JPH1110617A - Manufacture of fiber-reinforced cement plate - Google Patents

Manufacture of fiber-reinforced cement plate

Info

Publication number
JPH1110617A
JPH1110617A JP17080997A JP17080997A JPH1110617A JP H1110617 A JPH1110617 A JP H1110617A JP 17080997 A JP17080997 A JP 17080997A JP 17080997 A JP17080997 A JP 17080997A JP H1110617 A JPH1110617 A JP H1110617A
Authority
JP
Japan
Prior art keywords
fiber
plate
reinforced cement
curing
cement board
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
Application number
JP17080997A
Other languages
Japanese (ja)
Inventor
Yasutoshi Kato
康敏 加藤
Onori Fujita
大典 藤田
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP17080997A priority Critical patent/JPH1110617A/en
Publication of JPH1110617A publication Critical patent/JPH1110617A/en
Pending legal-status Critical Current

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  • Producing Shaped Articles From Materials (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To display a strength of a product by executing an autoclave curing after natural curing while pressurizing a manufacturing plate for high pressure compressing it to a predetermined thickness to feed by a dry manufacturing method of a fiber-reinforced cement plate reinforced by pulp fiber, thereby preventing a plate thickness increase in a spring back after high pressure pressurizing by a grain roll. SOLUTION: Normal Portland cement, crystalline silica, dry open pulp fiber, polypropylene fiber and amorphous silica are mixed, kneaded, scattered in a laminar state in a predetermined thickness on a wetted molding belt, scattered by spraying from its surface with water necessary for curing, primarily pressurized, secondarily pressurized and molded. The plate-like materials of predetermined number are stacked as a block 1, upper and lower caul plates 2 are provided on the block 1, and compressed by a press 3. Peripheries of the plates 2 are thoroughly tightly fastened by clampers 4 in the state at it is, then removed from the press 3, naturally cured, and then autoclave cured. Thus, its texture is very densified to form the fiber-reinforced cement plate having extremely high strength and low water absorption ratio.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は繊維補強セメント
板の製造方法に関し、パルプ繊維を補強繊維とする繊維
補強セメント板をいわゆる乾式製法で成形する場合の改
良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a fiber reinforced cement board, and more particularly to an improvement in a case where a fiber reinforced cement board using pulp fibers as a reinforcing fiber is formed by a so-called dry manufacturing method.

【0002】[0002]

【従来の技術】壁板、屋根材などの建築用板材として、
パルプ繊維を補強繊維とするセメント製建築用板材が非
常に広く使用されている。
2. Description of the Related Art As architectural plate materials such as wall plates and roof materials,
BACKGROUND ART Cement building boards using pulp fibers as reinforcing fibers are very widely used.

【0003】これら建築用板材の製造方法の内、比較的
厚さの薄い壁板、屋根材に適する製法として乾式製法が
知られている。この乾式製法は、湿潤させた成形ベルト
上にセメント、珪砂、骨材、パルプ繊維等を配合した配
合物を所定の厚さに層状に散布し、さらに硬化に必要な
水を散布し、この層状体を最終的に一定厚さに高圧高圧
圧縮して製板し、裁断してオートクレーブ養生で硬化さ
せ製品とするものである。
[0003] Among these methods for producing architectural plate materials, a dry production method is known as a production method suitable for relatively thin wall boards and roof materials. In this dry manufacturing method, a mixture of cement, silica sand, aggregate, pulp fiber, etc. is sprayed in a layered manner to a predetermined thickness on a moistened forming belt, and water necessary for curing is further sprayed. The body is finally made into a plate by high-pressure and high-pressure compression to a certain thickness, cut, and cured by autoclaving to obtain a product.

【0004】[0004]

【発明が解決しようとする課題】ところで、上記繊維補
強セメント板で石綿を使用しない無石綿配合系のものは
一般に曲げ強度やたわみ性、衝撃強度が十分でないとい
った問題がある。
The fiber-reinforced cement boards which do not use asbestos and which do not contain asbestos generally have problems such as insufficient bending strength, flexibility and impact strength.

【0005】このためブレーン値が8000cm2/g 以上の結
晶性シリカや非晶性のシリカヒューム等の微細シリカを
セメント配合物に配合し、セメントマトリックスの結合
強度そのものを高め、これによって曲げ強度やたわみ性
を確保することが行われている。
[0005] For this reason, fine silica such as crystalline silica or amorphous silica fume having a Blaine value of 8000 cm 2 / g or more is blended into a cement compound to increase the bond strength itself of the cement matrix, thereby increasing the bending strength and the like. Ensuring flexibility is being performed.

【0006】しかしながら、この配合で乾式製法により
板材を成形すると以下のような問題があった。即ち、乾
式製法の最終段階では、製品密度を高め強度向上を目的
として、例えばグレンロールで線圧700kg/cmにも達する
高圧加圧を行うが、セメント配合中には乾式解繊パルプ
が均一配合されているので、この弾性によって製品にス
プリングバックが生じる。
However, when a sheet material is formed by a dry manufacturing method with this composition, there are the following problems. That is, in the final stage of the dry process, high pressure is applied, for example, to a linear pressure of 700 kg / cm with Glen Roll for the purpose of increasing product density and improving strength. As a result, the elasticity causes the product to spring back.

【0007】このスプリングバックによる板圧の復元増
加量は、グレンロール等のプレス装置で圧縮直後の板厚
をtとすると、その後の自然養生中板材が硬化するまで
最大1.3tまでに達し、その分組織が粗となり微細シリ
カの添加量に見合っただけ製品強度も向上しない問題が
あった。
Assuming that the plate thickness immediately after compression by a pressing device such as a Glen roll is t, the restoration increase amount of the plate pressure due to the springback reaches a maximum of 1.3 t until the plate material is cured during natural curing thereafter. There was a problem that the microstructure became coarse and the product strength was not improved only in proportion to the amount of fine silica added.

【0008】この発明は上記問題点を解消することを目
的としてなされたものであり、パルプ繊維を含む配合で
乾式製法により製板する場合、グレンロール等による高
圧加圧後スプリングバックによる板厚増加を防止し、も
って微細シリカの添加量に見合った製品強度を発揮させ
ることを目的としてなされたものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and when a plate is made by a dry process using a pulp fiber-containing composition, the thickness is increased by springback after high-pressure pressing with a Glen roll or the like. The purpose of the present invention is to prevent the occurrence of the problem and to exert the product strength corresponding to the added amount of the fine silica.

【0009】[0009]

【課題を解決するための手段】請求項1の繊維補強セメ
ント板の製造方法は、パルプ繊維を補強繊維とする繊維
補強セメント板のいわゆる乾式製法において、一定厚さ
に高圧圧縮されて送り出される製板体を、加圧しつつ自
然養生を行い、その後オートクレーブ養生を行うことを
特徴とするものである。
According to a first aspect of the present invention, there is provided a method of manufacturing a fiber reinforced cement board in which pulp fibers are used as a reinforcing fiber. The plate body is subjected to natural curing while being pressurized, and then to autoclave curing.

【0010】即ち、グレンロールで高圧圧縮した後、製
板体を加圧しつつ養生するためスプリングバックが完全
に抑えられ製品強度が向上する。請求項2の繊維補強セ
メント板の製造方法は、パルプ繊維を補強繊維とする繊
維補強セメント板のいわゆる乾式製法において、一定厚
さに高圧圧縮されて送り出される製板体を多段に重ねて
加圧力を加えながら自然養生を行い、その後オートクレ
ーブ養生を行うことを特徴とするものである。
[0010] That is, after being compressed under high pressure by a Glen roll, the plate body is cured while being pressed, so that springback is completely suppressed and the product strength is improved. According to a second aspect of the present invention, there is provided a method of manufacturing a fiber-reinforced cement board in which pulp fibers are used as reinforcing fibers. And natural curing, followed by autoclave curing.

【0011】この場合グレンロール等のプレス装置によ
る圧縮後、さらにプレス装置によりスプリングバックが
完全に抑えられるので強度に優れた板材が得られる。な
お、多段の積重数は50枚以上とし、プレス圧は 3〜20MP
a とすることが望ましい。 3MPa より低いと50枚以上の
積重数ではスプリングバックを完全に抑えることが困難
で強度向上の効果が十分得られず、20MPa より高いとス
プリングバック抑制の点では好都合であるがプレス装置
が大がかりとなり不経済となる。
In this case, after compression by a pressing device such as a Glen roll, the springback is completely suppressed by the pressing device, so that a plate material excellent in strength can be obtained. The stacking number of the multi-stage should be 50 sheets or more, and the press pressure should be 3 to 20MPa.
a is desirable. If the pressure is lower than 3 MPa, it is difficult to completely suppress springback with a stacking number of 50 sheets or more, and the effect of strength improvement cannot be sufficiently obtained. Becomes uneconomical.

【0012】請求項3の繊維補強セメント板の製造方法
は、パルプ繊維を補強繊維とする繊維補強セメント板の
いわゆる乾式製法において、一定厚さに高圧圧縮されて
送り出される製板体を多段に重ねプレス圧縮し、その状
態で前記加圧した多段積み重ね体を緊締具で厚さ方向に
緊締し、その状態で自然養生を行い、その後オートクレ
ーブ養生を行うことを特徴とするものである。
According to a third aspect of the present invention, there is provided a method of manufacturing a fiber-reinforced cement board using pulp fibers as a reinforcing fiber, in a so-called dry manufacturing method, wherein the plate-making bodies which are delivered under high pressure to a constant thickness are stacked in multiple stages. In this state, the pressurized multi-stage stacked body is tightened in the thickness direction with a fastener, and natural curing is performed in that state, and then autoclave curing is performed.

【0013】この場合はプレス後緊締具で圧縮状態を維
持するため、スプリングバックが完全に抑制される他、
プレス後の製品の搬入搬出等の取り扱いが可能となる。
なお、多段の積重数やプレス圧は、請求項2と同様な条
件とすることが望ましい。
In this case, since the compressed state is maintained by the tightening device after the pressing, the springback is completely suppressed.
Handling such as loading and unloading of products after pressing becomes possible.
In addition, it is desirable that the stacking number and the pressing pressure of the multi-stage are set to the same conditions as in the second aspect.

【0014】[0014]

【発明の実施例】次に、この発明の実施例を説明する。
表1のセメントとして普通ポルトランドセメント、シリ
カとしてブレーン値3,700cm2/gの結晶性シリカ、パルプ
としてNBKPの、ドライ解繊パルプ繊維、合成繊維として
平均長さ6mmのポリプロピレン繊維(テザック社製商品
名「タフライト) シリカヒュームとして非晶質シリカ(エルケム社製商品
名「エルケム 940」) を用い、それぞれ表1に示す配合量としてA、B、Cの
三種の配合原料を調整した。なお、表中数字は重量%を
示す。
Next, an embodiment of the present invention will be described.
Normal Portland cement as cement in Table 1, crystalline silica having a Blaine value of 3,700 cm 2 / g as silica, NBKP as pulp, dry defibrated pulp fiber, and polypropylene fiber with an average length of 6 mm as synthetic fiber (trade name of Tezac Corporation) "Taphrite" Amorphous silica (trade name "Elchem 940" manufactured by Elchem Co., Ltd.) was used as silica fume, and three types of compounding raw materials A, B, and C were adjusted as the compounding amounts shown in Table 1, respectively. The numbers in the table indicate% by weight.

【0015】[0015]

【表1】 [Table 1]

【0016】上記配合原料A、B、Cをそれぞれ万能混
練機(タイプ 25AM )で10分間混練し、均一混合した上
記配合原料A、B、Cをそれぞれ湿潤させた成形ベルト
上に所定の厚さに層状に散布し、さらに硬化に必要な水
を表面からスプレー散布し、一次加圧1MPaで10秒間、二
次加圧10MPa で10秒間のプレスを行い、縦横100mm ×15
0mm 、プレス時の厚さ約4mm 、一枚当たり重量300g(乾
燥原料260g、裏面加水20g 、表面スプレー加水20g )の
試供板を成形した。
The raw materials A, B, and C are kneaded with a universal kneader (type 25AM) for 10 minutes, and the raw materials A, B, and C, which have been uniformly mixed, are coated on a wetted belt having a predetermined thickness. Spraying water necessary for curing from the surface, press for 10 seconds at primary pressure 1MPa, press for 10 seconds at secondary pressure 10MPa, vertical and horizontal 100mm × 15
A sample plate having a thickness of 0 mm, a thickness of about 4 mm when pressed, and a weight of 300 g per sheet (260 g of dry raw material, 20 g of back water, 20 g of front spray water) was formed.

【0017】次に、上記板状体を五枚毎にまとめて積み
重ね、これを二種のグループに分け、一つは10MPa の圧
縮力でプレスしたままの状態で室温で自然養生し、他の
一つは無加圧として室温で自然養生した。
Next, the above-mentioned plate-like bodies are piled up every five sheets and divided into two groups, one of which is naturally cured at room temperature while being pressed with a compressive force of 10 MPa, and the other is cured. One was naturally cured at room temperature without pressure.

【0018】自然養生の養生時間は24時間とし、この自
然養生後 8.5atmG×15時間のオートクレーブ養生を行っ
た。オートクレーブ養生後の板材曲げ強度を、圧縮せず
に自然養生を行ったものと圧縮しながら自然養生を行っ
たものに分けて JIS 号曲げ強度試験に準拠して測定し
たところ、表2、表3の結果となった。
The curing time of the natural curing was 24 hours, and after this natural curing, autoclave curing was performed at 8.5 atmG × 15 hours. The flexural strength of the plate after autoclaving was measured in accordance with the JIS No. Bending Strength Test for the material subjected to natural curing without compression and the material subjected to natural curing while compressing. Tables 2 and 3 Was the result.

【0019】なお、表2、表3の数値は5枚の試供板の
平均値である。表2と表3とを比較すれば明らかなよう
に、オートクレーブ養生後の板厚は無圧縮(表2)のも
のに比し圧縮(表3)のものが配合A、Bで17%減、同
Cで13%減とスプリングバックが有効に抑えられ、これ
に伴い曲げ強度が無圧縮(表2)のものに比し圧縮(表
3)のものが配合Aで16%増、同Bで39%増、同Cで57
%もの増と格段の強度向上が見られた。
The numerical values in Tables 2 and 3 are average values of five test plates. As is clear from the comparison between Tables 2 and 3, the plate thickness after autoclaving is 17% lower in the blends A and B in the compressed (Table 3) than in the uncompressed (Table 2). In the same C, the springback was effectively reduced by 13%, and the flexural strength was increased by 16% in the mixture A with the compression strength (Table 3) compared with that in the non-compression (Table 2), 39% increase, same C 57
%, And a marked improvement in strength was observed.

【0020】さらに、吸水率も無圧縮(表2)のものに
比し圧縮(表3)のものが45〜65%減と低いことが判明
した。また、組織の緻密度をあらわす細孔量は無圧縮
(表2)のものに比し圧縮(表3)のものが10-2の位と
二桁の違いが見られ、同時に板厚方向の引っ張り強度を
示す平面強度も倍以上の測定値となった。
Further, it was found that the water absorption was lower by 45 to 65% in the case of compression (Table 3) than in the case of no compression (Table 2). In addition, the pore volume, which indicates the fineness of the microstructure, shows a difference of two orders of magnitude in the order of 10 -2 in the case of compression (Table 3) compared to that in the case of no compression (Table 2). The plane strength indicating the tensile strength was also a measured value more than doubled.

【0021】[0021]

【表2】 [Table 2]

【0022】[0022]

【表3】 [Table 3]

【0023】次に、実際の屋根材の大きさの450mm ×90
0mm の板状体を配合Bを用いて乾式製法で成形した。こ
の板状体を図1に示すように 100枚毎に積み重ねこれを
1ブロック1として9ブロック製造し、各ブロック1の
上下に当て板2、2をあてがいプレス装置3で、一つは
20MPa 、他の一つは10MPa 、さらに他の一つは 3MPa の
圧力で圧縮しそのままの状態で締め具4…4で当て板
2、2周囲を満遍なく緊締しその後プレス装置3から外
し 5〜48時間の自然養生を行い、その後8.5atmG ×15時
間のオートクレーブ養生を行った。
Next, the actual size of the roofing material is 450 mm × 90.
A plate having a thickness of 0 mm was molded using the blend B by a dry process. As shown in FIG. 1, this plate-like body is stacked every 100 sheets, and this is made into one block 1 to produce 9 blocks.
20MPa, the other one is compressed at a pressure of 10MPa, and the other one is compressed at a pressure of 3MPa and tightened as it is around the abutment plates 2, 2 with fasteners 4 ... 4, and then removed from the press device 3 5-48 After curing for natural time, autoclave curing was performed for 8.5 atmG for 15 hours.

【0024】なお、乾式製法は、使用する水量が非常に
少なく、かつ表面にグラニュール等粒子状物を散布する
ためブロック1を高圧で圧縮しても板状体同士がブロッ
キングしてしまうことはない。
In the dry manufacturing method, the amount of water used is very small, and even if the block 1 is compressed at a high pressure in order to spray particulate matter such as granules on the surface, the plate-like bodies will not block each other. Absent.

【0025】オートクレーブ養生後の板材曲げ強度を、
圧縮せずに自然養生を行ったものと締め具4で圧縮しな
がら自然養生を行った群のものに分けて各ブロックから
無作為に5枚づつサンプリングし JIS 5号曲げ強度試験
に準拠して曲げ強度を測定したところ、図2の結果とな
った。
The bending strength of the plate after autoclaving is
It is divided into the one that has been subjected to natural curing without compression and the one that has undergone natural curing while compressing with the fastener 4, and five samples are randomly sampled from each block in accordance with the JIS No. 5 bending strength test. When the bending strength was measured, the result shown in FIG. 2 was obtained.

【0026】図2において横軸は圧縮状態または無圧縮
状態で自然養生を行った時間、縦軸はそれに対応する最
終製品の曲げ強度の平均値を示す。図2から明らかなよ
うに圧縮状態で自然養生したものは養生時間が10時間経
過後近辺から急激に強度が上昇し、その傾向は3MPaの圧
縮力からあらわれることが判明した。
In FIG. 2, the horizontal axis indicates the time during which natural curing was performed in a compressed state or a non-compressed state, and the vertical axis indicates the average value of the bending strength of the corresponding final product. As is clear from FIG. 2, it was found that the strength of the material naturally cured in the compressed state sharply increased from around 10 hours after the curing time passed, and the tendency appeared from the compression force of 3 MPa.

【0027】また、上記当て板2、2と締め具4…4に
代え、図3に示すようにカセットケース5に積重した板
材1を収納しこのカセット内の板材1上面に当て板2を
載置してプレス装置3で20〜 3MPa の圧縮力でプレス
し、プレス加圧しながらカセットケース5の側面に形成
した係合孔に係止具6を係止させて当て板2を固定し、
以後前記実施例と同様に自然養生を行い、さらにオート
クレーブ養生を行った。
Instead of the contact plates 2 and 2 and the fasteners 4... 4, plate materials 1 stacked in a cassette case 5 are stored as shown in FIG. It is placed and pressed by a pressing device 3 with a compressive force of 20 to 3 MPa, and the pressing member 6 is locked in the engaging hole formed in the side surface of the cassette case 5 while pressing, and the abutment plate 2 is fixed.
Thereafter, natural curing was performed in the same manner as in the above example, and then autoclave curing was performed.

【0028】この場合も図1、図2及び表2に示したの
と殆ど同じ結果が得られた。なお、配合A、Cについて
も同様に板状体を成形し強度を測定したところ同様な結
果となった。
In this case, almost the same results as shown in FIGS. 1 and 2 and Table 2 were obtained. In addition, the same result was obtained when the plate-like bodies were similarly molded and the strength was measured for the blends A and C.

【0029】[0029]

【発明の効果】この発明は以上説明したように補強繊維
としてパルプ繊維を配合した配合原料を乾式製法に用い
ても、グレンロール等の高圧プレス圧縮後のスプリング
バックをほぼ完全に抑え込み、その状態で製板を養生硬
化させるため、組織が非常に緻密化され、きわめて高強
度で吸水率の低い繊維補強セメント板を製造することが
できるのである。
As described above, according to the present invention, even when a blending material containing pulp fiber as a reinforcing fiber is used in a dry manufacturing method, the springback after high-pressure press compression of a Glen roll or the like is almost completely suppressed, and the state is maintained. Thus, the board is cured and hardened, so that the structure is extremely densified, and a fiber-reinforced cement board having extremely high strength and low water absorption can be manufactured.

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

【図1】この発明の方法の実施する装置の正面図であ
る。
FIG. 1 is a front view of an apparatus for performing the method of the present invention.

【図2】この発明の方法で得た製品の強度を示すグラフ
である。
FIG. 2 is a graph showing the strength of a product obtained by the method of the present invention.

【図3】この発明の方法を実施する他の装置の断面図で
ある。
FIG. 3 is a sectional view of another apparatus for performing the method of the present invention.

【符号の説明】[Explanation of symbols]

1 積重した板材 2 当て板 3 プレス装置 4 締め具 5 カセットケース 6 係止具 DESCRIPTION OF SYMBOLS 1 Stacked plate material 2 Patch plate 3 Press device 4 Fastener 5 Cassette case 6 Locking tool

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】パルプ繊維を補強繊維とする繊維補強セメ
ント板のいわゆる乾式製法において、一定厚さに高圧圧
縮されて送り出される製板体を、加圧しつつ自然養生を
行い、その後オートクレーブ養生を行うことを特徴とす
る繊維補強セメント板の製造方法。
In a so-called dry manufacturing method of a fiber reinforced cement board using pulp fiber as a reinforcing fiber, a sheet body compressed and sent to a predetermined thickness under high pressure is subjected to natural curing while being pressurized, and then to autoclave curing. A method for producing a fiber-reinforced cement board, characterized in that:
【請求項2】パルプ繊維を補強繊維とする繊維補強セメ
ント板のいわゆる乾式製法において、一定厚さに高圧圧
縮されて送り出される製板体を多段に重ねて加圧力を加
えながら自然養生を行い、その後オートクレーブ養生を
行うことを特徴とする繊維補強セメント板の製造方法。
2. In a so-called dry process for producing a fiber-reinforced cement board using pulp fiber as a reinforcing fiber, natural hardening is performed while applying a pressing force by stacking plate-making bodies which are compressed and sent out to a certain thickness under high pressure, Thereafter, a method for producing a fiber-reinforced cement board, which comprises performing autoclave curing.
【請求項3】パルプ繊維を補強繊維とする繊維補強セメ
ント板のいわゆる乾式製法において、一定厚さに高圧圧
縮されて送り出される製板体を多段に重ねプレス圧縮
し、その状態で前記加圧した多段積み重ね体を緊締具で
厚さ方向に緊締し、その状態で自然養生を行い、その後
オートクレーブ養生を行うことを特徴とする繊維補強セ
メント板の製造方法。
3. In a so-called dry process for producing a fiber-reinforced cement board using pulp fibers as reinforcing fibers, a plate made of high-pressure compressed to a constant thickness and sent out is stacked in multiple stages and press-compressed. A method for producing a fiber-reinforced cement board, comprising tightening a multi-stacked body in a thickness direction with a fastener, performing natural curing in that state, and then performing autoclave curing.
JP17080997A 1997-06-27 1997-06-27 Manufacture of fiber-reinforced cement plate Pending JPH1110617A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17080997A JPH1110617A (en) 1997-06-27 1997-06-27 Manufacture of fiber-reinforced cement plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17080997A JPH1110617A (en) 1997-06-27 1997-06-27 Manufacture of fiber-reinforced cement plate

Publications (1)

Publication Number Publication Date
JPH1110617A true JPH1110617A (en) 1999-01-19

Family

ID=15911748

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17080997A Pending JPH1110617A (en) 1997-06-27 1997-06-27 Manufacture of fiber-reinforced cement plate

Country Status (1)

Country Link
JP (1) JPH1110617A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008000033A1 (en) * 2006-06-29 2008-01-03 Csr Building Products Limited Interleaving element and assembly, and method for manufacturing fibre-cement panels
JP2009084107A (en) * 2007-09-28 2009-04-23 Kubota Matsushitadenko Exterior Works Ltd Manufacturing method of inorganic board
CN114409320A (en) * 2022-02-07 2022-04-29 武汉理工大学 Carbon mineralized fiber cement board and secondary compression molding preparation method and application thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008000033A1 (en) * 2006-06-29 2008-01-03 Csr Building Products Limited Interleaving element and assembly, and method for manufacturing fibre-cement panels
JP2009084107A (en) * 2007-09-28 2009-04-23 Kubota Matsushitadenko Exterior Works Ltd Manufacturing method of inorganic board
CN114409320A (en) * 2022-02-07 2022-04-29 武汉理工大学 Carbon mineralized fiber cement board and secondary compression molding preparation method and application thereof
CN114409320B (en) * 2022-02-07 2022-10-04 武汉理工大学 Carbon mineralized fiber cement board and secondary compression molding preparation method and application thereof

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