JPH03120013A - Manufacture of inorganic lightweight panel - Google Patents

Manufacture of inorganic lightweight panel

Info

Publication number
JPH03120013A
JPH03120013A JP25842789A JP25842789A JPH03120013A JP H03120013 A JPH03120013 A JP H03120013A JP 25842789 A JP25842789 A JP 25842789A JP 25842789 A JP25842789 A JP 25842789A JP H03120013 A JPH03120013 A JP H03120013A
Authority
JP
Japan
Prior art keywords
nonwoven fabric
layer
supplied
lightweight
cement
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
JP25842789A
Other languages
Japanese (ja)
Inventor
Mitsuhiko Hashimoto
光比古 橋本
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 JP25842789A priority Critical patent/JPH03120013A/en
Publication of JPH03120013A publication Critical patent/JPH03120013A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To make a continuous production possible, to keep a strength also at a constant low specific gravity and to prevent the occurrence of cracks and a surface deterioration by embedding a mesh wire gauze in the reverse to form a proof tensile strength material, by embedding a nonwoven fabric in the obverse and by constituting the whole body from a lightweight cement compound. CONSTITUTION:A nonwoven fabric 2 wound into a roll shape is mounted on a running belt conveyor 1 while it is rewound, and cement mortar A in a layer is supplied from a first hopper 3 onto this nonwoven fabric 2, rolling-compacted by a roll 4 and impregnated into the nonwoven fabric 2 while it is leveled to a given thickness. A cement composition B containing lightweight aggregate in a layer is supplied from a second hopper 5 to the surface of the mortar and a mesh wire gauze 6 wound into a roll shape is rewound and supplied onto the layer. Then, the mesh wire gauze 6 is embedded in the cement composition B containing the light aggregate by a rolling compaction roll 7 and leveled to a given thickness so that the whole body is formed into an integral body. Thereafter, the integral body is cut into given lengths and cured to form products. Thus, a continuous molding is made possible, a flexural strength is improved and the occurrence of cracks and a surface deterioration can be prevented.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は無機質軽量パネルの製造方法に関するゆ 〔従来の技術〕 従来無it軽量パネルとして、セメント、シワ力よりな
るマトリックス配合物に軽量化対策として天然または人
工の軽量骨材を添加しこれらを水と共に混練して一定形
状に賦形し、養生硬化させて製品化したものが広く使用
されている。
[Detailed Description of the Invention] [Industrial Field of Application] This invention relates to a method for producing an inorganic lightweight panel. [Prior Art] Conventionally, as an IT-free lightweight panel, weight reduction measures were applied to a matrix compound consisting of cement and wrinkle strength. Products that are widely used include adding natural or artificial lightweight aggregates, kneading them with water, shaping them into a certain shape, and curing them to harden them.

ところで、上記無機質軽量パネルは軽量とするほど強度
が低下するため、必要な強度を付与するにはガラスファ
イバーや炭素繊維等の補強繊維の使用が不可欠となる。
Incidentally, the strength of the above-mentioned lightweight inorganic panel decreases as it becomes lighter, so it is essential to use reinforcing fibers such as glass fiber or carbon fiber to provide the necessary strength.

〔従来技術の問題点〕[Problems with conventional technology]

ところで、上記無機質軽量パネルの製造に際しては、無
m質配合物に大量の軽量骨材や補強繊維が配合されてい
るため水と共に混練した場合、スラリーの流動性が非常
に悪くなり、成形方法としては注型法によらざるを得ず
、生産効率が悪いといった問題が有った。
By the way, when manufacturing the above-mentioned inorganic lightweight panels, the inorganic compound contains a large amount of lightweight aggregate and reinforcing fibers, so when mixed with water, the fluidity of the slurry becomes very poor, so it is difficult to use the molding method. had to use the casting method, which had the problem of poor production efficiency.

また、軽量か否かを問わず無機質成品は一般に収縮によ
るクランクの発生や表面劣化が問題となっており、単繊
維の均一混合分散による繊維補強手段では繊維が長く連
続しないのでこれらの抜本的解決は図れないといった問
題があった。
In addition, regardless of whether it is lightweight or not, inorganic products generally suffer from problems such as cracking due to shrinkage and surface deterioration, and fiber reinforcement by uniformly mixing and dispersing single fibers does not allow the fibers to continue for a long time, so a drastic solution to these problems is needed. There was a problem that it was impossible to plan.

〔作用〕[Effect]

〔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、連続生産が可能であると
共に、一定の低比重に於いても強度を保ち、クランクの
発生や表面劣化のない強度に優れる無機質軽量仮ぶルの
製造方法を提供することを目的としてなされたものであ
る。
[Problems to be Solved by the Invention] In view of the above-mentioned problems, the present invention has developed an inorganic material that is capable of continuous production, maintains strength even at a certain low specific gravity, and has excellent strength without cranking or surface deterioration. The purpose of this work is to provide a method for manufacturing lightweight kabul.

〔課題を解決するに至った技術〕[Technology that led to solving the problem]

即ち、この発明の無機質軽量パネルの製造方法は走行す
るヘルドコンベヤ上に不織布を連続的に供給し、該不織
布上よりセメントモルタルを層状に供給して転圧ロール
により前記セメントモルタルを不織布に含浸させつつ一
定厚さに均らし、該層上から軽量コンクリート用セメン
ト配合材料を層状に供給し核層上にメソシュ金網を連続
的に敷設供給し、核層を転圧ロールにより前記メツシュ
金網を軽量コンクリート用セメント配合材料層に埋入さ
せつつ一定厚さに均らした後、一定長さに裁断し、以後
常法により養生硬化することを特徴とするものである。
That is, the method for producing an inorganic lightweight panel of the present invention involves continuously supplying a nonwoven fabric onto a traveling heald conveyor, supplying cement mortar in a layered manner from above the nonwoven fabric, and impregnating the nonwoven fabric with the cement mortar using a compaction roll. A cement mixture material for lightweight concrete is supplied in layers from above the layer, a mesh wire mesh is continuously laid and supplied on the core layer, and the mesh wire mesh is rolled into lightweight concrete using a pressure roll. It is characterized in that it is embedded in a cement compound material layer and leveled to a certain thickness, then cut into a certain length, and then cured and hardened by a conventional method.

一般に、セメント成形板においては、表面部分は圧縮強
度を強くし、裏面部分は引張強度を強くすることが望ま
しいとされる。
Generally, in a cement molded board, it is desirable that the front surface portion has a high compressive strength and the back surface portion has a high tensile strength.

そこでこの発明において上記要請を満足するため軽量板
材を成形するにあたり裏面にはメツシュ金網を埋入し耐
引張強度材とし、表面には不織布を埋入し、全体を軽量
セメント配合物で構成することによって上記要請を満足
する無機質軽量パネルとするのである。
Therefore, in order to satisfy the above requirements in this invention, when forming a lightweight plate material, a mesh wire mesh is embedded in the back side to make it a tensile strength material, a nonwoven fabric is embedded in the front surface, and the whole is made of a lightweight cement compound. This allows us to create a lightweight inorganic panel that satisfies the above requirements.

また、メソシュ金網、不織布等はロールにして連続供給
可能であり、これとベル1−成形法との組み合わせによ
り上記板材が連続成形可能となる。
Further, mesh wire mesh, nonwoven fabric, etc. can be continuously supplied in the form of rolls, and by combining this with the Bell 1-forming method, the above-mentioned plate material can be continuously molded.

〔実施例〕〔Example〕

次に、この発明を実施例により説明する。 Next, the present invention will be explained using examples.

第1図はこの発明の実施例の断面図である。FIG. 1 is a sectional view of an embodiment of the invention.

走行ベルトコンベヤ1上にロール状に巻取った不織布2
を巻戻しながら載せ、この不織布2上に第1ホンパー3
よりセメントモルタルAをi状に供給しロール4で転圧
して不織布2中に含浸させつつ一定厚さに均らし、その
表面に軽量骨材を含有したセメント組成物Bを第2ホフ
パ5より層状に供給し、この層上にロール状に巻回した
メツシュ金網6を巻戻して供給し、転圧ロール7に依り
メソシュ金網6を軽量骨材を含有したセメント組成物B
内に埋入させつつ一定の厚さに均らすと共に全体を一体
化した後、一定長さに裁断し、以後常法により一次養生
、オートクレーブによる二次養生を行い製品化する。
Nonwoven fabric 2 wound into a roll on a running belt conveyor 1
is placed on the nonwoven fabric 2 while unwinding it, and the first hopper 3 is placed on this nonwoven fabric 2.
Cement mortar A is supplied in an i-shape and rolled with rolls 4 to impregnate it into the nonwoven fabric 2 and evened out to a constant thickness, and the cement composition B containing lightweight aggregate is layered on the surface of the nonwoven fabric 2 using a second hopper 5. The mesh wire mesh 6 wound into a roll on this layer is unwound and supplied, and the mesh wire mesh 6 is transferred to the cement composition B containing lightweight aggregate using a compaction roll 7.
After embedding the material in a container, leveling it to a certain thickness and integrating the whole into one piece, it is cut into a certain length, and then subjected to primary curing in a conventional manner and secondary curing in an autoclave, and then manufactured into a product.

第2図は上記手段によって得た製品の断面図を示し、上
記により得た軽量無機質板Gは、不織布2の埋入された
側を表面として使用するが、この表面層は、通常のセメ
ントスラリーAにより構成され、かつロールにより転圧
されているので非常に緻密な層とされ、埋入された不織
布2と相俟って圧縮強度に優れ、また裏面側はメツシュ
金+4F46により引張強度が著しく補強される。
FIG. 2 shows a cross-sectional view of the product obtained by the above method, and the lightweight inorganic board G obtained by the above method uses the side where the nonwoven fabric 2 is embedded as the surface, and this surface layer is made of ordinary cement slurry. Since it is composed of A and is compacted by rolls, it is a very dense layer, and together with the embedded nonwoven fabric 2, it has excellent compressive strength, and the back side has a remarkable tensile strength due to mesh gold + 4F46. Reinforced.

また、このメツシュ金網6の埋入される側は軽量骨材を
含有したセメント組成物Bとされているため、製品全体
の軽量化も図られる。
Further, since the side where the mesh wire mesh 6 is embedded is made of the cement composition B containing lightweight aggregate, the weight of the entire product can be reduced.

この発明の方法で得た、厚さ20龍、幅450 ym長
さ900 inの無機質軽量仮につき、メツシュ金網を
埋入した側が凸となるように曲げ力を与えてJIS4号
に基づく曲げ試験を行ったところ、表に示す結果となっ
た。
The inorganic lightweight tent with a thickness of 20mm, width of 450mm, and length of 900 inches obtained by the method of this invention was subjected to a bending test based on JIS No. 4 by applying a bending force so that the side where the mesh wire mesh was embedded became convex. The results are shown in the table.

また比重を測定したところ、1.2と充分軽量化も図ら
れていることが判明した。
Furthermore, when the specific gravity was measured, it was found to be 1.2, indicating that the weight was sufficiently reduced.

表 実施例と同一形状の試験板についての結果を示す。table The results are shown for a test plate having the same shape as the example.

〔効果〕〔effect〕

この発明は以上のように軽量無機質板かヘルドコンベヤ
により連続成形可能となり、大量生産が可能となるばか
りでなく、この発明の方法で得た軽量無8!質板は曲げ
強度に非常に優れ、建築物の外壁材あるいは床材として
充分に使用できると言った効果を有する。
As described above, this invention not only enables continuous molding using a lightweight inorganic plate or a heald conveyor, but also enables mass production. The quality board has very good bending strength and has the effect that it can be used satisfactorily as an exterior wall material or floor material for buildings.

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

第1図はこの発明の方法を実施する装置の側面図、第2
図はこの発明の方法で得た軽量無機質板の断面図である
FIG. 1 is a side view of an apparatus for carrying out the method of this invention;
The figure is a cross-sectional view of a lightweight inorganic plate obtained by the method of the present invention.

Claims (1)

【特許請求の範囲】[Claims] (1)走行するベルトコンベヤ上に不織布を連続的に供
給し、該不織布上よりセメントモルタルを層状に供給し
て転圧ロールにより前記セメントモルタルを不織布に含
浸させつつ一定厚さに均らし、該層上から軽量コンクリ
ート用セメント配合材料を層状に供給し該層上にメッシ
ュ金網を連続的に敷設供給し、該層を転圧ロールにより
前記メッシュ金網を軽量コンクリート用セメント配合材
料層に埋入させつつ一定厚さに均らした後、一定長さに
裁断し、以後常法により養生硬化することを特徴とする
無機質軽量パネルの製造方法。
(1) Continuously supply a non-woven fabric onto a running belt conveyor, supply cement mortar in layers from above the non-woven fabric, impregnate the non-woven fabric with the cement mortar using a compaction roll, and level it to a constant thickness. A cement mixture material for lightweight concrete is supplied in a layered manner from above the layer, a mesh wire mesh is continuously laid and supplied on the layer, and the mesh wire mesh is embedded in the layer of the cement mixture material for lightweight concrete using a compaction roll. A method for producing an inorganic lightweight panel, which comprises: uniformizing the thickness to a constant thickness, cutting it to a constant length, and curing and hardening it by a conventional method.
JP25842789A 1989-10-02 1989-10-02 Manufacture of inorganic lightweight panel Pending JPH03120013A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25842789A JPH03120013A (en) 1989-10-02 1989-10-02 Manufacture of inorganic lightweight panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25842789A JPH03120013A (en) 1989-10-02 1989-10-02 Manufacture of inorganic lightweight panel

Publications (1)

Publication Number Publication Date
JPH03120013A true JPH03120013A (en) 1991-05-22

Family

ID=17320062

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25842789A Pending JPH03120013A (en) 1989-10-02 1989-10-02 Manufacture of inorganic lightweight panel

Country Status (1)

Country Link
JP (1) JPH03120013A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001032380A1 (en) * 1999-11-03 2001-05-10 Exin International Pty Ltd As Trustee For Exin Ip Trust Building panel production method and apparatus
US6508895B2 (en) * 1998-09-09 2003-01-21 United States Gypsum Co Method of producing gypsum/fiber board
JP2007312502A (en) * 2006-05-18 2007-11-29 Fuji Electric Systems Co Ltd Power electronic equipment
US7897079B2 (en) 2006-09-21 2011-03-01 United States Gypsum Company Method and apparatus for scrim embedment into wet processed panels

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5096617A (en) * 1973-12-27 1975-07-31
JPS53101053A (en) * 1977-02-15 1978-09-04 Showa Rekisei Kougiyou Kk Fibrous pavement plate and its production method
JPS5855206A (en) * 1981-09-09 1983-04-01 ジヨン・ダブリユ−・テイア Manufacture of concrete panel and its device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5096617A (en) * 1973-12-27 1975-07-31
JPS53101053A (en) * 1977-02-15 1978-09-04 Showa Rekisei Kougiyou Kk Fibrous pavement plate and its production method
JPS5855206A (en) * 1981-09-09 1983-04-01 ジヨン・ダブリユ−・テイア Manufacture of concrete panel and its device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6508895B2 (en) * 1998-09-09 2003-01-21 United States Gypsum Co Method of producing gypsum/fiber board
USRE41592E1 (en) 1998-09-09 2010-08-31 Gladys Cedella Cormier Method of producing gypsum/fiber board
WO2001032380A1 (en) * 1999-11-03 2001-05-10 Exin International Pty Ltd As Trustee For Exin Ip Trust Building panel production method and apparatus
JP2007312502A (en) * 2006-05-18 2007-11-29 Fuji Electric Systems Co Ltd Power electronic equipment
US7897079B2 (en) 2006-09-21 2011-03-01 United States Gypsum Company Method and apparatus for scrim embedment into wet processed panels

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