JPH0659643B2 - Diatomaceous earth building material manufacturing method - Google Patents
Diatomaceous earth building material manufacturing methodInfo
- Publication number
- JPH0659643B2 JPH0659643B2 JP25448689A JP25448689A JPH0659643B2 JP H0659643 B2 JPH0659643 B2 JP H0659643B2 JP 25448689 A JP25448689 A JP 25448689A JP 25448689 A JP25448689 A JP 25448689A JP H0659643 B2 JPH0659643 B2 JP H0659643B2
- Authority
- JP
- Japan
- Prior art keywords
- diatomaceous earth
- weight
- building material
- thickness
- less
- 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.)
- Expired - Fee Related
Links
Landscapes
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は珪藻土を主原料とする建材の製造方法に関す
る。TECHNICAL FIELD The present invention relates to a method for producing a building material containing diatomaceous earth as a main raw material.
珪酸カルシウム質建材の製造用原料としてSiO2源及び軽
量化材として珪藻土がある。There are SiO 2 sources as raw materials for the production of calcium silicate-based building materials and diatomaceous earth as lightweight materials.
珪藻土は水分を外割りで100重量%前後含み、珪藻土層
からパワーシヨベルで大きな塊状に掘り出される。珪藻
土煉瓦の製造では、掘り出したままの珪藻土塊を20mm以
下の厚さの鱗片状に削り、オガクズ等の気孔形成材を添
加し、水分を調整して混練押し出し成形し、乾燥焼成し
ている。得られた煉瓦の中には直径3〜15mmの珪藻土の
小塊が残つている。珪藻土煉瓦の場合と同様に珪藻土を
塊厚さ20mm以下の鱗片状に削り、これにポルトランドセ
メント、繊維、押し出し助剤を添加して混練し押し出し
成形として乾燥焼成の板状建材を作る場合も、他の原料
と混合しない珪藻土小塊が板材中に残り、特に薄い板の
製造では品質の均一性、外観、製造歩留りが悪くなる。The diatomaceous earth contains around 100% by weight of water, and is excavated from the diatomaceous earth layer with a power shovel into large blocks. In the production of diatomaceous earth bricks, a diatomaceous earth mass that has been dug out is ground into scales with a thickness of 20 mm or less, a pore-forming material such as sawdust is added, the water content is adjusted, and the mixture is extruded and dried and baked. In the obtained brick, a small lump of diatomaceous earth with a diameter of 3 to 15 mm remains. As in the case of diatomaceous earth bricks, shaving diatomaceous earth in the form of scales with a lump thickness of 20 mm or less, Portland cement, fibers, extrusion additives are also kneaded and extruded to form a plate-like building material that is dried and fired. Small diatomaceous earth particles that do not mix with other raw materials remain in the plate material, resulting in poor quality uniformity, appearance, and manufacturing yield particularly in the production of thin plates.
この問題を解決するために、一般には、秤量しやすく均
一に混合出来るように、乾燥粉砕して粉末にしたものが
用いられている。In order to solve this problem, generally, what is powdered by dry pulverization is used so that it can be easily weighed and uniformly mixed.
しかし元来安価な原料である珪藻土を乾燥粉砕して粉末
とするので、原料としての価格が高くなり、従つて珪藻
土粉末を用いた製品の価格も高くなる問題があつた。However, since diatomaceous earth, which is an inexpensive raw material, is dried and pulverized into powder, the price of the raw material increases, and thus the price of the product using the diatomaceous earth powder also increases.
本発明は、採掘したままの珪藻土を乾燥粉砕して粉末と
することなく、そのまま用いて均質で安価な建材を製造
しうる方法を提供することを課題とする。It is an object of the present invention to provide a method capable of producing a homogeneous and inexpensive building material by directly using diatomaceous earth as it is mined, without using dry pulverization to make powder.
本発明は、採掘したままの湿潤状態にある珪藻土塊を削
り鱗片状とし、更に直径6mm以下に造粒するか、厚さ4
mm以下にロールで圧延し、これにポルトランドセメント
及び又は石灰と、繊維と、押し出し助剤とを混合し、水
分調整を行ない、混練して押し出し成形し、蒸気養生す
る珪藻土建材の製造方法にある。According to the present invention, a diatomaceous earth mass in an as-extracted wet state is ground into scales and further granulated to have a diameter of 6 mm or less, or a thickness of 4 mm.
Rolled to a mm or less, mixed with Portland cement and or lime, fiber, and extrusion aid to this, adjust the water content, knead and extrude, there is a method of manufacturing steam-cured diatomaceous earth building material. .
繊維としては、石綿、ガラス繊維、カーボン繊維、ワラ
ストナイト等の無機繊維、パルプ、ポリプロピレン、ポ
リビニルアルコール、ケプラ、ポリエチレン繊維等の有
機繊維を用いることができる。有機繊維は不燃材とする
ために珪藻土100重量部に対して添加量を5重量部以下
とするのが良い。As the fibers, asbestos, glass fibers, carbon fibers, inorganic fibers such as wollastonite, and organic fibers such as pulp, polypropylene, polyvinyl alcohol, kepla, and polyethylene fibers can be used. Since the organic fiber is a non-combustible material, it is preferable to add 5 parts by weight or less to 100 parts by weight of diatomaceous earth.
ポルトランドセメント、石灰の配合量は従来と同様でよ
い。高圧蒸気養生を行ないトベルモナイトを生成せしめ
る場合は公知のようにC/S比を1.0〜0.4となるよ
うに配合するのが良い。The blending amounts of Portland cement and lime may be the same as conventional ones. When high pressure steam curing is carried out to produce tvermonite, it is preferable to mix it so that the C / S ratio is 1.0 to 0.4, as is well known.
押し出し助剤としては一般に用いられているメチルセル
ローズを、珪藻土100重量部に対して0.2〜3重量部
用いれば良い。As the extrusion aid, generally used methyl cellulose may be used in an amount of 0.2 to 3 parts by weight based on 100 parts by weight of diatomaceous earth.
蒸気養生は60〜180 ℃で行なえば良く、配合繊維や用途
により適宜の温度を選ぶことが出来る。Steam curing may be carried out at 60 to 180 ° C, and an appropriate temperature can be selected depending on the blended fiber and the application.
地層として存在する珪藻土は、通常外割りで水分を100
重量%程度含んでおり、乾燥状態での国産珪藻土の成分
は、珪藻分50〜70重量%、粘土分20〜40重量%、その他
5〜20重量%で、化学組成はSiO260〜80重量%、Al2O3
5〜15重量%、その他5〜15重量%、加熱減量約5〜15
重量%、乾燥比重0.5〜1.0の泥岩である。採掘し
たままの水分を含んだ珪藻土は、形状保持性を有するの
で、厚さ20mm以下に塊を削つて混練する程度では全体が
混練されずその中に小塊が残り均一な混合物とはならな
い。しかし総ての部分に外力が加わるように外力を加え
れば、全体が均一な粘土状となり、他の配合物と均一に
混合出来るようになる。Diatomaceous earth, which exists as a stratum, usually has a water content of 100
The content of domestic diatomaceous earth in the dry state is 50 to 70% by weight, the clay content is 20 to 40% by weight, the other is 5 to 20% by weight, and the chemical composition is SiO 2 60 to 80% by weight. %, Al 2 O 3
5-15% by weight, other 5-15% by weight, heating loss about 5-15
It is a mudstone with a weight percentage of 0.5 and a dry specific gravity of 0.5 to 1.0. Since diatomaceous earth containing water as it is mined has shape-retaining properties, the entire mixture is not kneaded to the extent that the lumps are scraped to a thickness of 20 mm or less and kneaded, and small lumps remain in them, and a uniform mixture is not formed. However, if an external force is applied so that all parts are applied, the whole will be in a uniform clay-like state and can be uniformly mixed with other compounds.
本発明はこの性質を利用して、採掘したままの珪藻土塊
を厚さ20mm以下の鱗片状に削つたものを、粒径6mm以下
に造粒するか、厚さ4mm以下にロールで圧延するかして
内部まで外力を加えて全体を塑性変形性を有する粘土状
のものとすることにより、他の配合物と均一に混合出来
るようにしたものである。又、鱗片状に削った珪藻土塊
を予め粒形6mm以下に造粒することで、他の配合物と
の粗混合がむら無くでき、均一混合が容易となり、鱗片
状に削った珪藻土を予め厚さ4mm以下にロールで圧延
すると、ロールから出るときに自然に割れ、大きさが一
定しない種々のフレークとなるが、これは粗混合で砕け
混合むらを生ずる事なく、他の配合物との均一混合が容
易となる。造粒径が6mmを超え、又圧延の際の厚さが4
mmを超えると、内部まで外力が届かず塑性変形性を有し
ない部分が残り、混合したときに混合物内に珪藻土が小
粒として残る。造粒したり、ロール圧延するとき、珪藻
土塊を20mm以下の厚さに削つたものを用いるのは、20mm
を超えるような厚さでは造粒機にかからず、ロール圧延
も何回も行なわなければならないからである。Utilizing this property, the present invention uses the as-mined diatomaceous earth mass cut into scales with a thickness of 20 mm or less to granulate to a particle size of 6 mm or less, or to roll to a thickness of 4 mm or less with a roll. Then, an external force is applied to the inside to make the whole into a clay-like one having plastic deformability so that it can be uniformly mixed with other compounds. Also, by preliminarily granulating a scale-shaped diatomaceous earth mass to a particle shape of 6 mm or less, rough mixing with other compounds can be evenly performed, uniform mixing becomes easy, and scale-shaped diatomaceous earth is preliminarily thickened. When rolled with a roll of 4 mm or less, when it comes out of the roll, it spontaneously cracks and becomes various flakes of various sizes, but this does not cause uneven mixing and crushing in coarse mixing, and it is uniform with other blends. Easy to mix. The grain size exceeds 6 mm, and the thickness when rolling is 4
When it exceeds mm, external force does not reach the inside and a portion having no plastic deformability remains, and when mixed, diatomaceous earth remains as small particles in the mixture. When granulating or rolling, use a diatomaceous earth block cut to a thickness of 20 mm or less.
The reason is that if the thickness exceeds, the granulator does not need to be rolled and rolling must be performed many times.
実施例1 水分を外割りで104重量%含んだ珪藻土塊を厚さ5〜15m
mの鱗片状に削り、これを造粒機械で直径約1mmに造粒
した。この珪藻土粒100重量部に、ポルトランドセメン
ト55重量部、クリソタイル10重量部メチルセルロース2
重量部を加え、押し出し成形するのに固すぎず又柔らか
過ぎないように水分を添加して混練し、幅30cm、厚さ2
cmに押し出し成形し、180℃で9.5気圧の蒸気中で7
時間蒸気養生を行ない、長さ180cmの板材を得た。この
板の嵩密度は1.1g/cc、曲げ強さは120kg/cm2であつた。
この板材の表面を調べたが、表面には珪藻土の小塊の露
出は認められなかつた。又この板材を30個に切断した断
面を調べたが、断面にも珪藻土の小塊は認められず、珪
藻土とポルトランドセメント、クリソタイルが均一に混
合したものであつた。Example 1 5 to 15 m thick diatomaceous earth mass containing 104% by weight of water
It was cut into m-scale pieces and granulated with a granulating machine to a diameter of about 1 mm. 100 parts by weight of this diatomaceous earth grain, 55 parts by weight of Portland cement, 10 parts by weight of chrysotile methyl cellulose 2
Add 30 parts by weight, add 30 parts by weight and add 2 parts by weight of water so that it is neither too hard nor too soft for extrusion molding.
Extrusion molding to cm, 7 in 180 ℃ steam at 9.5 atm
Steam curing was performed for an hour to obtain a plate material having a length of 180 cm. The plate had a bulk density of 1.1 g / cc and a bending strength of 120 kg / cm 2 .
When the surface of this plate was examined, no small diatomaceous earth particles were exposed on the surface. A cross section of this plate cut into 30 pieces was examined. No small diatomaceous earth particles were observed in the cross section, showing that diatomaceous earth, Portland cement, and chrysotile were uniformly mixed.
比較例1 造粒機械での珪藻土の造粒径を8mmにした以外は実施例
1と同様にして板材を製造した。得られた板材の嵩密度
は1.1g/cc、曲げ強さは110kg/cm2で、表面及び内部には
直径2〜10mmの珪藻土の小塊が認められ、表面も荒れて
いた。Comparative Example 1 A plate material was produced in the same manner as in Example 1 except that the particle diameter of diatomaceous earth was 8 mm in a granulating machine. The obtained plate material had a bulk density of 1.1 g / cc and a bending strength of 110 kg / cm 2 , small diatomaceous earth particles having a diameter of 2 to 10 mm were observed on the surface and inside, and the surface was also rough.
実施例2 水分を外割りで102重量%含んだ珪藻土塊を厚さ〜15mm
の鱗片状に削り、これをロールにかけ厚さ3mmに圧延し
た。この珪藻土粒100重量部に、ポルトランドセメント5
5重量部、ポリビニルアルコール繊維2重量部、メチル
セルロース2重量部を加え、押し出し成形するのに固す
ぎず又柔らかすぎないように水分を添加して混練し、幅
30cm、厚さ2cmに押し出し成形し、80℃で蒸気中にて12
時間蒸気養生を行ない、長さ180cmの板材を得た。この
板材の嵩密度は1.15g/cc、曲げ強さは80kg/cm2であつ
た。この板材の表面を調べたが、表面は珪藻土の小塊の
露出は認められなかつた。又この板材を30個に切断した
断面を調べたが、断面にも珪藻土の小塊は認められず、
珪藻土とポルトランドセメント、繊維が均一に混合した
ものであつた。Example 2 A diatomaceous earth mass containing 102% by weight of water in a proportion of about 15 mm in thickness
Was cut into a scaly shape and was rolled to a thickness of 3 mm. To 100 parts by weight of this diatomaceous earth grain, Portland cement 5
Add 5 parts by weight, 2 parts by weight of polyvinyl alcohol fiber, and 2 parts by weight of methyl cellulose, add water so that it is neither too hard nor too soft for extrusion molding, kneading, width
Extruded and molded to a thickness of 30 cm and a thickness of 2 cm.
Steam curing was performed for an hour to obtain a plate material having a length of 180 cm. The plate material had a bulk density of 1.15 g / cc and a bending strength of 80 kg / cm 2 . The surface of this plate was examined and no small diatomaceous earth particles were exposed on the surface. In addition, I examined the cross section of this plate cut into 30 pieces, but no small particles of diatomaceous earth were observed in the cross section.
It was a mixture of diatomaceous earth, Portland cement and fibers uniformly.
比較例2 珪藻土のロールでの圧延厚さを6mmとした以外は実施例
2と同様にして板材を製造した。得られた板材の嵩密度
は1.15g/cc、曲げ強さは65kg/cm2で、表面及び内部には
直径2〜4mmの珪藻土の小塊が認められ、表面も珪藻土
の小塊のある付近で荒れが生じていた。Comparative Example 2 A plate material was produced in the same manner as in Example 2 except that the rolled thickness of diatomaceous earth was set to 6 mm. The obtained plate material has a bulk density of 1.15 g / cc, a bending strength of 65 kg / cm 2 , and a small diatomaceous earth nodule with a diameter of 2 to 4 mm is observed on the surface and inside, and the surface has a small diatomaceous earth nodule. There was a storm.
本発明によれば、珪藻土を用いて均質に建材を経済的に
製造できる。According to the present invention, a building material can be economically manufactured uniformly using diatomaceous earth.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C04B 24:38) A 2102−4G ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Internal reference number FI technical display location C04B 24:38) A 2102-4G
Claims (1)
削り鱗片状とし、更に直径6mm以下に造粒するか、厚さ
4mm以下にロールで圧延し、これにポルトランドセメン
ト及び又は石灰と、繊維と、押し出し助剤とを混合し、
水分調整を行ない、混練して押し出し成形し、蒸気養生
する珪藻土建材の製造方法。1. A diatomaceous earth mass in a wet state as mined is ground into a scale and further granulated to a diameter of 6 mm or less or rolled to a thickness of 4 mm or less with a portland cement and / or lime, Mix the fiber and extrusion aid,
A method for producing a diatomaceous earth building material in which moisture is adjusted, kneaded, extruded, and steam-cured.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25448689A JPH0659643B2 (en) | 1989-09-29 | 1989-09-29 | Diatomaceous earth building material manufacturing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25448689A JPH0659643B2 (en) | 1989-09-29 | 1989-09-29 | Diatomaceous earth building material manufacturing method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03114802A JPH03114802A (en) | 1991-05-16 |
JPH0659643B2 true JPH0659643B2 (en) | 1994-08-10 |
Family
ID=17265724
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25448689A Expired - Fee Related JPH0659643B2 (en) | 1989-09-29 | 1989-09-29 | Diatomaceous earth building material manufacturing method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0659643B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5424124A (en) * | 1991-07-09 | 1995-06-13 | Showa Denko K.K. | Civil engineering and construction grade fibrous reinforcing material, method for production thereof, and civil engineering and construction material containing the reinforcing material |
-
1989
- 1989-09-29 JP JP25448689A patent/JPH0659643B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH03114802A (en) | 1991-05-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |