JPS5855103B2 - Manufacturing method of cement composition - Google Patents
Manufacturing method of cement compositionInfo
- Publication number
- JPS5855103B2 JPS5855103B2 JP50133768A JP13376875A JPS5855103B2 JP S5855103 B2 JPS5855103 B2 JP S5855103B2 JP 50133768 A JP50133768 A JP 50133768A JP 13376875 A JP13376875 A JP 13376875A JP S5855103 B2 JPS5855103 B2 JP S5855103B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- parts
- weight
- synthetic resin
- artificial inorganic
- 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
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】
本発明は新規なセメント組成物の製造法に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for producing a novel cement composition.
更に詳しくはセメントに対し珪酸塩鉱物または炭酸塩鉱
物より戒る硬質粒材と、ガラス繊維鉱綿の如き人造無機
繊維と、セメント混合性を有する合成樹脂エマルジョン
とを配合してなるセメント組成物の製造法に関するもの
で、このyA威物は水を加え攪拌混合後成形することに
よってスレート板等の建築材料として優れた性能を発揮
し得る。More specifically, a cement composition is prepared by blending a hard granular material that is more suitable for cement than silicate minerals or carbonate minerals, artificial inorganic fibers such as glass fiber ore, and a synthetic resin emulsion that is miscible with cement. This relates to the manufacturing method, and by adding water and stirring and mixing, this yA product can exhibit excellent performance as a building material such as slate boards.
従来建築材料として広く使用されている石綿スレート板
は、主としてセメントと石綿より威り、その組成は重量
比でセメント85に対して石綿15のものが主流をなし
ている。Asbestos slate boards, which have been widely used as building materials, are mainly composed of cement and asbestos, and their composition is mainly 85 parts cement to 15 parts asbestos.
(JIS A3403石綿スレ石綿スレート板スレート
は略実用上問題ない程度の性能と妥当な価格のため広く
使用されているが強度加工性の点で改良か要望されてい
る。(JIS A3403 Asbestos Slate Board Slate is widely used due to its practically acceptable performance and reasonable price, but there is a need for improvement in terms of strength and workability.
即ち、屋根材に用いた場合、作業者の体重を充分支える
に足る程度の安全性確保のための強度及び切断、釘打ち
などによっても割れを生じることがなく、釘の撃留効果
があるような加工性のよいスレート板が得られれば、用
途はさらに増大することが期待できる。In other words, when used as a roofing material, it is strong enough to support the weight of workers to ensure safety, does not crack when cut, nailed, etc., and has a nail repellent effect. If a slate plate with good workability can be obtained, it is expected that its uses will further increase.
従来から、石綿スレート等建材用の良質石綿は外国産に
依存するところが太きいが、最近その良質の資源が涸渇
しつつあり、さらにこれを取扱う作業環境の衛生面の改
善が必要とされるなど、入手に要する価格は上昇する傾
向が著るしい。Traditionally, high-quality asbestos for building materials such as asbestos slate has been heavily dependent on foreign production, but these high-quality resources have recently been depleted, and there is a need to improve the sanitary aspects of the working environment in which this material is handled. , the price required to obtain it has a marked tendency to rise.
従来から石綿の代替としてガラス繊、維その他の人造繊
維物質をスレート板に対し、使用することが研究されて
来た。Research has been carried out on the use of glass fibers, fibers, and other artificial fiber materials for slate boards as a substitute for asbestos.
工業的に生産されるガラス繊維は石綿に比し均質であり
且つ遥に大きい引張強宜を有しているので、少量の配合
計で大きい補強効果を達威しうる可能性がある。Industrially produced glass fibers are more homogeneous and have much greater tensile strength than asbestos, so there is a possibility that a large reinforcing effect can be achieved with a small amount of addition.
例えばプラスチックス材料は、ガラス繊維の混入により
、著しい強度増大効果かえられることは知られている。For example, it is known that the strength of plastic materials can be significantly increased by incorporating glass fibers.
しかしながらガラス繊維をセメントに混入した場合次の
ような欠点があり実用に到らなかった。However, when glass fiber is mixed into cement, it has the following drawbacks and has not been put to practical use.
第一にガラス繊維、岩綿なとをセメントに混合しても、
石綿のように均一に分散混合することか困難で、だんご
状に固りやすく補強効果が充分発揮されない。Firstly, even if glass fiber and rock wool are mixed into cement,
Unlike asbestos, it is difficult to disperse and mix evenly, and it tends to harden into lumps, so it does not have a sufficient reinforcing effect.
第二にガラス繊維、岩綿なとは熔融紡糸によってえられ
るため表面が平滑でセメントとの接着性に乏しく、補強
材としての効果が発揮されない。Second, since glass fibers and rock wool are obtained by melt spinning, their surfaces are smooth and have poor adhesion to cement, making them ineffective as reinforcing materials.
第三にガラス繊維は一般にマトリックスのアルカリ性に
対し抵抗性が乏しく、耐久性に欠けると云う現象がみら
れる。Thirdly, glass fibers generally have poor resistance to the alkalinity of the matrix, resulting in a lack of durability.
本発明は、人造無機繊維含有セメント成形品のこれらの
欠点を克服したばかりか、従来の石綿含有成型品にまさ
るすぐれた強度と加工性を与えることに成功したもので
ある。The present invention not only overcomes these drawbacks of cement molded products containing artificial inorganic fibers, but also succeeds in providing superior strength and workability over conventional molded products containing asbestos.
即ち本発明はセメント100重量部に対し、人造無機繊
維1〜20重量部と、30メツシユを通過し珪酸塩鉱物
又は炭酸塩鉱物を取分とする硬質粒材10〜50重量部
と、重合性不飽和基を有する七ツマ−を乳化重合して成
る合成樹脂エマルジョンの樹脂分換算0.2〜20重量
部とを配合してセメント組成物を得るに当り、人造無機
繊維と硬質粒材を予じめ充分均一に撹拌混合したものを
上記合成樹脂エマルジョンと共にセメントに添加混合す
ることを特徴とするセメント組hψ物の製造法に係わる
ものである。That is, the present invention uses 100 parts by weight of cement, 1 to 20 parts by weight of artificial inorganic fibers, 10 to 50 parts by weight of hard granules that have passed through 30 meshes and contains silicate minerals or carbonate minerals, and polymerizable In preparing a cement composition by blending with 0.2 to 20 parts by weight of a synthetic resin emulsion obtained by emulsion polymerization of a hexamer having an unsaturated group, artificial inorganic fibers and hard granules are added in advance. The present invention relates to a method for producing a cement assembly hψ, which is characterized in that the mixture is sufficiently and uniformly stirred and mixed together with the above-mentioned synthetic resin emulsion and mixed into cement.
本発明実施上の要点はセメント粉末に人造無機繊維を添
加するに際してセメントの骨材となるべき珪酸塩鉱物ま
たは炭酸塩鉱物より威る硬質粒材と人造無機繊維とを充
分均一になる様攪拌混合しておき、とセメントに混合し
うる合成樹脂エマルジョンとを加え、水と共に攪拌混合
し、成形することにある。The key point in carrying out the present invention is that when adding artificial inorganic fibers to cement powder, the hard granules that are stronger than silicate minerals or carbonate minerals, which are to be the aggregate of cement, and the artificial inorganic fibers are stirred and mixed so that the artificial inorganic fibers are sufficiently uniform. The process involves adding a synthetic resin emulsion that can be mixed with cement, stirring and mixing with water, and molding.
こ\で云うセメントとは、例えばポルトランドセメント
、ポゾランセメント、スラグセメント、アルミナセメン
ト等、水の存在下で硬化する無機質パインディング剤を
意味する。The term "cement" as used herein means an inorganic binding agent that hardens in the presence of water, such as Portland cement, pozzolan cement, slag cement, and alumina cement.
砕石、砂利、砂などの硬質粒材を人造無機繊維に対し混
合することにより、セメント中に人造無機繊維を均一に
分散させつることは、日本特許316896に示されて
いる。Japanese Patent No. 316,896 shows that artificial inorganic fibers can be uniformly dispersed in cement by mixing hard granules such as crushed stone, gravel, and sand with artificial inorganic fibers.
本発明者等は、硬質粒材として、滑石含有カンラン岩、
蛇紋岩、珪酸白土なとの珪酸塩鉱物又は炭酸塩鉱物を好
ましくは30メツシユ以上(30メツシユ通過)の粒材
として用いると、上記人造無、機繊維の分散効果のほか
、後述する合成樹脂エマルジョンを使用した場合相互の
混和性が良好となり、最終的に物性のすぐれたセメント
成形品かえられることを見出した。The present inventors have found that talc-containing peridotite,
When silicate minerals or carbonate minerals such as serpentine and silicate clay are used as granules, preferably 30 meshes or more (passing 30 meshes), in addition to the above-mentioned dispersion effect of artificial inorganic and organic fibers, synthetic resin emulsions described below can be obtained. It has been found that when using these, the mutual compatibility becomes good and a cement molded product with excellent physical properties can be obtained.
一方セメントに合成樹脂エマルジョンを添加することに
より成形品の強度増大、亀裂防止、耐水耐薬品性の向上
かえられることは公知である(例えば特公昭35−17
669)。On the other hand, it is well known that adding a synthetic resin emulsion to cement can increase the strength, prevent cracks, and improve water and chemical resistance of molded products (for example, Japanese Patent Publication No. 35-17
669).
この目的に供せられるセメント混和用の合成樹脂には多
くの市販品があり、例えばゴムラテックス、アクリル酸
エステルエマルジョン、酢酸ビニルエマルジョン、塩化
ビニルエマルジョンなどがある。There are many commercially available synthetic resins for mixing cement that can be used for this purpose, such as rubber latex, acrylic ester emulsion, vinyl acetate emulsion, and vinyl chloride emulsion.
本発明者等はそれらの合成樹脂のうち主として酢酸ビニ
ル、メタアクリル酸メチル、アクリル酸エチル及びアク
リル酸ブチル、塩化ビニル、スチレン、エチレン及びプ
[フピレン等の重合性不飽和基を有するモノマーを乳化
重合してえられる合成樹脂エマルジョンを、人造無機繊
維及びセメントと混合し使用するときは、上記亀裂防止
効果、強度増大効果のほか、セメントと繊維の接着性向
上に効果があることをみとめた。Among these synthetic resins, the present inventors mainly emulsified monomers having polymerizable unsaturated groups such as vinyl acetate, methyl methacrylate, ethyl acrylate, butyl acrylate, vinyl chloride, styrene, ethylene, and propylene. It has been found that when a synthetic resin emulsion obtained by polymerization is mixed with artificial inorganic fibers and cement and used, in addition to the above-mentioned crack prevention effect and strength increasing effect, it is also effective in improving the adhesion between the cement and the fibers.
即ち硬質粒材と、合成樹脂の併用にかる相乗効果により
人造無機繊維がセメスト成形品において、有効な補強材
として働くことを見出したのが本発明の要点である。That is, the gist of the present invention is that it has been discovered that the artificial inorganic fiber acts as an effective reinforcing material in cement molded products due to the synergistic effect of the combined use of hard granular material and synthetic resin.
なお、珪酸塩鉱物或は炭酸塩鉱物より成る硬質粒材と、
上記合成樹脂エマルジョンを併用した場合、セメント中
に混合されたガラス繊維の耐久性にも良い影響が与えら
れる。In addition, hard granules made of silicate minerals or carbonate minerals,
When the above synthetic resin emulsion is used in combination, the durability of the glass fibers mixed in the cement is also positively affected.
上記のような人造無機繊維、硬質粒材、合成樹脂エマル
ジョンをセメントに対し添加して、すぐれた効果を得る
のに適当は量は、セメント100重量部に対し、人造無
機繊維1〜20重量部、硬質粒材10〜50重量部、合
成樹脂エマルジョン(樹脂分換算)0.2〜20重量部
である。To obtain excellent effects by adding the above-mentioned artificial inorganic fibers, hard granules, and synthetic resin emulsions to cement, the appropriate amount is 1 to 20 parts by weight of artificial inorganic fibers per 100 parts by weight of cement. , 10 to 50 parts by weight of hard granules, and 0.2 to 20 parts by weight of synthetic resin emulsion (in terms of resin content).
なお日本特許316896号には人造無機繊維を硬質粒
材の存在で粉砕したものをセメントに対し添加すること
を特徴とする人造無機質繊維混合材につき記されている
。Furthermore, Japanese Patent No. 316896 describes an artificial inorganic fiber mixture material characterized in that artificial inorganic fibers pulverized in the presence of hard granules are added to cement.
之に対し本発明に於ては、セメントに混合するに先立ち
、人造無機繊維と硬質粒材を充分均一となるよう攪拌混
合しておけば良く、事実上繊維の粉砕が伴われるとして
も、粉砕を意図して混合する必要はない。In contrast, in the present invention, it is sufficient to stir and mix the artificial inorganic fibers and hard granules so that they are sufficiently uniform before mixing with cement, and even if the fibers are actually pulverized, they are not pulverized. There is no need to intentionally mix them.
以下に実施例をあけて本発明を更に詳しく説明する。The present invention will be explained in more detail with reference to Examples below.
実施例 1
表1に示す量のガラス繊維と硬質粒材を回転式粉砕混合
機を用いて充分混合し、次いでセメント、合成樹脂エマ
ルジョン、水を加えて攪拌混合した。Example 1 Glass fibers and hard granules in the amounts shown in Table 1 were thoroughly mixed using a rotary grinding mixer, and then cement, synthetic resin emulsion, and water were added and mixed with stirring.
比較のため石綿を加えたものもそれぞれ準備した。For comparison, we also prepared samples containing asbestos.
これらのセメント混合物を金網を用いて板状に抄造し、
2kg/−の圧力で圧搾し、次いで30ky/澹の圧力
で加圧し成形した。These cement mixtures are made into plate shapes using wire mesh,
It was squeezed at a pressure of 2 kg/- and then pressed and molded at a pressure of 30 ky/min.
成形品は7日間湿潤状態のま\養生を行ってから1ケ月
間風乾した。The molded product was kept moist for 7 days and then air-dried for 1 month.
上記製造方式によってえられたスレート板に対し衝撃強
度及び曲げ強度を測定した。The impact strength and bending strength of the slate plate obtained by the above manufacturing method were measured.
その結果を第2表に示す。The results are shown in Table 2.
使用した材料及び試験条件は次の通りである。The materials and test conditions used are as follows.
セメント;ポルトランドセメント
硬質粒材;滑石含有カンラン岩(埼玉県比企郡小用町産
出)約200メツシユ
ガラス繊維;旭グラスファイバー製グラスロンチョップ
ストランド830A(繊維長25λす)C合成樹脂エマ
ルジョン;a−セビアンA −4500(ダイセル製)
アクリル共重合エマルジョン樹脂分40係
b−セピアンA−387(ダイセル製)変性酢酸ビニル
エマルジョン、樹脂分55φ
曲び強度;試験片 長さ127順×巾127mmX厚さ
8.5±0.5 mm中点;こ荷重をかけ曲げ速度3m
m/分
衝撃強度;試験片 長さ64rn1rL×巾12.7m
mX厚す8.5±0.5mmフイゾント衝撃強度、ノン
チなし
同表2の数値は試料5個について測定した値の平均値で
ある。Cement; Portland cement hard granular material; talc-containing peridotite (produced in Koyo-cho, Hiki-gun, Saitama Prefecture) approximately 200 mesh glass fiber; Asahi Glass Fiber Glass Long Chop Strand 830A (fiber length 25λ) C synthetic resin emulsion; a-Sevian A-4500 (manufactured by Daicel)
Acrylic copolymer emulsion resin content: 40 b-Sepian A-387 (manufactured by Daicel) Modified vinyl acetate emulsion, resin content: 55φ Bending strength: Test piece Length 127 mm x Width 127 mm x Thickness 8.5 ± 0.5 mm Point: Apply this load and bending speed 3m
m/min impact strength; test piece length 64rn1rL x width 12.7m
m×thickness 8.5±0.5 mm phizont impact strength, no non-chip The numerical values in Table 2 are the average values of the values measured for five samples.
試料ml 、A2 、A3は釘打ち加工が可能であり、
打ち込んた釘の固定状況は強固なものであった。Samples ml, A2, and A3 can be nailed,
The nails that were driven in were firmly fixed.
実施例 2
第3表に示す量のガラス繊維と硬質粒材を回転式粉砕混
合機を用いて充分混合し、次いでセメント、骨材、合成
樹脂エマルジョン、水を添加し、撹拌混合後セメント成
形面を作成し、曲げ強度及び圧縮強度を測定した。Example 2 Glass fibers and hard granules in the amounts shown in Table 3 were thoroughly mixed using a rotary grinding mixer, then cement, aggregate, synthetic resin emulsion, and water were added, and after stirring and mixing, the cement molding surface was mixed. was prepared, and its bending strength and compressive strength were measured.
結果を第4表に、」ミす。使用した材料及び試験方法は
次の通りである。The results are shown in Table 4. The materials and test methods used are as follows.
セメント、ガラス繊維、合成樹脂エマルジョン;実施例
1に同じ
硬質粒材;凝灰岩(埼玉県比企郡嵐山町産)砕石 約2
00メツシユ
骨 材;川砂(埼玉県荒用 砂)2.5mmふるい通
過分
成形及び試験方法;JIS R5201(セメントの
物理試験方法)
に示されたモルタル成形面、作成条件及び強度試験方法
に準じた。Cement, glass fiber, synthetic resin emulsion; same hard granular material as in Example 1; crushed tuff (produced in Arashiyama-cho, Hiki-gun, Saitama Prefecture) approximately 2
00 mesh aggregate: River sand (saitama prefecture rough sand) 2.5 mm sieve molding and test method: Mortar molding surface, preparation conditions and strength test method shown in JIS R5201 (Physical test method for cement) .
第3表の数値は成形後7日及び28出それぞれ試料3個
についての平均値である。The numerical values in Table 3 are average values for three samples each released 7 days and 28 days after molding.
Claims (1)
0重量部と、30メツシユを通過し珪酸塩鉱物又は炭酸
塩鉱物を取分とする硬質粒材10〜50重量部と、重き
性不飽和基を有するモノマーを乳化重合して成る合成樹
脂エマルジョンの樹脂分換算0.2〜20重量部とを配
合してセメント組成物を得るに当り、人造無機繊維と硬
質粒材を予じめ充分均一に攪拌混合したものを上記合成
樹脂エマルジョンと共にセメントに添加混合することを
特徴とするセメント組成物の製造法。1 1 to 2 artificial inorganic fibers per 100 parts by weight of cement
0 parts by weight, 10 to 50 parts by weight of hard granules that have passed through 30 meshes and contain silicate minerals or carbonate minerals, and a monomer having a heavy unsaturated group. When blending 0.2 to 20 parts by weight in terms of resin content to obtain a cement composition, artificial inorganic fibers and hard granules are thoroughly stirred and mixed in advance and added to the cement together with the above synthetic resin emulsion. A method for producing a cement composition characterized by mixing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP50133768A JPS5855103B2 (en) | 1975-11-07 | 1975-11-07 | Manufacturing method of cement composition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP50133768A JPS5855103B2 (en) | 1975-11-07 | 1975-11-07 | Manufacturing method of cement composition |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5257231A JPS5257231A (en) | 1977-05-11 |
| JPS5855103B2 true JPS5855103B2 (en) | 1983-12-08 |
Family
ID=15112500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP50133768A Expired JPS5855103B2 (en) | 1975-11-07 | 1975-11-07 | Manufacturing method of cement composition |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5855103B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0644811U (en) * | 1992-11-24 | 1994-06-14 | 信越ポリマー株式会社 | 2-layer structure gasket |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ZA782268B (en) * | 1977-04-27 | 1979-04-25 | Ici Ltd | Cementitious compositions |
-
1975
- 1975-11-07 JP JP50133768A patent/JPS5855103B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0644811U (en) * | 1992-11-24 | 1994-06-14 | 信越ポリマー株式会社 | 2-layer structure gasket |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5257231A (en) | 1977-05-11 |
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