JPH0475195B2 - - Google Patents

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Publication number
JPH0475195B2
JPH0475195B2 JP59078606A JP7860684A JPH0475195B2 JP H0475195 B2 JPH0475195 B2 JP H0475195B2 JP 59078606 A JP59078606 A JP 59078606A JP 7860684 A JP7860684 A JP 7860684A JP H0475195 B2 JPH0475195 B2 JP H0475195B2
Authority
JP
Japan
Prior art keywords
pearlite
mortar
volume
cement
elastic material
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 - Lifetime
Application number
JP59078606A
Other languages
Japanese (ja)
Other versions
JPS60226467A (en
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 filed Critical
Priority to JP7860684A priority Critical patent/JPS60226467A/en
Publication of JPS60226467A publication Critical patent/JPS60226467A/en
Publication of JPH0475195B2 publication Critical patent/JPH0475195B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】[Detailed description of the invention]

本発明はパーライトを含む左官用材料用の改良
に関する。 パーライトを含む左官用材料としてのパーライ
トモルタルは一般にセメントとパーライトまたは
セメントとパーライトおよびパーライトの一部を
川砂、軽量骨材等の骨材に置き換えたものに水を
加えて練り混ぜ、天井壁、床等に塗り材として使
用されている(湿式工法)。パーライトモルタル
は従来の川砂、砕砂モルタルに比較して軽量かつ
断熱性に優れているので、建造物重量の軽減、耐
火被覆、結露防止、冷暖房効率の改善等多目的に
使用されてきた。 このようにパーライトモルタルは多くの長所を
有する反面、施工するに当つてパーライトの特性
上からくる一つの大きな欠点を有することもよく
知られている。すなわちパーライトを骨材として
パンミキサーなどでモルタルを練ると、その粒子
が破損して容積が練り減りを生じることである。
それは単位容積重量の小さいパーライトほど練り
上り容積が少ない傾向にあり、その減量は大きい
時で約50%にも達する。例えば、川砂を用いたセ
メントモルタルの標準調合である1:3モルタル
と同容積の練り上り容積を得るためには、単位容
積重量0.05〜0.07程度のパーライトを用いた場
合、セメント:パーライトを容積比で1:6に、
同じく0.15〜0.20のものを用いたときには、1:
4にしなければならない。 しかもこの練り減り量は練り混ぜ順序や練り混
ぜ時間を決めて行つても、得られる練り上り容積
は一定せず、そのコントロールは難しい。この練
り上り容積は塗坪数に関係し、材料所要量の計算
基礎であるから、その練り減り量のコントロール
ができないことを見越して、練り混ぜ時に余分に
材料配合しなければならないし、経済的にも不利
であつた。 そこで本発明者はパーライトモルタルの軽量そ
の他の特性を保持しながら、前記した練り上り容
積を減らさない方法について種々検討した結果、
本発明に到達した。すなわち本発明の要旨は有機
又は無機発泡体やエラストマーである弾性的機能
を有する材料の細片を含むパーライトモルタルで
代表されるパーライト系左官用材料用である。 本発明に使用される弾性的機能を有する材料
(以下単に弾性的材料と略称することがある)に
は、発泡ポリスチレンや発泡ポリウレタンあるい
は炭酸カルシウム発泡体のほか、天然ゴム、スチ
レンブタジエンゴム(SBR)、クロロプレンゴム
(CR)などの合成ゴム等のエラストマーが例示さ
れる。この材料は常温で弾性を有しておればよ
く、材質的には有機質、無機質いずれでもあつて
も使用できる。なお上記材料を使用する際は5mm
程度に破砕された細片を用いるのが好ましい。 この弾性的材料をパーライトモルタル中のパー
ライトの一部と置き換えることによつて練り混ぜ
によるパーライトの破損が減る。すなわち第1図
に示すようにパーライトを弾性的材料に置き換え
たときの練り上り容積の変化は置き換え比率(以
下単に比率と称する)が増すにつれ、その量は増
加する。いわゆる練り減りが小さくなる(セメン
ト:骨材=1:2.5)。その理由は詳かではないが
恐らく前記各弾性的材料間には弾性作用に差は見
られるが、モルタルをミキサー等で練り混ぜると
き生じる剪断力に対して、自らは自在に伸縮して
クツシヨン作用をし、その周辺に介在するパーラ
イト粒子に対する剪断力の影響を弱める作用をす
るために該粒子の破損を少なくしているものと想
像される。 本発明において弾性的材料の骨材(パーライト
+弾性的材料)中の比率は3〜50容量%である。
3容量%未満の場合、置き換えの効果はなく、パ
ーライトの破損も多い。50容量%を超えれば練り
減りの効果は十分あるが、パーライト量が少なく
なつたため、それによつて生じる欠点特に保水性
ならびに耐火性の低下が著しくなる。なお5〜40
容量%がより好ましい。 セメントと骨材との配合割合は上塗り、中塗
り、下塗りなど、その用途に応じて決められる
が、およそ1:1〜1:5(容積比)の範囲で混
ぜられる。また上記セメントは通常左官用に用い
られるポルトランド系セメントである。パーライ
トは真珠岩、黒曜石等を加熱して膨張させた粒径
5mm程度以下の市販品が使用され、弾性的材料は
そのいずれに置き換えても効果を有する。特に真
珠岩を膨張させたパーライトを用いた場合、黒曜
石のそれと比較した際、練り減りに対する効果は
大きい。 次に本発明の材料構成による改良されたパーラ
イトモルタルの製造方法の一例について説明す
る。 まず左官工事用のパンミキサー、モルタル用ホ
バートミキサーあるいはコンクリート用の傾胴ミ
キサーに弾性的材料、パーライトを順次投入し、
次いでミキサー内にセメント全量をほぼ全面に加
えた後、練り混ぜ水をまんべんなく注加する。た
だちに撹拌を開始し、1〜5分間練り混ぜる。上
記の水の量は弾性的材料の比率が大きい程少な
い。なお練り混ぜ初期には急激に水が引き一見軟
度不足の現象を呈するが、時間の経過につれパー
ライトが吸収した水が漸次にじみ出て、軟度はあ
がり所要のコンシステンシーをもつたパーライト
モルタルが得られる。 以上パーライトモルタルの弾性的材料を含む場
合について説明したがセメントの一部をプラスタ
ー類(例えばドロマイトプラスター、石こうプラ
スター等)に置き換えた場合、またはセメント全
量をプラスターで置き換えたパーライトプラスタ
ーに弾性的材料を利用しても、パーライトモルタ
ルと同様、練り減りを小さくする効果がある。 本発明によればパーライトモルタルを練り混ぜ
る際、弾性的材料を一部置き換えることによつて
パーライトの破損は少なくなり、練り上り量が増
え、塗坪数を大幅に伸ばすことができる。その上
硬化したパーライトモルタルのかさ密度は減少し
て軽量となり、一段と断熱性を向上させることが
できる。 次に実施例による本発明を具体的に説明する。 実施例 1 パーライトを弾性的材料で置き換えた場合の練
り上り量への影響について下記の条件で実施し
た。 セメント:骨材 1:2.5(容積) 使用したパーライト真珠岩系パーライト粒径5
mm以下 単位容積重量(軽装)
0.06Kg/l 使用した弾性的材料発泡ポリスチレン 粒径5mm以下 単位容積重量 0.02Kg/l 炭酸カルシウム発泡体 粒径5mm以下 (日本セメント(株)販売品「ア
サノマイルドサンド()」
(商品名)) 単位容積重量 0.08Kg/l セメント 普通ポルトランドセメント 水セメント比 46.5% 練り混ぜ時間 3分 パンミキサーに弾性的材料、パーライトを順次
ミキサーに一様に投入し、次いでセメント全量を
投入した後、予めセメントに対し0.2%相当のメ
チルセルロースを溶解させた水を注入し、直ちに
撹拌を始めた。練り混ぜ後ミキサー内の生モルタ
ル全量を取り出しその容積を測定した。 上記手順に従い弾性的材料の置き換え比率を
種々変えて生モルタル量を測定し、その結果を第
1図に示した。なおプロツトは各比率とも3回測
定した平均値である。比率0%はパーライトのみ
を骨材として用いた場合で、比率100%は弾性的
材料のみを用いた場合である。得られた結果から
弾性的材料の置き換え比率3容量%以上で効果が
あることが確認された。 実施例 2 パーライト:弾性的材料の比率を70:30(容積)
に固定し、セメント、骨材の配合比率を変えた場
合について実験した。その他の諸条件および操作
手順は実施例1と同じである。なお、川砂を用い
た場合の練り上りモルタル量を100として、その
比較値を第1表に記載した。
The present invention relates to improvements for plastering materials containing perlite. Perlite mortar, which is used as a plastering material containing perlite, is generally made by mixing cement and perlite, or cement and perlite, and replacing some of the perlite with aggregate such as river sand or lightweight aggregate, by adding water and kneading it. It is used as a coating material (wet method). Perlite mortar is lighter and has superior insulation properties compared to conventional river sand and crushed sand mortar, so it has been used for a variety of purposes, including reducing the weight of buildings, providing fireproof coatings, preventing condensation, and improving heating and cooling efficiency. Although pearlite mortar has many advantages as described above, it is also well known that it has one major drawback due to the characteristics of pearlite in construction. That is, when mortar is kneaded using perlite as an aggregate in a pan mixer or the like, the particles are damaged and the volume is reduced.
Perlite with a smaller unit weight tends to have a smaller kneaded volume, and the weight loss reaches about 50% in large cases. For example, in order to obtain the same volume of kneaded volume as a 1:3 mortar, which is the standard composition of cement mortar using river sand, if perlite with a unit volume weight of approximately 0.05 to 0.07 is used, the cement:perlite volume ratio must be At 1:6,
Similarly, when using 0.15 to 0.20, 1:
It has to be 4. Moreover, even if the kneading order and kneading time are determined, the kneaded volume obtained is not constant and is difficult to control. This kneaded volume is related to the number of areas to be coated and is the basis for calculating the required amount of material, so in anticipation of the fact that the amount of kneading loss cannot be controlled, extra material must be added during kneading, which is economical. was also at a disadvantage. Therefore, the inventor of the present invention has conducted various studies on methods that do not reduce the above-mentioned kneading volume while maintaining the light weight and other characteristics of pearlite mortar.
We have arrived at the present invention. Thus, the gist of the invention is for perlitic plastering materials, typified by perlitic mortars, containing strips of materials with elastic functionality, such as organic or inorganic foams or elastomers. Materials with elastic functions (hereinafter sometimes simply referred to as elastic materials) used in the present invention include expanded polystyrene, expanded polyurethane, and calcium carbonate foam, as well as natural rubber and styrene-butadiene rubber (SBR). Examples include elastomers such as synthetic rubbers such as chloroprene rubber (CR). This material only needs to have elasticity at room temperature, and can be either organic or inorganic. In addition, when using the above materials, 5mm
It is preferable to use finely crushed pieces. By replacing a portion of the pearlite in the pearlite mortar with this elastic material, damage to the pearlite due to mixing is reduced. That is, as shown in FIG. 1, the change in kneaded volume when pearlite is replaced with an elastic material increases as the replacement ratio (hereinafter simply referred to as ratio) increases. The so-called kneading loss is reduced (cement: aggregate = 1:2.5). The reason for this is not clear, but there is probably a difference in the elastic action between the various elastic materials, but in response to the shearing force that occurs when mortar is mixed with a mixer, etc., they expand and contract freely and act as cushions. It is thought that this acts to weaken the influence of shearing force on the pearlite particles interposed around the pearlite particles, thereby reducing damage to the particles. In the present invention, the proportion of elastic material in the aggregate (perlite+elastic material) is 3 to 50% by volume.
If it is less than 3% by volume, there is no effect of replacement and pearlite is often damaged. If it exceeds 50% by volume, the effect of reducing kneading is sufficient, but since the amount of pearlite is reduced, the drawbacks caused by this, especially water retention and fire resistance, become significant. In addition, 5-40
Volume % is more preferred. The mixing ratio of cement and aggregate is determined depending on the application, such as top coating, intermediate coating, and undercoating, but it is generally mixed in a range of 1:1 to 1:5 (volume ratio). Further, the above cement is a Portland cement commonly used for plastering. As pearlite, commercially available pearlite, obsidian, etc., heated and expanded and having a particle size of about 5 mm or less are used, and any of these materials can be replaced as the elastic material and still have the effect. In particular, when pearlite, which is expanded pearlite, is used, it has a greater effect on reducing wear when compared to obsidian. Next, an example of a method for manufacturing improved pearlite mortar using the material structure of the present invention will be described. First, the elastic material and perlite are sequentially introduced into a pan mixer for plastering, a Hobart mixer for mortar, or a tilting mixer for concrete.
Next, after adding the entire amount of cement to almost the entire surface of the mixer, mixing water is evenly added. Begin stirring immediately and mix for 1 to 5 minutes. The amount of water mentioned above is smaller as the proportion of the elastic material increases. In addition, at the beginning of mixing, the water suddenly disappears and it appears that the mortar is not soft enough, but as time passes, the water absorbed by the pearlite gradually oozes out, and the softness increases and a pearlite mortar with the required consistency is obtained. It will be done. We have explained above the case where pearlite mortar contains elastic material, but when some of the cement is replaced with plaster (e.g. dolomite plaster, gypsum plaster, etc.), or when the elastic material is added to pearlite plaster where the entire amount of cement is replaced with plaster. Even when used, it has the effect of reducing kneading loss, similar to pearlite mortar. According to the present invention, when pearlite mortar is kneaded and mixed, by partially replacing the elastic material, damage to the pearlite is reduced, the amount of kneading is increased, and the area of coating can be significantly increased. Moreover, the bulk density of the hardened pearlite mortar is reduced, making it lightweight, and the heat insulating properties can be further improved. Next, the present invention will be specifically explained using examples. Example 1 The effect on the amount of kneading when pearlite was replaced with an elastic material was investigated under the following conditions. Cement: Aggregate 1:2.5 (volume) Perlite pearlite particle size used: 5
Unit volumetric weight below mm (light equipment)
0.06Kg/l Elastic material used: Expanded polystyrene Particle size: 5mm or less Unit weight: 0.02Kg/l Calcium carbonate foam: Particle size: 5mm or less (Asano Mild Sand () sold by Nippon Cement Co., Ltd.)
(Product name)) Unit volume weight 0.08Kg/l Cement Ordinary Portland cement Water-cement ratio 46.5% Mixing time 3 minutes The elastic material and perlite were uniformly poured into a pan mixer in order, and then the entire amount of cement was poured into the mixer. After that, water in which methylcellulose equivalent to 0.2% of the cement had been dissolved was poured into the mixture, and stirring was immediately started. After kneading and mixing, the entire amount of raw mortar in the mixer was taken out and its volume was measured. According to the above procedure, the amount of fresh mortar was measured by varying the replacement ratio of the elastic material, and the results are shown in FIG. Note that the plot is the average value of each ratio measured three times. A ratio of 0% is when only pearlite is used as the aggregate, and a ratio of 100% is when only elastic material is used. From the results obtained, it was confirmed that a replacement ratio of elastic material of 3% by volume or more is effective. Example 2 Pearlite:elastic material ratio 70:30 (volume)
An experiment was conducted in which the mixture ratio of cement and aggregate was varied. Other conditions and operating procedures are the same as in Example 1. In addition, the comparative values are listed in Table 1, assuming that the amount of kneaded mortar when river sand is used is 100.

【表】【table】

【表】 (1) 川砂を用いた場合 (2) パーライトのみを用いた場合 (3) 弾性的材料:発泡ポリスチレン (4) 弾性的材料:炭酸カルシウム発泡体 得られた結果から従来のパーライトモルタルに
比べ、本発明の生モルタル量は著しく多くなり、
それだけ塗坪数を増加させることが可能であるこ
とが判明した。
[Table] (1) When using river sand (2) When using only pearlite (3) Elastic material: Expanded polystyrene (4) Elastic material: Calcium carbonate foam Based on the results obtained, we decided to replace conventional pearlite mortar with Compared to this, the amount of raw mortar of the present invention is significantly larger,
It has been found that it is possible to increase the number of coating areas by that much.

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

第1図は弾性的材料の置き換え比率と練り上り
モルタル量との関係を示すグラフである。
FIG. 1 is a graph showing the relationship between the replacement ratio of the elastic material and the amount of kneaded mortar.

Claims (1)

【特許請求の範囲】[Claims] 1 有機又は無機発泡体やエラストマーである弾
性的機能を有する材料の細片を含むことを特徴と
するパーライト系左官用材料。
1. A pearlite-based plastering material characterized in that it contains strips of a material with an elastic function, such as an organic or inorganic foam or an elastomer.
JP7860684A 1984-04-20 1984-04-20 Pearlite plaster material Granted JPS60226467A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7860684A JPS60226467A (en) 1984-04-20 1984-04-20 Pearlite plaster material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7860684A JPS60226467A (en) 1984-04-20 1984-04-20 Pearlite plaster material

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP7077340A Division JP2644698B2 (en) 1995-03-08 1995-03-08 Perlite mortar composition for plasterers

Publications (2)

Publication Number Publication Date
JPS60226467A JPS60226467A (en) 1985-11-11
JPH0475195B2 true JPH0475195B2 (en) 1992-11-30

Family

ID=13666542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7860684A Granted JPS60226467A (en) 1984-04-20 1984-04-20 Pearlite plaster material

Country Status (1)

Country Link
JP (1) JPS60226467A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2562313B2 (en) * 1986-12-09 1996-12-11 有限会社 林セメント工業 Admixture for plasterers
JP2529558B2 (en) * 1986-12-09 1996-08-28 有限会社 林セメント工業 Admixture for plasterers
JPS63218590A (en) * 1987-03-06 1988-09-12 金井 正巳 Wall outer dressing material composition

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4934575A (en) * 1972-07-31 1974-03-30
JPS4945979A (en) * 1972-09-09 1974-05-02
JPS4970416A (en) * 1972-11-10 1974-07-08
JPS50155056A (en) * 1974-06-03 1975-12-13
JPS52152924A (en) * 1976-06-16 1977-12-19 Tokuhito Shibata Production of lightteight concrete
JPS54133157A (en) * 1978-04-06 1979-10-16 Ishikawajima Harima Heavy Ind Detector of shape of pipe
JPS54149729A (en) * 1978-05-17 1979-11-24 Toho Perlite Pearlite mortar composition* production therof* and underroof cement mortar working by using same
JPS5520283A (en) * 1978-08-01 1980-02-13 Terada Kenzai Kk Scrapeddtype wallluse mottar mixing material and top blowing coating method
JPS5526283A (en) * 1978-06-06 1980-02-25 Ahlstroem Oy Apparatus and method for treating fiber suspension
JPS5542967A (en) * 1978-09-21 1980-03-26 Kouichi Morimoto Building substrate for floor
JPS5542832A (en) * 1978-09-21 1980-03-26 Koichi Morimoto House construction material for flooring and the like
JPS5617965A (en) * 1979-07-24 1981-02-20 Asahi Chemical Ind Lightweight cement composition for extrusion forming
JPS56155056A (en) * 1980-05-01 1981-12-01 Yamaso Kk Low shrinkage mortar and its constructing method
JPS57140360A (en) * 1981-02-17 1982-08-30 Hattori Seiichi Construction mortar admixing material

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4934575A (en) * 1972-07-31 1974-03-30
JPS4945979A (en) * 1972-09-09 1974-05-02
JPS4970416A (en) * 1972-11-10 1974-07-08
JPS50155056A (en) * 1974-06-03 1975-12-13
JPS52152924A (en) * 1976-06-16 1977-12-19 Tokuhito Shibata Production of lightteight concrete
JPS54133157A (en) * 1978-04-06 1979-10-16 Ishikawajima Harima Heavy Ind Detector of shape of pipe
JPS54149729A (en) * 1978-05-17 1979-11-24 Toho Perlite Pearlite mortar composition* production therof* and underroof cement mortar working by using same
JPS5526283A (en) * 1978-06-06 1980-02-25 Ahlstroem Oy Apparatus and method for treating fiber suspension
JPS5520283A (en) * 1978-08-01 1980-02-13 Terada Kenzai Kk Scrapeddtype wallluse mottar mixing material and top blowing coating method
JPS5542967A (en) * 1978-09-21 1980-03-26 Kouichi Morimoto Building substrate for floor
JPS5542832A (en) * 1978-09-21 1980-03-26 Koichi Morimoto House construction material for flooring and the like
JPS5617965A (en) * 1979-07-24 1981-02-20 Asahi Chemical Ind Lightweight cement composition for extrusion forming
JPS56155056A (en) * 1980-05-01 1981-12-01 Yamaso Kk Low shrinkage mortar and its constructing method
JPS57140360A (en) * 1981-02-17 1982-08-30 Hattori Seiichi Construction mortar admixing material

Also Published As

Publication number Publication date
JPS60226467A (en) 1985-11-11

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