JPH0465335A - Production of fiber reinforced cement board - Google Patents
Production of fiber reinforced cement boardInfo
- Publication number
- JPH0465335A JPH0465335A JP17830090A JP17830090A JPH0465335A JP H0465335 A JPH0465335 A JP H0465335A JP 17830090 A JP17830090 A JP 17830090A JP 17830090 A JP17830090 A JP 17830090A JP H0465335 A JPH0465335 A JP H0465335A
- Authority
- JP
- Japan
- Prior art keywords
- reinforced cement
- fibers
- fiber
- fiber reinforced
- fibrillated
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は繊維補強セメント板の製造方法に関し、詳し
くは無石綿配合の繊維補強セメント板の製造方法に関す
る。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for manufacturing a fiber-reinforced cement board, and more particularly to a method for manufacturing a fiber-reinforced cement board containing asbestos-free.
従来建築用壁板等を繊維補強セメント配合物より湿式法
、乾式法、あるいは抄造法等により製造することが広く
行われている。BACKGROUND ART Conventionally, architectural wallboards and the like have been widely manufactured from fiber-reinforced cement mixtures by a wet method, a dry method, a paper forming method, or the like.
としては、従来は石綿が非常に広く使用されてきた。Traditionally, asbestos has been used very widely.
しかしながら、石綿は公害の原因となることより使用の
制限ないしは全廃が強く要請され、これらに代わる補強
繊維が種々模索されている。However, since asbestos causes pollution, there is a strong demand for its use to be restricted or completely abolished, and various reinforcing fibers are being sought to replace them.
これら石綿代替繊維としてはバルブ繊維、合成樹脂繊維
、カラス繊維等が種々考えられているが、バルブ繊維は
石綿に較べ単繊維強度か格段に低く、従って充分な補強
効果を得るためにはかなり大量の繊維を添加する必要が
あり、建材としての不燃性がなくなるといった問題があ
った。Various fibers such as bulb fibers, synthetic resin fibers, and glass fibers have been considered as substitute fibers for asbestos, but bulb fibers have much lower single-filament strength than asbestos, and therefore need to be produced in large quantities in order to obtain a sufficient reinforcing effect. It is necessary to add fibers to the material, which poses a problem in that it loses its nonflammability as a building material.
また、合成繊維は耐凱性に問題があり、セメントマトリ
ックス強度向上のためオートクレーブによる高温高圧養
生を行うと掻めて劣化し易く、このため添加に見合った
強度となし難い欠点があった。In addition, synthetic fibers have a problem with their phosphorescence resistance, and when high-temperature, high-pressure curing in an autoclave is performed to improve the strength of the cement matrix, they tend to scratch and deteriorate, making it difficult to achieve a strength commensurate with the addition of synthetic fibers.
ガラス繊維は単繊維強度、耐執性等には問題は無いもの
の、アルカリに対する薬品強度が弱く、経時的な劣化が
生しる欠点かぁ−、た。Although glass fibers have no problems with single fiber strength or stickiness resistance, they have the disadvantage of low chemical strength against alkalis and deterioration over time.
5発明が解決しようとする課題]
この発明は上記問題点に鑑み、石綿に匹敵する強度耐薬
品性を有し、しかも安価に得られる石綿代替補強繊維を
使用した繊維hIi強セメント板の製造方法を提供する
ことを目的とεでなされたものである。5. Problems to be Solved by the Invention] In view of the above-mentioned problems, the present invention provides a method for producing a fiber hIi strong cement board using asbestos substitute reinforcing fibers that have strength and chemical resistance comparable to asbestos and can be obtained at low cost. It was created in ε with the purpose of providing.
1課題を解決するに至った技術〕
即ち、この発明の繊維補強セメント板の製造方法は、常
法における繊維補強セメント配合の内、補強繊維として
フィブリル化した麻繊維を使用し該フィブリル化した麻
繊維を均一混合した繊維補強セメント配合物より板状体
を成形後、該成形体を8.0atmG−10,OaLm
Gで9〜16時間の条件でオートクレーブ養生すること
を特徴とするものである。[Technology that led to solving the problem] That is, the method for manufacturing a fiber-reinforced cement board of the present invention uses fibrillated hemp fibers as reinforcing fibers in the fiber-reinforced cement formulation in the conventional method, and uses the fibrillated hemp fibers as reinforcing fibers. After molding a plate-shaped body from a fiber-reinforced cement mixture with uniformly mixed fibers, the molded body was heated to 8.0 atmG-10, OaLm.
It is characterized by being autoclaved for 9 to 16 hours at G.
[作用〕
この発明においてフィブリル化した麻繊維とは通常の麻
繊維に対し、その繊維表面を毛羽立たせた麻繊維を言う
。[Function] In this invention, fibrillated hemp fibers refer to hemp fibers whose fiber surfaces are fluffed compared to ordinary hemp fibers.
上記フィブリル化した麻繊維は、通常の麻繊維に較べ表
面積が大きく、またフィブリル化されているためセメン
ト、ノリ力分、他の粉状骨材との混合性も良く、ミキサ
二こての混合でも分散性良く混合可能である。The above-mentioned fibrillated hemp fibers have a larger surface area than normal hemp fibers, and because they are fibrillated, they have good mixability with cement, glue force, and other powdered aggregates, and can be mixed with a mixer or two trowels. However, it can be mixed with good dispersibility.
この発明において、板状体を成形する手段として湿式法
、乾式法、抄造法等があるが、これら何れの方法におい
ても適用可能である。In this invention, there are wet methods, dry methods, paper forming methods, etc. as means for forming the plate-shaped body, and any of these methods is applicable.
麻繊維の均一分散された板状成形体はオートクレーブに
おいて高温高圧養生されるのでさらに高強度とされる。The plate-shaped molded product in which hemp fibers are uniformly dispersed is cured at high temperature and pressure in an autoclave, so that it has even higher strength.
なおオートクレーブ養生の条件を8.0atm G−1
00a tm Gで9〜16時間の条件とするのは、8
.0atmGより少ないとセメント永和物であるトバモ
ライトが生成しないからであり、また10.OatmQ
より大きくすると麻繊維の劣化がしようしるからである
。The conditions for autoclave curing are 8.0 atm G-1.
The conditions for 9 to 16 hours at 00a tm G are 8
.. This is because if it is less than 0 atmG, tobermorite, which is a cement permanent product, will not be produced, and 10. OatmQ
This is because if the size is made larger, the hemp fibers will deteriorate.
また上記養生の時間は9時間より少ないとセメント・シ
リカ反応が充分に行えず、この結果トバモライト生成量
も少なく強度が得られない。また16時間より多く養生
を行ってもこれいしよう強度向トは望めず不経済となる
からである。Further, if the curing time is less than 9 hours, the cement-silica reaction cannot be carried out sufficiently, and as a result, the amount of tobermorite produced is small and strength cannot be obtained. Further, even if curing is carried out for more than 16 hours, no improvement in hardness can be expected and this becomes uneconomical.
C実施例フ 次に、この発明の詳細な説明する。C example file Next, the present invention will be explained in detail.
実施例1
セメント40重量%、珪砂54〜55重量%からなる基
本配合に対し、表1に示す補強繊維を各5〜6重量%づ
つ添加し合計100重量%とじた後均−混合し、乾式法
により厚さ5tm、長さ90an、巾45ca+の板状
体を成形し、8.5a tm C; X 10hr17
)条件テオートクレープ養生した。Example 1 To a basic composition consisting of 40% by weight of cement and 54 to 55% by weight of silica sand, 5 to 6% by weight of each reinforcing fiber shown in Table 1 was added to make a total of 100% by weight, then uniformly mixed and dry-processed. A plate-like body with a thickness of 5 tm, a length of 90 an, and a width of 45 ca+ was formed by the method, and was heated to 8.5 a tm C;
) Theo-autoclape-cured conditions.
次いで、これら試験片についてJIS 4号曲げ試験を
行ったところ表1右欄に示す結果となった。Next, a JIS No. 4 bending test was performed on these test pieces, and the results were shown in the right column of Table 1.
表1
表1において曲げ強度試験の単位はkg / cIll
、タワミの単位はnを示す。Table 1 In Table 1, the unit of bending strength test is kg/cIll.
, the unit of deflection is n.
また′Vkllは実施例を、と2〜5は比較例を示す。Further, 'Vkll' indicates an example, and 2 to 5 indicate a comparative example.
実施例2
次に、セメント59〜58重量%、珪砂35重量%から
なる基本配合に対し、表2に示す補強繊維を各6〜7重
量%づつ添加し合計100重量%として均一7昆合後、
ハチェノク抄造機を用いて湿式法で厚さ5n、長さ90
cm、巾45■の板状体を成形し、8゜5atmG X
10hrの条件でオートクレーブ養生した。Example 2 Next, to the basic composition consisting of 59-58% by weight of cement and 35% by weight of silica sand, 6-7% by weight of each of the reinforcing fibers shown in Table 2 were added to make a total of 100% by weight, and after uniformly combining 7 times. ,
Thickness 5n, length 90mm by wet method using Hachenoku paper making machine
A plate-shaped body with a width of 45cm and a width of 8°5atmG
It was cured in an autoclave for 10 hours.
次いで、これら試験片についてJIS 4号曲げ試験を
行ったところ表2右欄に示す結果となった。Next, a JIS No. 4 bending test was performed on these test pieces, and the results were shown in the right column of Table 2.
表2
表1において曲げ強度試験の単位はkg / C111
,タワミの準位はlを示す。Table 2 In Table 1, the unit of bending strength test is kg/C111
, the deflection level is l.
また嵐1は実施例を、隘2〜5は比較例を示す。Moreover, Arashi 1 shows an example, and columns 2 to 5 show comparative examples.
実施例3
セメント5011%、珪砂46重量%からなる基本配合
に対し、表3に示す補強繊維を各4重量%づつ添加し合
計100重量%とじて均−混合後、押出スリッパ成形機
により厚さ5韻、長さ90cm、中45c+nの板状体
を成形し、8.5atmG X 1ohrの条件でオー
トクレーブ養生した。Example 3 To a basic composition consisting of 5011% cement and 46% by weight silica sand, 4% by weight each of the reinforcing fibers shown in Table 3 were added to make a total of 100% by weight. After uniform mixing, the thickness was determined using an extrusion slipper molding machine. A plate with 5 rhymes, 90 cm in length, and 45 c+n in diameter was molded and cured in an autoclave at 8.5 atm G x 1 ohr.
次いで、これら試験片についてJI54号曲げ試験を行
ったところ表3右欄に示す結果となった。Next, a JI No. 54 bending test was performed on these test pieces, and the results were shown in the right column of Table 3.
表3
表1において曲げ強度試験の単位はkg / cut、
タワミの栄位は■を示す。Table 3 In Table 1, the unit of bending strength test is kg/cut,
Tawami's honor shows ■.
また寛1は実施例を、M2〜5は比較例を示す。Moreover, Hiro 1 shows an example, and M2-5 show a comparative example.
表1〜3より明らかなように、フィブリル化した麻繊維
を使用したものは何れの製法においても格段の曲げ@変
向上が確L2された。As is clear from Tables 1 to 3, the products using fibrillated hemp fibers showed a significant improvement in bending and deformation L2 in all manufacturing methods.
〔効果〕・〔effect〕·
Claims (1)
維としてフィブリル化した麻繊維を使用し、該フィブリ
ル化した麻繊維を均一混合した繊維補強セメント配合物
より板状体を成形後、該成形体を8.0atmG〜10
.0atmGで9〜16時間の条件でオートクレーブ養
生することを特徴とする繊維補強セメント板の製造方法
。(1) Among the fiber-reinforced cement formulations in the conventional method, fibrillated hemp fibers are used as reinforcing fibers, and after forming a plate from a fiber-reinforced cement mixture in which the fibrillated hemp fibers are uniformly mixed, the forming body to 8.0atmG~10
.. A method for producing a fiber-reinforced cement board, which comprises curing in an autoclave at 0 atmG for 9 to 16 hours.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17830090A JPH0465335A (en) | 1990-07-04 | 1990-07-04 | Production of fiber reinforced cement board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17830090A JPH0465335A (en) | 1990-07-04 | 1990-07-04 | Production of fiber reinforced cement board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0465335A true JPH0465335A (en) | 1992-03-02 |
Family
ID=16046064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17830090A Pending JPH0465335A (en) | 1990-07-04 | 1990-07-04 | Production of fiber reinforced cement board |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0465335A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07124926A (en) * | 1993-10-29 | 1995-05-16 | Nichiha Corp | Method for manufacturing inorganic molded plate |
| US5958130A (en) * | 1996-10-09 | 1999-09-28 | Karl F. Stroeml | Biological fiber containing construction compound |
| JP2007269580A (en) * | 2006-03-31 | 2007-10-18 | Nichiha Corp | Ceramic building material containing coating material waste and its manufacturing method |
| KR100974320B1 (en) * | 2008-09-10 | 2010-08-05 | 김대영 | Jute reinforced concrete and its mixing method |
| US9742947B2 (en) | 2011-11-01 | 2017-08-22 | Sharp Kabushiki Kaisha | Image reading apparatus |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55162472A (en) * | 1979-06-06 | 1980-12-17 | Nippon Concrete Ind Co Ltd | Fiber reinforced concrete |
| JPH0225857A (en) * | 1988-07-15 | 1990-01-29 | Fujitsu Ltd | Image forming device |
-
1990
- 1990-07-04 JP JP17830090A patent/JPH0465335A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55162472A (en) * | 1979-06-06 | 1980-12-17 | Nippon Concrete Ind Co Ltd | Fiber reinforced concrete |
| JPH0225857A (en) * | 1988-07-15 | 1990-01-29 | Fujitsu Ltd | Image forming device |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07124926A (en) * | 1993-10-29 | 1995-05-16 | Nichiha Corp | Method for manufacturing inorganic molded plate |
| US5958130A (en) * | 1996-10-09 | 1999-09-28 | Karl F. Stroeml | Biological fiber containing construction compound |
| JP2007269580A (en) * | 2006-03-31 | 2007-10-18 | Nichiha Corp | Ceramic building material containing coating material waste and its manufacturing method |
| KR100974320B1 (en) * | 2008-09-10 | 2010-08-05 | 김대영 | Jute reinforced concrete and its mixing method |
| US9742947B2 (en) | 2011-11-01 | 2017-08-22 | Sharp Kabushiki Kaisha | Image reading apparatus |
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