyalkyl group Chemical group 0.000 description 1
- 235000019447 hydroxyethyl cellulose Nutrition 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000000314 lubricant Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 235000019198 oils Nutrition 0.000 description 1
- 239000011087 paperboard Substances 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920001495 poly(sodium acrylate) polymer Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- -1 propyl methyl Chemical group 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- SUKJFIGYRHOWBL-UHFFFAOYSA-N sodium hypochlorite Chemical compound [Na+].Cl[O-] SUKJFIGYRHOWBL-UHFFFAOYSA-N 0.000 description 1
- NNMHYFLPFNGQFZ-UHFFFAOYSA-M sodium polyacrylate Chemical compound [Na+].[O-]C(=O)C=C NNMHYFLPFNGQFZ-UHFFFAOYSA-M 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 229920003169 water-soluble polymer Polymers 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
[0001] [0001]
本発明は、セメント組成物、とくには従来に比べ同等も
しくはそれ以上の強度のセメント成形品を与えるセメン
ト組成物に関するものである。
[0002]TECHNICAL FIELD The present invention relates to a cement composition, and particularly to a cement composition that provides a cement molded article with strength equal to or greater than that of conventional cement compositions. [0002]
従来、建築物の外壁材、屋根材、床材等として、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
。これは、セメントと10重量%程度のアスベスト繊維
、骨材等との混合物に、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するか、水に希釈してスラリ
ー状とし抄造成形、型枠流し込み成形等の方法によって
製造されていた。
[0003]
このアスベスト繊維は混線、混合時の分散性が極めてよ
く、これによって得られる混線物は押出成形に際しての
保形性がよく、また水と共にセメント粒子を繊維の隙間
に保持する能力に侵れ、容易に厚めの抄造成形板が得ら
れる性能を持っている。さらには成形品に寸法安定性と
必要強度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おいても、これが耐熱性に優
れているために強度補強繊維としての性能を充分に発揮
している。
このようにアスベスト繊維は成形品の製造に際して要求
される、分散性、保形性、保水性、スラリー中での無機
粒子の保持性、耐熱性などの諸性質を同時に満足する他
に類を見ない補強繊維であることから、押出成形、抄造
等による各種成形品の製造に専ら使用されてきた。
[0004]
しかし、近年に至りアスベス1[i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のために、上記の各
種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ている。
アスベストに代る繊維として、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、スラリ
ー中での無機粒子の保持性が悪く、さらに有機系の繊維
であるがために耐熱性も劣り、前述した水蒸気圧力養生
のできない繊維もある。またコスト面からも補強強度の
高いものはアスベスト繊維に比べて可成高価となるもの
があり、本当に満足できるものは見当らないという状態
にある。
[0005]
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繊維には及ばな
いものの他の有機繊維に比べて優れており、さらにこれ
を一定量添加して得た成形品は、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付け
が容易になるという利点が与えられることから、アスベ
スト繊維に代る材料として近年注目されてきている。
[0006]
一方、セメントモルタル組成物の押出成形においては、
一般に成形時に多くの圧力がかかり、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も、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、押出成形体が凝結硬化
するまでの間に水を分離して成形物同士を粘着させるの
で、ダイスから吐出した成形体をそのままの形に維持さ
せることが困難であった。
[0007]
この成形性を改善するため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ている。この有
機バインダーとしては、例えば特公昭43−7134号
公報に記載されているメチルセルロース、ヒドロキシプ
ロピルメチルセルロース等のほかに、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と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いる。
[0008]
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、これまでに幾つかの提案がな
されている。例えば、特公昭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ーチルセルロ
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、鋸引きや釘打ちの可能な成形体の
得られることが示されている。
[0009]
しかし、こ糺らの従来技術に開示されているパルプ繊維
は、繊維長が最高6mm程度の針葉樹ないしは最高2m
m程度の広葉樹からのウッドパルプか、これから再生さ
れた故紙パルプであり、とくにウッドパルプを用いた場
合にパルプ中のリグニンの含量が多いと、セメントの硬
化時間を遅らせ養生に多くの時間がかかるので、通常化
学処理によりその30〜50%を占めるリグニンを除去
したパルプが用いられる。
[0010]
この化学処理を施したパルプは高価な上、繊維長が一層
短くなるため、最高25mmまで観察されるアスベスト
繊維に比べ、補強繊維としての効果、とりわけ衝撃強度
補強効果に著しく劣ることになる。
他方、再生された故紙パルプではリグニンによる硬化の
遅れはなくなるものの繊維長の一層短いものが多く、強
度補強効果に欠けるものとなる。
[0011]
この繊維補強効果をウッドパルプでもってアスベスト並
にしようとすると、かなりの量添加しなければならず、
それによるコスト高がもたらされた。
このような繊維長の短いパルプでは(アスベスト繊維を
使用する場合と異なって)セメントスラリー中の無機粒
子の保持性が悪いため、厚手の抄造板を作る際に、ポリ
アクリルアミド等の高分子凝集剤によりセメントなどの
無機粒子を凝集させて抄造する必要があり、このことか
らもコスト高を招くことになった。
同様に、特開昭63−256558号公報には硬化促進
剤を添加したセメント/ウッドパルプの押出成形が開示
されているが、この方法は硬化促進剤の採用により一層
高価なものとなっている。そして、このウッドパルプの
増加はセメント成形体の不燃性を低下させることにもな
っていた。
[0012]Conventionally, cement boards reinforced with asbestos fibers have been widely used as exterior wall materials, roof materials, floor materials, etc. of buildings. This is made by adding water to a mixture of cement and about 10% by weight of asbestos fibers, aggregates, etc., kneading it, and extruding it using a die of the desired shape, or diluting it with water to form a slurry, and making it into paper. It was manufactured by methods such as molding and mold casting. [0003] This asbestos fiber has extremely good dispersibility during mixing and mixing, and the resulting mixed material has good shape retention during extrusion molding. It has the ability to easily produce thick paper sheets. Furthermore, even when cured in a steam pressure cooker at a high temperature of 170°C or higher to impart dimensional stability and necessary strength to molded products, this fiber has excellent heat resistance, so it can fully perform as a strength reinforcing fiber. He is showing his full potential. In this way, asbestos fibers are unique in that they simultaneously satisfy the various properties required for manufacturing molded products, such as dispersibility, shape retention, water retention, retention of inorganic particles in slurry, and heat resistance. Because it is a reinforcing fiber that does not have any carbon dioxide, it has been used exclusively for the production of various molded products by extrusion molding, paper forming, etc. [0004] However, in recent years, asbestos 1 fiber is said to be carcinogenic due to its unique fiber shape. It is becoming necessary to do so. Organic synthetic fibers were first considered as fibers to replace asbestos, but all of them had poor dispersibility, shape retention, water retention, and retention of inorganic particles in slurry. Therefore, their heat resistance is poor, and some fibers cannot be subjected to the steam pressure curing described above. In addition, from a cost perspective, some materials with high reinforcement strength are considerably more expensive than asbestos fibers, and it is difficult to find any material that is truly satisfactory. [0005] On the other hand, pulp fiber, which is an organic natural fiber, is relatively cheap in cost, and although it is not as good as asbestos fiber in terms of dispersibility, it is superior to other organic fibers. The obtained molded product can be processed by nailing, sawing, etc., which was difficult to do with conventional asbestos fiber-containing cement molded products, and has the advantage of being easy to install as an exterior material for buildings. For this reason, it has been attracting attention in recent years as an alternative material to asbestos fibers. [0006] On the other hand, in extrusion molding of a cement mortar composition,
In general, a lot of pressure is applied during molding, and even in the case of cement compositions containing asbestos fibers or pulp fibers, the water retention properties of these fibers alone cannot uniformly retain water within the molded body, and extrusion Since the water is separated and the molded products adhere to each other until the molded product is solidified and hardened, it has been difficult to maintain the shape of the molded product discharged from the die. [0007] In order to improve this moldability, a method has been proposed in which an organic binder is used in a composition for extrusion molding. Examples of this organic binder include methylcellulose, hydroxypropylmethylcellulose, etc. described in Japanese Patent Publication No. 43-7134, as well as hydroxyethylcellulose, carboxymethylhydroxyethylcellulose, polyethylene oxide, sodium polyacrylate, casein, etc. Among these, hydroxyalkylalkyl cellulose is widely used because it has good dispersibility in cement, aggregate, etc., and has excellent water retention and adhesive properties. [0008] Several proposals have been made so far regarding molding compositions containing pulp fibers to which such binders are added. For example, Japanese Patent Publication No. 63-1276 discloses that a cement composition containing pulp fibers, a primarily foamed spherical resin, and a binder such as methylcellulose is extruded and molded into a mold that can be sawed or nailed. It has been shown that the body can be obtained. [0009] However, the pulp fibers disclosed in the prior art of Kotada et al.
It is either wood pulp from hardwoods of about 500 yen in size or waste paper pulp recycled from this. Especially when wood pulp is used, if the content of lignin in the pulp is high, it slows down the hardening time of cement and takes a lot of time for curing. Therefore, pulp from which 30 to 50% of lignin has been removed by chemical treatment is usually used. [0010] Pulp subjected to this chemical treatment is expensive and has a shorter fiber length, so compared to asbestos fibers that can be observed up to 25 mm, it is significantly inferior in its effectiveness as a reinforcing fiber, especially its impact strength reinforcement effect. Become. On the other hand, recycled waste paper pulp eliminates the hardening delay caused by lignin, but many have shorter fiber lengths and lack strength reinforcing effects. [0011] In order to achieve this fiber reinforcing effect on par with asbestos using wood pulp, a considerable amount must be added.
This resulted in higher costs. Pulp with such short fiber length has poor retention of inorganic particles in cement slurry (unlike when asbestos fibers are used), so when making thick paperboards, polymer flocculants such as polyacrylamide are used. Therefore, it is necessary to agglomerate inorganic particles such as cement to form paper, which also leads to higher costs. Similarly, JP-A-63-256558 discloses extrusion molding of cement/wood pulp with the addition of a hardening accelerator, but this method becomes more expensive due to the use of the hardening accelerator. . This increase in wood pulp also reduced the nonflammability of the cement molded body. [0012]
このような事情から、
■有機繊維の添加量が極力少ない;
■釘打ち、鋸引きが可能;
■成形板の輸送途中での破損が起きにくい;■使用上、
必要かつ充分な衝撃・曲げ・圧縮強度を有する;■でき
るだけ少ない有機バインダー量で成形可能;■製造コス
トが低い;
の諸要件を満足する有機繊維含有成形用セメント組成物
の出現が望まれていた。
[0013]Due to these circumstances, ■ The amount of organic fiber added is as small as possible; ■ Nailing and sawing are possible; ■ The molded board is less likely to be damaged during transportation; ■ In use,
It has been desired to develop an organic fiber-containing molding cement composition that satisfies the following requirements: - has the necessary and sufficient impact, bending, and compressive strengths; - can be molded with as little organic binder as possible; - has low manufacturing costs. . [0013]
本発明は、これらの課題を解決すべく鋭意検討の結果達
成されたもので、成形用セメント組成物として未精製粗
リンターを補強繊維として含有するものとしたことを要
旨とするものである。
以下、本発明の詳細な説明すると、本発明において補強
繊維として用いられる未精製粗リンターとは、綿実から
長毛繊維(リント)を刈り取った後、さらに綿実の殻か
ら分離される最大長さが10mm程度の低価格の短毛繊
維(粗リンター)を、アルカリ溶液や塩素系漂白剤など
で精製する前の、そのままの状態のもので、これを使用
して押出しまたは抄造成形して得られる成形体では、セ
メント、ゲイ石粉等の無機成分の総和100重量部に対
して僅か2〜5重量部という未精製粗リンターの添加量
でアスベスト/セメント系成形体並の衝撃強度の得られ
ることを見出し、本発明に至ったものである。
[0014]
なお、この短毛繊維(粗リンター)には10%以下の油
脂成分を含有するが、これはセメントの硬化に悪影響を
与えるものではなく、むしろ成形を円滑にする潤滑剤と
して働くので、成形時に必要な有機バインダーの量を減
少させることができる。
上述したように、この粗リンターのセメント、ケイ石粉
等の無機成分の総和100重量部に対する添加量は2〜
5重量部という僅かな量で有効である。
[0015]
押出成形に際し併用されるバインダーとしては、従来の
押出成形用セメント組成物において一般に用いられてき
た水溶性のアルキルセルロースおよび/またはヒドロキ
シアルキルアルキルセルロースが使用でき、具体的には
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。
[0016]
この添加量はコスト低下のためにできるだけ少ないこと
が望ましいが、極端に低下させると成形状態が悪くなる
ことから、セメント、ケイ石粉等の無機成分の総和10
0重量部に対して0.3〜0.5重量部とすることが好
ましい。
また使用するバインダーの重合度に対応する粘度指標と
しては、2%水溶液における粘度が高いものほど、添加
量を減らすことができるので好ましい。具体的には2%
水溶液の20℃における粘度で15,000cps以上
、とくには30000cps以上のものが採用される。
[0017]
抄造成形に際し使用される凝集剤には、通常使用される
ポリアクリルアミド等の水溶性高分子凝集剤のほか、硫
酸アルミニウム等の無機凝集剤でも差し支えない。この
添加量は所望の厚みの成形が容易となる程度のスラリー
に対し0.5%以下で充分である。
型枠流し込み成形に使用される流動性改良およびブリー
ジング防止用の混和剤としては、水溶性のアルキルセル
ロースおよび/またはヒドロキシアルキルアルキルセル
ロースが使用でき、具体的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、ヒドロキシエチルメ
チルセルロース、ヒドロキシエチルエチルセルロースな
どが例示される。
これらの成形時における保形性、潤滑性、保水性、無機
粒子の保持性などの向上のために、粗リンターに加えて
アスベスト繊維を添加することもできるが、従来の成形
用アスベス) IM維であればコストに影響しない程度
に少量、具体的には5重量%以下添加しても本発明の目
的は達成できる。
[0018]
本発明のセメント組成物の主剤であるセメントモルタル
は周知のセメント材料である、骨材、水、その他の添加
剤等からなるカミ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に影響しない範囲で使用するこ
ともできる。
骨材としてケイ石、好ましくはセメント程度の粒度のシ
リカ粉も使用でき、さらにパーライト、バーミキュライ
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または抄造成形できる範囲
内であれば差し支えなく、例えばセメントおよびケイ石
などの無機成分100重量部に対し、押出成形の場合で
概ね20〜50重量部、抄造成形および型枠流し込み成
形の場合で50〜400重量部の割合で添加するのが好
ましい。
[0019]The present invention was achieved as a result of intensive studies to solve these problems, and its gist is that a cement composition for molding contains unrefined crude linter as a reinforcing fiber. To explain the present invention in detail below, unrefined crude linter used as reinforcing fiber in the present invention refers to the maximum length of long hair fiber (lint) that is separated from the cottonseed shell after cutting the long hair fibers (lint) from the cottonseed. Low-priced short fibers (crude linters) with a diameter of about 10 mm are obtained by extrusion or paper-forming without being purified with alkaline solution or chlorine bleach. It has been shown that impact strength comparable to that of asbestos/cement-based molded products can be obtained in molded products by adding only 2 to 5 parts by weight of unrefined crude linter to 100 parts by weight of inorganic components such as cement and gay stone powder. This is the heading that led to the present invention. [0014] Although this short-haired fiber (crude linter) contains less than 10% of oil and fat components, this does not have a negative effect on the hardening of cement, but rather works as a lubricant to facilitate molding. , the amount of organic binder required during molding can be reduced. As mentioned above, the amount of this crude linter added to 100 parts by weight of the total inorganic components such as cement and silica powder is 2 to 2.
Amounts as low as 5 parts by weight are effective. [0015] As the binder used in combination during extrusion molding, water-soluble alkyl cellulose and/or hydroxyalkylalkyl cellulose that have been generally used in conventional cement compositions for extrusion molding can be used, and specifically, methyl cellulose, hydroxy Examples include propyl methyl cellulose, hydroxyethyl methyl cellulose and hydroxyethyl ethyl cellulose. [0016] It is desirable that the amount added be as small as possible in order to reduce costs, but if it is too low, the molding condition will deteriorate, so the total amount of inorganic components such as cement and silica powder should be 10
It is preferable to set it as 0.3-0.5 weight part with respect to 0 weight part. Further, as a viscosity index corresponding to the degree of polymerization of the binder used, the higher the viscosity in a 2% aqueous solution, the more preferable it is because the amount added can be reduced. Specifically, 2%
The viscosity of an aqueous solution at 20° C. is 15,000 cps or more, particularly 30,000 cps or more. [0017] The flocculant used during paper forming may be a commonly used water-soluble polymer flocculant such as polyacrylamide, or an inorganic flocculant such as aluminum sulfate. The addition amount is sufficient to be 0.5% or less to a slurry that can be easily molded to a desired thickness. Water-soluble alkyl cellulose and/or hydroxyalkyl alkyl cellulose can be used as admixtures for improving fluidity and preventing breathing in mold casting, and specifically methyl cellulose, hydroxypropyl methyl cellulose, and hydroxyethyl methyl cellulose. , hydroxyethyl ethyl cellulose and the like. In order to improve shape retention, lubricity, water retention, inorganic particle retention, etc. during molding, asbestos fibers can be added in addition to coarse linter; If so, the object of the present invention can be achieved even if it is added in a small amount, specifically 5% by weight or less, without affecting the cost. [0018] Cement mortar, which is the main component of the cement composition of the present invention, is a well-known cement material consisting of aggregate, water, other additives, etc. The cement mortar used here includes ordinary Portland cement. In addition, special cement such as alumina cement can also be used as long as it does not affect the cost. Silica stone, preferably silica powder with a grain size comparable to cement, can also be used as an aggregate, as well as lightweight aggregates such as perlite, vermiculite, and fly ash, as well as silica sand.
No. 12 can also be used as long as it does not interfere with the present invention. There is no problem with the amount of water to be added as long as it is within the range that can be used for extrusion or paper forming.For example, for 100 parts by weight of inorganic components such as cement and silica stone, in the case of extrusion molding, it is approximately 20 to 50 parts by weight, and for paper forming and forming. In the case of mold casting, it is preferably added in a proportion of 50 to 400 parts by weight. [0019]
以下、本発明の具体的態様を実施例および比較例により
説明するが、本発明はこの実施例に限定されるものでは
ない。
実施例1
綿実から長毛繊維(リント)を刈り取った後に分離され
たままの短毛繊維である、未精製粗リンターを綿状のま
ま、普通ポルトランドセメント70重量部、ケイ石(鳥
屋根社製)30重量部と共に、表1に示す条件で、さら
に水、バインダーを加え、ヘンシェルミキサーにより5
00rpmで3分間混合した後、容量10リツトルの双
腕ニーダ−で5分間混練し、ついで押出成形機(石川時
製作所社製)を用いて幅75mm、間隙6mmのダイス
よりシート状に押出成形して成形状態を観察した。この
際、シート両端に亀裂が生じない状態を○、亀裂が生じ
た場合を×として評価した。
[0020]
また、押出成形機より吐出直後の成形物を30g採取し
、丸めてビニール袋に入れ、45℃の恒温装置内で養生
し、この丸めた成形物に20kgの重石をかけて変形し
なくなるまでに要する時間を測定し、硬化時間とした。
さらに、得られた成形体(シート)について、まず45
℃、相対湿度100%の下で24時間養生し、ついでオ
ートクレーブ中で170℃、9kg/cm2の加圧下に
8時間養生した後、下記の方法で衝撃強度、曲げ強度、
圧縮強度と釘打ち性を測定した。
また、表中のパルプコストは故紙パルプの添加量5重量
部における成形体に占めるコストを1とした場合の比率
で表わした。
なお、使用したバインダーの詳細も下記に示した。
[0021]
(測定法)
衝撃強度:
JIS K−6971に準じたシャルピー衝撃強度に
よる。
曲げ強度および圧縮強度:
JIS R−5201に準じた曲げ圧縮強度による。
釘打ち性:
成形体(押出成形の場合は間隙15mmのダイスより成
形したもの)を、45℃、相対湿度100%の下で24
時間養生し、さらにオートクレーブ中で170℃、9k
g/cm2の加圧下で8時間養生したものについて、直
径2mmの釘を打ったときに、成形体が割れなかったも
のを○、割れたものを×とした。
[0022]
(バインダー)
A:90SH−100000(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20℃
での粘度が80,000cps)B : 90SH−1
5000(同社製、同、2%水溶液の20℃での粘度が
15゜000cps)
C: 5EW−15T (同社製、ヒドロキシエチルメ
チルセルロース、2%水溶液の20℃での粘度が15,
000cps)D: 5M−8000(同社製、メチル
セルロース、2%水溶液の20℃での粘度が8,000
cps)
[0023]
比較例1
故紙パルプ(未晒し砕木パルプよりの) 未晒しの広葉
樹および針葉樹砕木パルプ、並びにリンターパルプ(棉
から得られたリンターに希薄水酸化ナトリウム水溶液に
よる煮沸、亜塩素酸ナトリウム等の塩素系漂白剤による
漂白、酸による脱灰等の一連の処理を施して得られたも
の)について、予め各シート重量の16倍の水に分散さ
せた後、表1、表2に示す添加水量(水比)となるよう
に脱水しセメント70重量部、ケイ530重量部と共に
表示のバインダーを加えてヘンシェルミキサーに投じ、
実施例と同様に処理し同様に測定した。
[0024]
比較例2
実施例1において未精製粗リンターの代わりにアスベス
ト6D−3(レイク社製)を加えたほかは表2に示す条
件で同様に成形し、同様の測定を行った。
以上の結果を表1および表2に示した。
[0025]Hereinafter, specific embodiments of the present invention will be explained using Examples and Comparative Examples, but the present invention is not limited to these Examples. Example 1 Unrefined crude linter, which is short-haired fibers that remain separated after cutting the long-haired fibers (lint) from cottonseed, was mixed with 70 parts by weight of ordinary Portland cement, silica stone (manufactured by Toriyana Co., Ltd.), and 70 parts by weight of ordinary Portland cement. ), water and a binder were further added under the conditions shown in Table 1, and 5 parts by weight were added using a Henschel mixer.
After mixing at 00 rpm for 3 minutes, the mixture was kneaded for 5 minutes using a double-arm kneader with a capacity of 10 liters, and then extruded into a sheet using an extruder (manufactured by Ishikawa Ji Seisakusho Co., Ltd.) through a die with a width of 75 mm and a gap of 6 mm. The molding state was observed. At this time, the state in which no cracks were formed at both ends of the sheet was evaluated as ○, and the case in which cracks were formed was evaluated as ×. [0020] In addition, 30 g of the molded product immediately after being discharged from the extrusion molding machine was collected, rolled up, placed in a plastic bag, cured in a thermostat at 45°C, and deformed by placing a 20 kg weight on the rolled molded product. The time required for it to disappear was measured and defined as the curing time. Furthermore, for the obtained molded body (sheet), first 45
After curing for 24 hours at 100% relative humidity in an autoclave at 170°C for 8 hours under a pressure of 9 kg/cm2, the impact strength, bending strength,
Compressive strength and nailing properties were measured. In addition, the pulp cost in the table is expressed as a ratio when the cost of the molded article in the amount of 5 parts by weight of waste paper pulp added is 1. The details of the binder used are also shown below. [0021] (Measurement method) Impact strength: Based on Charpy impact strength according to JIS K-6971. Bending strength and compressive strength: Based on bending compressive strength according to JIS R-5201. Nailing property: The molded product (in the case of extrusion molding, molded using a die with a gap of 15 mm) was heated at 45°C and 100% relative humidity for 24 hours.
After curing for an hour, further autoclave at 170℃ for 9k.
For those cured for 8 hours under a pressure of g/cm2, when the molded product did not crack when driven with a nail of 2 mm in diameter, it was rated ○, and when it cracked, it was rated x. [0022] (Binder) A: 90SH-100000 (manufactured by Shin-Etsu Chemical Co., Ltd., hydroxypropyl methylcellulose, 2% aqueous solution at 20°C
Viscosity at 80,000 cps) B: 90SH-1
5000 (manufactured by the same company, the viscosity of a 2% aqueous solution at 20°C is 15°000 cps) C: 5EW-15T (manufactured by the same company, hydroxyethyl methyl cellulose, the viscosity of a 2% aqueous solution at 20°C is 15°C,
000 cps) D: 5M-8000 (manufactured by the same company, methylcellulose, 2% aqueous solution with a viscosity of 8,000 at 20°C
cps) [0023] Comparative Example 1 Waste paper pulp (from unbleached groundwood pulp) Unbleached hardwood and softwood groundwood pulp, and linter pulp (linters obtained from cotton were boiled in dilute aqueous sodium hydroxide solution, sodium chlorite) (obtained by a series of treatments such as bleaching with a chlorine bleach and deashing with an acid) were predispersed in water 16 times the weight of each sheet, and then the sheets shown in Tables 1 and 2 were prepared. Dehydrated to the same amount of water (water ratio), added the indicated binder along with 70 parts by weight of cement and 530 parts by weight of silicone, and poured into a Henschel mixer.
It was treated in the same manner as in the example and measured in the same manner. [0024] Comparative Example 2 Molding was performed in the same manner as in Example 1 except that asbestos 6D-3 (manufactured by Lake Co., Ltd.) was added instead of the unrefined crude linter, and the same measurements were performed under the conditions shown in Table 2. The above results are shown in Tables 1 and 2. [0025]
【表1】[Table 1]
【表2】
[0027]
実施例2
実施例1で用いたのと同じ未精製粗リンターを、表3に
示す条件で、普通ポルトランドセメント70重量部、ケ
イ石(鳥屋根社製)30重量部と共に、ヘンシェルミキ
サーにより500rpmで3分間混合した後、これを同
表に示す水を満たしたアイリッヒミキサーに入れて5分
間撹拌混合し、得られたスラリーをアジテータ−の付い
た70X90X60cmの容量の抄造槽に移し替え、表
示量の凝集剤としてのポリアクリルアミドを加え、直径
500mm、長8480 mmノワ2のプレスロールで
プレスして厚み10mmのシートとした。
[0028]
この成形物を45℃、関係湿度100%の下で24時間
養生した後、成形物表面をB鉛筆で擦っても傷が付かな
い程度に硬化し、これに要した時間をもって硬化時間と
した。この成形物をさらに170℃、950kg/cm
2のオートクレーブ内で8時間養生し、前例と同様の方
法で衝撃強度、曲げ強度、釘打ち性を測定し、これらの
結果を前例と同様の方法で求めたパルプコストと共に表
3に併記した。
[0029]
比較例3
故紙、未晒しの広葉樹および針葉樹パルプ、並びにリン
ターパルプ(綿から得られたリンターに希薄水酸化ナト
リウム水溶液による煮沸、亜塩素酸ナトリウム等の塩素
系漂白剤による漂白、酸による脱灰等の一連の処理を施
して得られたもの)をそれぞれの重量の16倍の水に分
散させた後、セメント70重量部とケイ530重量部を
加え、さらに表3に示す条件となるように水を加えてア
イリッヒミキサー中で混合し、実施例2と同様に成形し
て測定を行った。
[0030]
比較例4
実施例2における未精製粗リンターに代えてアスベスト
6D−3を使用し表3に示す条件で行った他は同様に成
形して測定した。
[0031][Table 2] [0027] Example 2 The same unrefined crude linter used in Example 1 was mixed with 70 parts by weight of ordinary Portland cement and 30 parts by weight of silica stone (manufactured by Toriyana Co., Ltd.) under the conditions shown in Table 3. After mixing with a Henschel mixer at 500 rpm for 3 minutes, the mixture was placed in an Eirich mixer filled with the water shown in the table and stirred and mixed for 5 minutes. The mixture was transferred to a tank, added with the indicated amount of polyacrylamide as a coagulant, and pressed with a Nowa 2 press roll having a diameter of 500 mm and a length of 8480 mm to form a sheet with a thickness of 10 mm. [0028] After curing this molded product for 24 hours at 45° C. and 100% relative humidity, the molded product is cured to such an extent that even if the surface of the molded product is rubbed with a B pencil, it will not be scratched, and the time required for this is defined as the curing time. And so. This molded product was further heated at 170℃ and 950kg/cm.
After curing in the autoclave No. 2 for 8 hours, impact strength, bending strength, and nailing performance were measured in the same manner as in the previous example, and these results are listed in Table 3 together with the pulp cost determined in the same manner as in the previous example. [0029] Comparative Example 3 Waste paper, unbleached hardwood and softwood pulp, and linter pulp (linter obtained from cotton were boiled in a dilute aqueous sodium hydroxide solution, bleached with a chlorine bleach such as sodium chlorite, and bleached with an acid) (obtained by a series of treatments such as deashing) were dispersed in 16 times their weight in water, and then 70 parts by weight of cement and 530 parts by weight of silicon were added, and the conditions shown in Table 3 were obtained. Water was added thereto, mixed in an Eirich mixer, molded in the same manner as in Example 2, and measured. [0030] Comparative Example 4 Molding and measurement were carried out in the same manner as in Example 2, except that asbestos 6D-3 was used in place of the unrefined crude linter and the conditions shown in Table 3 were used. [0031]
【表3】
[0032]
実施例3
実施例1で用いたのと同じ未精製粗リンターを表4に示
す条件で普通ポルトランドセメン)70重量部、ケイ石
(前出)30重量部と共に、実施例1で示した略符号の
バインダーを表4に示す量加えて、ヘンシェルミキサー
により500rpmで3分間混合した後、オムニミキサ
ー(千代田技研社製)へ入れ、表4に示す水比の水を添
加して最大速度で回転させ、5分間混合した。
混合によって得られたスラリーを厚さ15mm、幅20
mm、奥行き40mmの型枠に流し込み、25℃、10
0%の湿度下で養生して成形体がB鉛筆で擦っても傷つ
かない程度まで硬化させた(これに要した時間を硬化時
間とした)。
硬化した成形体を脱型して、衝撃強度、曲げ強度、釘打
ち性を測定し、これらの結果を前例と同様にして求めた
パルプコストと共に表4に示した。
[0033]
比較例5
故紙、未さらしの広葉樹および針葉樹パルプ並びにリン
ターパルプ(綿から得られたリンターに希薄水酸化ナト
リウム水溶液による煮沸、次亜塩素酸ソーダ等の塩素系
漂白剤による漂白、酸による脱灰等の一連の処理をして
得られたもの)をそれぞれ実施例3に示す粗リンターに
代えて使用し、表4に示す条件で成形して測定した。
[0034]
比較例6
実施例3における未精製粗リンターに代えてアスベスト
6D−3を使用し表4に示す条件で行ったほかは同様に
成形して測定した。
[0035]
[0036][0032] Example 3 The same unrefined crude linter as used in Example 1 was used under the conditions shown in Table 4 together with 70 parts by weight of ordinary Portland cement and 30 parts by weight of silica (described above). Add the binder with the abbreviation shown in Example 1 in the amount shown in Table 4, mix it with a Henschel mixer at 500 rpm for 3 minutes, then put it into an Omni mixer (manufactured by Chiyoda Giken Co., Ltd.), and add water at the water ratio shown in Table 4. and rotated at maximum speed to mix for 5 minutes. The slurry obtained by mixing is 15 mm thick and 20 mm wide.
Pour into a mold with a depth of 40 mm and heat at 25°C for 10
The molded product was cured under 0% humidity to harden it to the extent that it would not be scratched even when rubbed with a B pencil (the time required for this was defined as the curing time). The cured molded product was demolded, and its impact strength, bending strength, and nailing performance were measured, and these results are shown in Table 4 together with the pulp cost determined in the same manner as in the previous example. [0033] Comparative Example 5 Waste paper, unbleached hardwood and softwood pulp, and linter pulp (linter obtained from cotton were boiled in a dilute aqueous sodium hydroxide solution, bleached with a chlorine bleach such as sodium hypochlorite, and bleached with an acid) (obtained through a series of treatments such as deashing) were used in place of the crude linters shown in Example 3, and molded under the conditions shown in Table 4 and measured. [0034] Comparative Example 6 Molding and measurement were carried out in the same manner as in Example 3, except that asbestos 6D-3 was used in place of the unrefined crude linter and the conditions shown in Table 4 were used. [0035] [0036]
本発明によれば、従来のアスベスト/セメント系の成形
体と同等ないし1/3程度のコストでありながら、これ
と同程度の衝撃・曲げ・圧縮強度を有し、優れた押出し
、抄造、型枠流し込み成形性を確保し、得られる成形品
に釘打ちや鋸引き等の加工性を付与することができる。According to the present invention, although the cost is equivalent to or about 1/3 that of conventional asbestos/cement-based molded products, it has impact, bending, and compressive strengths comparable to those of conventional asbestos/cement-based molded products, and has excellent extrusion, paper forming, and molding properties. It can ensure frame casting moldability and provide workability such as nailing and sawing to the resulting molded product.
Claims (1)
るセメント組成物。1. A cement composition containing unrefined crude linter as a reinforcing fiber.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2416593A JP2839724B2 (en) | 1990-06-12 | 1990-12-28 | Cement composition |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15299590 | 1990-06-12 | ||
JP2-152995 | 1990-06-12 | ||
JP2416593A JP2839724B2 (en) | 1990-06-12 | 1990-12-28 | Cement composition |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04139044A true JPH04139044A (en) | 1992-05-13 |
JP2839724B2 JP2839724B2 (en) | 1998-12-16 |
Family
ID=26481741
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2416593A Expired - Fee Related JP2839724B2 (en) | 1990-06-12 | 1990-12-28 | Cement composition |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2839724B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018116500A1 (en) * | 2016-12-22 | 2018-06-28 | 住友林業株式会社 | Cement material reinforcing fiber |
JP2018104263A (en) * | 2016-12-22 | 2018-07-05 | 住友林業株式会社 | Fiber for reinforcing cement materials |
JP2018118879A (en) * | 2017-01-25 | 2018-08-02 | 住友林業株式会社 | Cement material reinforcing fiber |
US11584387B2 (en) | 2019-09-16 | 2023-02-21 | T-Max (Hangzhou) Technology Co., Ltd. | Step apparatus for vehicle and vehicle |
-
1990
- 1990-12-28 JP JP2416593A patent/JP2839724B2/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018116500A1 (en) * | 2016-12-22 | 2018-06-28 | 住友林業株式会社 | Cement material reinforcing fiber |
JP2018104263A (en) * | 2016-12-22 | 2018-07-05 | 住友林業株式会社 | Fiber for reinforcing cement materials |
JP2018118879A (en) * | 2017-01-25 | 2018-08-02 | 住友林業株式会社 | Cement material reinforcing fiber |
US11584387B2 (en) | 2019-09-16 | 2023-02-21 | T-Max (Hangzhou) Technology Co., Ltd. | Step apparatus for vehicle and vehicle |
Also Published As
Publication number | Publication date |
---|---|
JP2839724B2 (en) | 1998-12-16 |
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