JPS6120708A - Manufacture of building board - Google Patents

Manufacture of building board

Info

Publication number
JPS6120708A
JPS6120708A JP14290384A JP14290384A JPS6120708A JP S6120708 A JPS6120708 A JP S6120708A JP 14290384 A JP14290384 A JP 14290384A JP 14290384 A JP14290384 A JP 14290384A JP S6120708 A JPS6120708 A JP S6120708A
Authority
JP
Japan
Prior art keywords
cement
asbestos
cement slurry
reinforcing
slurry
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
Application number
JP14290384A
Other languages
Japanese (ja)
Other versions
JPH0214168B2 (en
Inventor
一夫 立見
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works 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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP14290384A priority Critical patent/JPS6120708A/en
Publication of JPS6120708A publication Critical patent/JPS6120708A/en
Publication of JPH0214168B2 publication Critical patent/JPH0214168B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [技術分野1 本発明は屋根材のような建、集用板の製造方法に関する
DETAILED DESCRIPTION OF THE INVENTION [Technical Field 1] The present invention relates to a method of manufacturing a building board such as a roofing material.

[背景技術] 一般に石綿セメントからなる建築用板Aを第8図に示す
ように屋根材Aとして葺いた場合、平行線で示すように
屋根材Aが一重となる部分Bが形成してしまい、歩行時
にiれを生じてしまいがちでありだ。この為この部分B
に補強板を覆設して割れを防止することも考えられるが
、特別な部材を要するだけでなく、施工にも手間を要す
るものであった。従って、従来にあっては、抄造シリン
ダーにより石綿セメントスラリーをすき上げ、この石綿
セメントスラリーをフェルトコンベヤに転写して単層ウ
ェットマットを形成し、次いで単層ウェットマットの全
面に補強繊維としてポリプロピレン繊維、ポリアクリル
ニトリル繊維などを含有させた補強繊維セメントスラリ
ーを散布して建築用板を製造し、この建築用板を一重部
分を形成する屋根板として用いていたが、全体を補強し
ているので、無駄に補強繊維セメントスラリーを使用し
ているだけでなく、補強繊維セメントスラリーにおける
繊維とセメントとの密着が石綿とセメントとよりも悪く
、石綿セメントスラリーよりも低比重の層となるため層
間密着性も悪く、プレス圧を高め充分圧縮しないと補強
効果が小さり1と11う問題があった。
[Background Art] Generally, when building boards A made of asbestos cement are used as roofing material A as shown in FIG. This tends to cause strain when walking. For this reason, this part B
It may be possible to cover the reinforcing plate with a reinforcing plate to prevent cracking, but this not only requires special members but also requires time and effort to construct. Therefore, in the past, asbestos-cement slurry was scooped up using a papermaking cylinder, and this asbestos-cement slurry was transferred to a felt conveyor to form a single-layer wet mat.Then, the entire surface of the single-layer wet mat was covered with polypropylene fibers as reinforcing fibers. , building boards were manufactured by spraying reinforcing fiber cement slurry containing polyacrylonitrile fibers, etc., and these building boards were used as roof boards forming a single layer, but since the entire structure was reinforced, Not only is the reinforcing fiber cement slurry wasted, but the adhesion between the fibers and cement in the reinforcing fiber cement slurry is worse than asbestos and cement, and the layer has a lower specific gravity than asbestos cement slurry, resulting in poor interlayer adhesion. It also had problems such as 1 and 11, in which the reinforcing effect was reduced unless the press pressure was increased and sufficient compression was performed.

[発明の目的1 本発明は上記事情に鑑みて為されたものであり、その目
的とするところは、建築用板の補強し、ない部分の重点
的な補強が可能で、反りを抑制できるなど建築用板全体
としての補強も可能とすることにある。
[Objective of the Invention 1 The present invention has been made in view of the above-mentioned circumstances, and its purpose is to make it possible to reinforce construction boards, focus on reinforcement of missing parts, suppress warping, etc. The object is to also enable reinforcement of the entire construction board.

[発明の開示] 本発明の建築用板の製造方法は、抄造シリンダー1によ
り石綿セメントスラリー2を抄汚上げ、この石綿セメン
トスラリー2をフェルトコンベヤ3に転写して単層ウェ
ットマット4を形成し、次いで単層ウェットマット4上
の補強部分に相当する箇所に補強繊維セメントスラリー
6を散布し、・この後メーキングロール7に巻取りグリ
ーンシート8を形成し、次いでグリーンシート8をプレ
スして脱水し、その後養生することを特徴とするもので
あり、この構成により上記目的を達成できたものである
[Disclosure of the Invention] The method for manufacturing a construction board according to the present invention includes forming an asbestos-cement slurry 2 using a paper-making cylinder 1 and transferring the asbestos-cement slurry 2 to a felt conveyor 3 to form a single-layer wet mat 4. , Next, a reinforcing fiber cement slurry 6 is sprinkled on the parts corresponding to the reinforced parts on the single-layer wet mat 4, - After that, a green sheet 8 is formed by winding it on a making roll 7, and then the green sheet 8 is pressed to dehydrate it. This structure is characterized by curing and then curing, and with this structure, the above object can be achieved.

以下本発明を添付の図面に基づいて説明する。The present invention will be explained below based on the accompanying drawings.

1は抄造シリンダーであり、スラリータンク9内の石綿
セメントスラリー2に一部が浸されて回転して外周に生
板10を形成し、この生板10をフェルトコンベヤ3に
転写させて単層ウェットマット4を形成する。石綿セメ
ントスラリー2は石綿7〜15重量部、シリカ″微粒等
の充填材5〜15重量部、バルブのような′抄造助材1
〜2重量部、高炉セメント、ボルトランドセメンット、
7ライアツシユ等のセメント70〜85重量部からなる
固形分に対して2.5〜3.5倍量の混合水を混合して
形成した゛ものである。7−エルドロンベヤ3上の単層
ウェットマット4の補強部分に相当する箇所、例えば第
3図に示す斜線部分に補強繊維セメントスラリー2を散
布させる。補強繊維セメン)スラリー2はポリプロピレ
ン繊維、ポリアクリルニトリル繊維、ビニロン繊維、炭
素MILIAなど繊維径1〜5d、繊維長3〜8m+n
の補強繊維1〜5重量部、石綿4〜10重量部又は石綿
セメント製品の廃材粉砕物30〜60重量部、上記のよ
うなセメント180〜210重量部からなる固形分に対
して1.5〜2.2倍の混合水、その他必要に応じて顔
料、カーボンペーストなどの着色材を配合し混合して得
たものである。この補強w1.!J1.セメントスラリ
ー2の散布量は固形分で0.45〜0.8kg/m2で
ある。この後メーキングロール7に必要とする層(図示
例では4/GW)巻取り、次いで切り出してグリーンシ
ート8を形成する。次いでグリーンシート8を水抜き金
板などに載置し水抜フェルトを介してプレスし脱水する
。この場合第5図に示すように、補強繊維セメントスラ
リー2を必要な箇所に部分的に散布しているので、第5
図に示すようにプレス圧が充分にががり、補強したい部
分の比重が向上し、形成した補強i維セメン)/111
3での補強i維と4センント、充填材の密着性が向上し
、その結果層間密着性及びまげ強度が太き(なり、補強
効果が着しく向上するものである。その後−次的に湿熱
養生し、二次的に気中放置し養生して建築用板Aを得る
。この建築用板Aを所望の寸法、形状に切断して屋根材
Bなどとして用いる。
Reference numeral 1 denotes a papermaking cylinder, which is partially immersed in asbestos-cement slurry 2 in a slurry tank 9 and rotates to form a green board 10 on the outer periphery, and this green board 10 is transferred to a felt conveyor 3 to form a single layer wet. A mat 4 is formed. Asbestos cement slurry 2 contains 7 to 15 parts by weight of asbestos, 5 to 15 parts by weight of filler such as silica fine particles, and paper-making aid 1 such as a valve.
~2 parts by weight, blast furnace cement, Boltland cement,
It is formed by mixing 2.5 to 3.5 times the amount of mixing water to the solid content of 70 to 85 parts by weight of cement such as No. 7 Liash. 7- Sprinkle the reinforcing fiber cement slurry 2 on the portions of the single-layer wet mat 4 on the Eldronveyor 3 that correspond to the reinforced portions, for example, the shaded portions shown in FIG. Reinforcing fiber cement) Slurry 2 is made of polypropylene fibers, polyacrylonitrile fibers, vinylon fibers, carbon MILIA, etc. with a fiber diameter of 1 to 5 d and a fiber length of 3 to 8 m + n.
1 to 5 parts by weight of reinforcing fibers, 4 to 10 parts by weight of asbestos or 30 to 60 parts by weight of crushed asbestos-cement product waste, and 1.5 to 1.5 to 1.5 to 1.5 parts by weight based on the solid content consisting of 180 to 210 parts by weight of cement as described above. It is obtained by blending and mixing 2.2 times the amount of mixed water and other coloring materials such as pigments and carbon paste as needed. This reinforcement w1. ! J1. The amount of cement slurry 2 to be sprayed is 0.45 to 0.8 kg/m2 in terms of solid content. Thereafter, the required layer (4/GW in the illustrated example) is wound onto the making roll 7, and then cut out to form the green sheet 8. Next, the green sheet 8 is placed on a water-draining metal plate or the like and pressed through a water-draining felt to remove water. In this case, as shown in FIG.
As shown in the figure, the press pressure is sufficiently increased, the specific gravity of the part to be reinforced is increased, and the reinforced i-fiber cement is formed.
The adhesion between the reinforcing i-fiber and the filler in step 3 is improved, resulting in thicker interlayer adhesion and curling strength, which significantly improves the reinforcing effect. It is cured and then left in the air for curing to obtain a building board A. This building board A is cut into a desired size and shape to be used as a roofing material B or the like.

次に本発明を実施例に基づいて詳細に説明する。Next, the present invention will be explained in detail based on examples.

尚、本発明は以下の実施例に限定されないものである。Note that the present invention is not limited to the following examples.

以下において%はwt%を示す。In the following, % indicates wt%.

(実施例1) 石綿(5と6クラス混合)13%、B種高炉セメント7
6%、8号シリカ10%、パルプ(新聞古紙)1%から
なる基板配合の、単層ウェットマットの補強する部分に
、wl、a径2d、繊#I長6Iのビニロン1.5%、
石綿(5と6クラス混合)7%、8種高炉セメン) 9
1.5%でスラリー濃度が32%の補強i、taセメン
トスラリーを固形分で0.6kg/+n2塗布した。次
いでこの単層ウェットマットをメーキングロールに巻取
り、切り出して4層からなるグリーンシートを形成した
。この後80kg/cm2の圧力で保持時間が1.5秒
でプレスし、−次養生として60℃、90%RHで10
時間湿熱養生し、二次養生として気中で7日間放置して
厚さ5.65mmの建築用板を得た。補強繊維セメント
層のかさ比重は1.70であった。このものの500m
mスパン曲げ破壊荷重、反りの測定を行った。結果を第
1表に示す。
(Example 1) Asbestos (5 and 6 class mix) 13%, B class blast furnace cement 7
6%, No. 8 silica, 10%, and pulp (waste newspaper) 1%, the reinforcing part of the single layer wet mat is made of 1.5% vinylon of wl, a diameter 2d, fiber #I length 6I,
Asbestos (mixture of classes 5 and 6) 7%, class 8 blast furnace cement) 9
A reinforced i, ta cement slurry with a slurry concentration of 32% and a solid content of 0.6 kg/+n2 was applied at 1.5%. Next, this single-layer wet mat was wound up on a making roll and cut out to form a green sheet consisting of four layers. After that, it was pressed at a pressure of 80 kg/cm2 for a holding time of 1.5 seconds, and then cured for 10 minutes at 60°C and 90% RH.
It was cured under moist heat for a period of time and then left in the air for 7 days for secondary curing to obtain a construction board with a thickness of 5.65 mm. The bulk specific gravity of the reinforcing fiber cement layer was 1.70. 500m of this thing
The m-span bending fracture load and warpage were measured. The results are shown in Table 1.

(実施例2) 補強繊維セメントスラリーにおし1てビニロンを1.5
%、セメント92%とした以外は実施例1と同様にして
厚さ5.65mmの建築用板を得た。補強繊維セメント
層のかさ比重は1.72であった。このものの500 
+amスパン曲げ破壊荷重、反り試験を行った。
(Example 2) Add 1.5 parts vinylon to reinforcing fiber cement slurry.
A building board with a thickness of 5.65 mm was obtained in the same manner as in Example 1 except that the cement was 92%. The bulk specific gravity of the reinforcing fiber cement layer was 1.72. 500 of this stuff
+am span bending fracture load and warpage tests were conducted.

結果を第1表に示す。The results are shown in Table 1.

(比較例) 補強N&維セメントスラリーを単層ウニ・ントマ・ント
の全面に散布した以外は実施例2と同様にして厚さ5.
65m+nの建築用板を得た。補強WLmセメント層の
かさ比重は1.67であった。このものの500τn【
nスパン曲げ破壊荷重、反り試験を行った。結果を第1
表に示す。
(Comparative Example) The same procedure as in Example 2 was carried out except that the reinforcing N & fiber cement slurry was spread over the entire surface of the single-layer sea urchin, sea urchin, and tomato.
A construction board of 65m+n was obtained. The bulk specific gravity of the reinforced WLm cement layer was 1.67. 500τn of this [
N-span bending fracture load and warpage tests were conducted. Results first
Shown in the table.

(比較例2) 補強繊維セメントスフリーを単層ウニ・ントマ・ントの
全面に散布した以外は実施例2と同様にして厚さ5.6
5+n+nの建築用板を得た。補強繊維セメント層のか
さ比重は1.70であった。このものの500111I
スパン曲げ破壊荷重、反り試験を行った。結果を第1表
に示す。
(Comparative Example 2) The same procedure as in Example 2 was carried out except that reinforcing fiber cement free was spread over the entire surface of the single-layer sea urchin, to a thickness of 5.6 mm.
A construction board of 5+n+n was obtained. The bulk specific gravity of the reinforcing fiber cement layer was 1.70. 500111I of this
Span bending fracture load and warpage tests were conducted. The results are shown in Table 1.

第1表 測定方法 曲げ破壊荷重・・・第6図に示すように5=50011
1111スパン間に試料11を矢印の方向に抄造方向が
くるように配置し、上方から荷重をかけて破壊する荷重
を測定した。
Table 1 Measurement method Bending fracture load...5=50011 as shown in Figure 6
Sample 11 was placed between 1111 spans so that the papermaking direction was in the direction of the arrow, and a load was applied from above to measure the load at which it would break.

反り・・・第7図に示すようにコンクリートパネル上に
22kgアスファルトルーフイ〉グを敷き、その上に建
築用板を所定寸法に切断した屋根材としての試料11を
9枚釘止め施工し、アクリルスチレンエマルジョン塗料
な膜厚で20〜40μ「0塗布した後、50c+nの高
さから赤外ランプ12で表面温度70℃で3時間加熱し
て反り反動を見る。
Warpage: As shown in Figure 7, a 22kg asphalt roofing block was laid on a concrete panel, and nine roofing material samples 11, which were made from construction boards cut to a specified size, were nailed on top of it. After applying an acrylic styrene emulsion paint with a film thickness of 20 to 40 μm, heat it for 3 hours with an infrared lamp 12 from a height of 50 cm + n at a surface temperature of 70° C. to observe warpage and reaction.

第1表より、本発明の実施例のものにあっては、比較例
のものに対して補強繊維セメント層の密度を高くでき、
補強M&紺添加による比重低下を防止でき、又曲げ破壊
強度が大きく、しかも反りも小さく補強効果が大きいこ
とが判る。
From Table 1, it can be seen that the density of the reinforcing fiber cement layer can be made higher in the examples of the present invention than in the comparative examples;
It can be seen that the reduction in specific gravity due to the addition of reinforcing M and navy blue can be prevented, the bending fracture strength is high, and the warpage is also small, so the reinforcing effect is large.

[発明の効果] 本発明にあっては、抄造シリンダーにより石綿セメント
スラリーを抄き上げ、この石綿セメントスラリーをフェ
ルトコンベヤレこ転写して単層ワエ′ットマットを形成
し、次いで単層ウェットマット上の補強部分に相当する
箇所に補強iaセメントスラリーを散布しているので、
不必要な箇所に補強M&維セメントを散布させることが
なく、無駄な散布がなくなるだけでなく、グリーンシー
トをプレスして脱水させる際に、補強繊維セメントセメ
ント層にプレス圧がより充分にかかることから補強繊維
とセメント、充填材の密着性が向上し、補強効果を高め
ることができるものであり、又建築用板全体としても反
りなどが小さくなるなど、強度を大きくできるものであ
る。
[Effects of the Invention] In the present invention, an asbestos-cement slurry is drawn up using a paper-making cylinder, and this asbestos-cement slurry is transferred to a felt conveyor to form a single-layer wet mat, and then a single-layer wet mat is formed. Since the reinforcement IA cement slurry is sprinkled on the parts corresponding to the reinforced parts,
Not only does it eliminate unnecessary spraying of reinforcing M&fiber cement in unnecessary areas, but it also allows more sufficient pressing pressure to be applied to the reinforcing fiber cement cement layer when pressing and dewatering the green sheet. This improves the adhesion between the reinforcing fibers, cement, and filler, increasing the reinforcing effect, and increasing the strength of the architectural board as a whole, such as reducing warping.

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

第1図は本発明の一実施例を実施するための装置を示す
一部省略概略図、第2図は同上における補強i維セメン
トスラリーの散布状態を示す平面図、第3図及び第4図
は第2図のX−X断面図及びY−Y断面図、第5図は同
上におけるプレス後のグリーンシートの状態を示す断面
図、第6図は曲げ破壊強度の測定方法をしめす平面図、
第7図(a)(b)は反りの測定方法を示す平面図、側
面図、第8図は建築用板を屋根材として葺設した状態を
示す平面図であって、1は抄造シリンダー12は石綿セ
メントスラリー、3はフェルトコンベヤ、4は単層ウェ
ットマット、6は補強繊維セメントスラリー、7はメー
キングロール、8はグリーンシートである。 代理人 弁理士 石 1)艮 七 L 第4図 第5図 第6図        117図 第8vA 手続補正書(自発) 昭和59年 8月 20日 昭和59年特許願第’+ 42903号2、発 明 の
名称 建築用板の製造方法 3、補正をする者 事件との関係     特 許出願人 住  所  大阪府門真市大字門真1048番地名 称
 (583)松下電工株式会社 代表者小 林  郁 4、代理人 郵便番号 530 5、補正命令の日付 明細書第5頁@8行目ないし第9行目の「水抜き金板」
を「水抜き鉄板」と訂正致します。 手続補正書(方式) %式% 1、事件の表示 昭和59年特許願第142903号 2、発明の名称 建築用板の製造方法 3、補正をする者 事件との関係  特許出願人 住  所 大阪府門真市大宇門真1048番地名 称(
583)松下電工株式会社 代表者 小  林   郁 4、代理人 郵便番号 530 5、補正命令の日付 昭和59年10月9日 6、補正の対象 明細書
FIG. 1 is a partially omitted schematic diagram showing an apparatus for carrying out an embodiment of the present invention, FIG. 2 is a plan view showing the state of dispersion of reinforcing i-fiber cement slurry in the above, and FIGS. 3 and 4. are the XX cross-sectional view and the Y-Y cross-sectional view of FIG. 2, FIG. 5 is a cross-sectional view showing the state of the green sheet after pressing in the same as above, and FIG. 6 is a plan view showing the method for measuring bending fracture strength.
7(a) and 7(b) are a plan view and a side view showing a method for measuring warpage, and FIG. 8 is a plan view showing a state in which construction boards are used as roofing material. 3 is an asbestos cement slurry, 3 is a felt conveyor, 4 is a single layer wet mat, 6 is a reinforced fiber cement slurry, 7 is a making roll, and 8 is a green sheet. Agent Patent Attorney Ishi 1) ShichiL Ai Figure 4 Figure 5 Figure 6 Figure 117 Figure 8vA Procedural amendment (spontaneous) August 20, 1981 Patent Application No. '+42903 No. 2, Invention Name: Manufacturing method for construction boards 3, Relationship with the case of the person making the amendment Patent applicant address: 1048 Oaza Kadoma, Kadoma City, Osaka Name (583) Matsushita Electric Works Co., Ltd. Representative Iku Kobayashi 4, Agent Postal code 530 5, "Drain plate" on page 5 of the statement with the date of the amendment order @ lines 8 to 9
has been corrected to "water draining iron plate". Procedural amendment (method) % formula % 1. Indication of the case Patent Application No. 142903 of 1982 2. Name of the invention Method for manufacturing architectural boards 3. Person making the amendment Relationship with the case Patent applicant address Osaka Prefecture 1048 Ou Kadoma, Kadoma City Name (
583) Matsushita Electric Works Co., Ltd. Representative Iku Kobayashi 4, Agent postal code 530 5, Date of amendment order October 9, 1980 6, Specification subject to amendment

Claims (1)

【特許請求の範囲】[Claims] (1)抄造シリンダーにより石綿セメントスラリーを抄
き上げ、この石綿セメントスラリーをフェルトコンベヤ
に転写して単層ウェットマットを形成し、次いで単層ウ
ェットマット上の補強部分に相当する箇所に補強繊維セ
メントスラリーを散布し、この後メーキングロールに巻
取りグリーンシートを形成し、次いでグリーンシートを
プレスして脱水し、その後養生することを特徴とする建
築用板の製造方法。
(1) Asbestos-cement slurry is drawn up using a papermaking cylinder, this asbestos-cement slurry is transferred to a felt conveyor to form a single-layer wet mat, and then reinforcing fiber cement is applied to the parts corresponding to the reinforced parts on the single-layer wet mat. A method for producing a construction board, which comprises: spreading a slurry, then winding it up on a making roll to form a green sheet, then pressing and dewatering the green sheet, and then curing it.
JP14290384A 1984-07-10 1984-07-10 Manufacture of building board Granted JPS6120708A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14290384A JPS6120708A (en) 1984-07-10 1984-07-10 Manufacture of building board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14290384A JPS6120708A (en) 1984-07-10 1984-07-10 Manufacture of building board

Publications (2)

Publication Number Publication Date
JPS6120708A true JPS6120708A (en) 1986-01-29
JPH0214168B2 JPH0214168B2 (en) 1990-04-06

Family

ID=15326284

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14290384A Granted JPS6120708A (en) 1984-07-10 1984-07-10 Manufacture of building board

Country Status (1)

Country Link
JP (1) JPS6120708A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52134624A (en) * 1976-05-04 1977-11-11 Asahi Glass Co Ltd Method of producing glasssfibreereinforced cement moulding by use of sheet making machine
JPS5392827A (en) * 1977-01-26 1978-08-15 Toyo Boseki Method of making inorganic waterhardened plate reinforced with glass fiber
JPS53144927A (en) * 1977-05-24 1978-12-16 Kubota Ltd Method of making cement plate reinforced with fiber

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52134624A (en) * 1976-05-04 1977-11-11 Asahi Glass Co Ltd Method of producing glasssfibreereinforced cement moulding by use of sheet making machine
JPS5392827A (en) * 1977-01-26 1978-08-15 Toyo Boseki Method of making inorganic waterhardened plate reinforced with glass fiber
JPS53144927A (en) * 1977-05-24 1978-12-16 Kubota Ltd Method of making cement plate reinforced with fiber

Also Published As

Publication number Publication date
JPH0214168B2 (en) 1990-04-06

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