JPH0313183B2 - - Google Patents

Info

Publication number
JPH0313183B2
JPH0313183B2 JP58124164A JP12416483A JPH0313183B2 JP H0313183 B2 JPH0313183 B2 JP H0313183B2 JP 58124164 A JP58124164 A JP 58124164A JP 12416483 A JP12416483 A JP 12416483A JP H0313183 B2 JPH0313183 B2 JP H0313183B2
Authority
JP
Japan
Prior art keywords
cement
weight
parts
water
amount
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
JP58124164A
Other languages
Japanese (ja)
Other versions
JPS6016849A (en
Inventor
Kazuyoshi Hayakawa
Kazuo Kubota
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.)
Shin Etsu Chemical Co Ltd
Original Assignee
Shin Etsu Chemical Co 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 Shin Etsu Chemical Co Ltd filed Critical Shin Etsu Chemical Co Ltd
Priority to JP58124164A priority Critical patent/JPS6016849A/en
Publication of JPS6016849A publication Critical patent/JPS6016849A/en
Publication of JPH0313183B2 publication Critical patent/JPH0313183B2/ja
Granted legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

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

本発明はだれ抵抗性セメントモルタル組成物に
関するものである。 近年、工期短縮の要求、断熱、補修工事の増加
にともない、モルタルの厚塗りの必要性が増して
いる。またタイルの大型化、重量化、直張り工法
の増加によりタイルのズリ落ちの防止も望まれて
いる。 従来だれ抵抗剤としては、石綿、パルプ繊維、
有機合成繊維等の繊維物質、Al(OH)3等のゼラ
チン性水酸化物、Al2(SO43等の金属塩、ケイ酸
マグネシウム系鉱物等が知られている。しかし石
綿は発がん作用があるため使用が制限されつつあ
り、繊維物質は少量添加ではなく、多量に添加す
ると繊維の分散がうまくゆかなかつたり、仕上感
が悪くなり好ましくない。また、ゼラチン性水酸
化物も多量添加でないと効果が少なく、逆に強度
低下、白華の原因となるので好ましくない。 Al2(SO43等の金属塩は、セメントの硬化を促
進する働きがあり、ワーカビリテイの経時変化が
大きくなつたり、クラツクの原因となる。また、
ケイ酸マグネシウム系鉱物はチキソトロピー性を
示し大きな降伏値をもつが、だれ抵抗性を示すま
で添加すると水量が多くなり、クラツク、強度低
下をきたすので好ましくない。 本発明者らはかかる従来の不利欠点を解決すべ
く鋭意研究を重ねた結果本発明に到達したもの
で、これはセメント100重量部に対して、水溶性
非イオンセルロースエーテルを0.02〜3重量部、
および一部アニオン化したポリアクリルアミドを
0.001〜0.2重量部添加してなるだれ抵抗性セメン
トモルタル組成物に関するものである。 この本発明によれば上記それぞれの添加剤を併
用することにより、従来のような不利をともなう
ことなく、少量添加で下記(1)〜(5)のようなすぐれ
た効果を得ることができる。 (1) 一回の施工で厚塗りができ、だれ、ボタ落ち
が少ない、 (2) コテ切れもよく仕上りが良好となる、 (3) タイル張付け時のタイルのズリ落ちが少な
く、作業性、仕上りが良好である、 (4) モルタル表面の皮張りが少なく、タイルとの
接着がよい、 (5) 水/セメント比が多くならず、保水性にすぐ
れ、強度低下、クラツクが少ない。 前記した添加剤の少量添加でこのような効果を
発現せしめ得る原因は、一部アニオン化したポリ
アクリルアミドが、セメントの粒子を弱く凝集さ
せ、セメントペースト全体の流動性を降伏値の大
きい、チキソトロピツクなものに変えてしまうた
めである。水溶性非イオンセルロースエーテル
は、だれ抵抗性を示すものではないが、保水剤と
して一般に用いられているもので、可塑性を与
え、適当な空気をまき込み作業性も改良する。ま
た、タイルとの密着性、下地との接着力も向上さ
せるもので、上記ポリアクリルアミドと併用する
ことにより始めて上記のようなすぐれた特長を発
揮する。 本発明に用いられるセメントモルタルのセメン
トは、普通ポルトランドセメント以外に早強セメ
ント、フライアツシユセメント、アルミナセメン
ト等の水硬性セメントや半水石こう、消石灰、炭
酸カルシウム、ドロマイトプラスター、粘土等を
併用してもよい。 さらに骨材として、川砂、山砂、けい砂、寒水
砂、軽量骨材などが用いられる。そのほかエマル
ジヨン、繊維物質等を配合することは差支えな
い。 水溶性非イオンセルロースエーテルとしては、
メチルセルロース、ヒドロキシプロピルメチルセ
ルロース、ヒドロキシエチルエチルセルロース、
ヒドロキシエチルセルロース、ヒドロキシプロピ
ルセルロース等が用いられる。 上記ポリアクリルアミドとしては、分子量が数
万〜数百万程度のものが好適に使用される。これ
はポリアクリルアミドを水酸化ナトリウムなどの
ケン化剤により一部アニオン化したもので、凝集
能力が大きく、だれ抵抗性に優れている。しか
し、アニオン化度が大き過ぎるとセメント中の
Caイオンとの作用が強くなり不溶化するために、
だれ抵抗性が失なわれるだけでなく、セメントの
凝結を著しく遅らせるので、このアニオン化度は
−COO-基で30モル%以下であることが望まし
い。特に顕著なだれ抵抗性が期待されるのはアニ
オン化度10〜30モル%のものである。 水溶性非イオンセルロースエーテルの添加量
は、下地、気象条件、用途等によつて異なるが、
保水性を要求する場合はセメント100重量部あた
り0.3〜3重量部、保水性をあまり要求されない
場合は0.02〜0.3重量部の範囲で使用される。 一部アニオン化したポリアクリルアミドの添加
量は、要求するだれ抵抗性によつて加減される
が、あまり多く添加するとセメントの凝集が大き
くなり、流動性が失なわれ、添加水量が多くな
り、クラツク、接着強度低下等の不都合が生じ
る。したがつて、だれ抵抗性の度合にもよるが、
セメント100重量部あたり0.001〜0.2重量部には
0.01〜0.05重量部とすることが望ましい。 つぎに具体的実施例をあげる。 実施例 1 第1表に示す配合のタイル張付けモルタルを、
垂直に立てたモルタル下地に5mm厚に塗布した直
後2丁掛タイルを張り、タイルのだれ落ちた距離
を測定した。さらにタイルの接着強度(28日材
令)も測定し、結果を第1表に示した。なお、添
加水量は塗り易い軟らかさなるようにしたもので
ある。 第1表中セルロースエーテル、一部アニオン化
ポリアクリルアミドとしては下記のものを使用し
た。 セルロースエーテル:ヒドロキシプロピルメチ
ルセルロース90SH4000(信越化学工業
(株)製商品名) 一部アニオン化ポリアクリルアミド:アニオン
化度25モル%のポリアクリルアミド 表中、実験No.1〜4および6は比較例、実験No.
5は本発明である。
The present invention relates to sag-resistant cement mortar compositions. In recent years, with the demand for shorter construction times, insulation, and an increase in repair work, the need for thick mortar coating has increased. Furthermore, as tiles become larger and heavier, and the direct laying method increases, it is desired to prevent tiles from slipping. Conventional sag resistance agents include asbestos, pulp fiber,
Known examples include fibrous substances such as organic synthetic fibers, gelatinous hydroxides such as Al(OH) 3 , metal salts such as Al 2 (SO 4 ) 3 , and magnesium silicate minerals. However, the use of asbestos is being restricted due to its carcinogenic effect, and adding a large amount of fiber material, rather than a small amount, is not desirable because the fibers may not be dispersed well or the finish may be poor. Furthermore, unless a large amount of gelatinous hydroxide is added, the effect will be low, and on the contrary, it will cause a decrease in strength and cause efflorescence, which is not preferable. Metal salts such as Al 2 (SO 4 ) 3 have the function of accelerating the hardening of cement, leading to significant changes in workability over time and causing cracks. Also,
Magnesium silicate minerals exhibit thixotropy and have a large yield value, but if they are added until they exhibit sag resistance, the amount of water increases, causing cracks and a decrease in strength, which is not preferred. The present inventors have conducted intensive research to solve the disadvantages of the conventional technology, and have arrived at the present invention.This invention involves adding 0.02 to 3 parts by weight of water-soluble nonionic cellulose ether to 100 parts by weight of cement. ,
and partially anionized polyacrylamide.
This invention relates to a sagging-resistant cement mortar composition containing 0.001 to 0.2 parts by weight. According to the present invention, by using the above-mentioned respective additives in combination, excellent effects such as the following (1) to (5) can be obtained by adding a small amount without the disadvantages of the conventional ones. (1) A thick coat can be applied in one application, with less sagging and dripping. (2) The trowel cuts easily and gives a good finish. (3) There is less tile shedding during tile installation, making work easier. (4) There is little skinning on the mortar surface and it adheres well to tiles. (5) The water/cement ratio is not high, so it has excellent water retention, and there is little strength loss or cracking. The reason why such an effect can be produced by adding a small amount of the additives mentioned above is that the partially anionized polyacrylamide weakly aggregates the cement particles and reduces the fluidity of the entire cement paste by a thixotropic agent with a large yield value. This is to turn it into something. Water-soluble nonionic cellulose ether does not exhibit sag resistance, but is commonly used as a water retention agent, imparts plasticity, and improves workability by incorporating appropriate air. It also improves the adhesion to the tiles and the adhesion to the base, and only when used in combination with the polyacrylamide does it exhibit the above-mentioned excellent features. The cement used in the cement mortar used in the present invention is a combination of ordinary Portland cement, early strength cement, fly ash cement, hydraulic cement such as alumina cement, hemihydrate gypsum, slaked lime, calcium carbonate, dolomite plaster, clay, etc. Good too. Further, as the aggregate, river sand, mountain sand, silica sand, cold water sand, lightweight aggregate, etc. are used. There is no problem in adding other emulsions, fiber substances, etc. As a water-soluble nonionic cellulose ether,
Methyl cellulose, hydroxypropyl methyl cellulose, hydroxyethylethyl cellulose,
Hydroxyethylcellulose, hydroxypropylcellulose, etc. are used. As the above-mentioned polyacrylamide, those having a molecular weight of approximately tens of thousands to several millions are preferably used. This is made by partially anionizing polyacrylamide with a saponifying agent such as sodium hydroxide, and it has a large flocculating ability and excellent sag resistance. However, if the degree of anionization is too large, the
Because the interaction with Ca ions becomes stronger and becomes insolubilized,
This degree of anionization is desirably less than 30 mol % of -COO- groups, since not only the sag resistance is lost but also the setting of the cement is significantly delayed. Particularly remarkable sag resistance is expected from those having an anionization degree of 10 to 30 mol%. The amount of water-soluble nonionic cellulose ether added varies depending on the substrate, weather conditions, use, etc.
When water retention is required, it is used in an amount of 0.3 to 3 parts by weight per 100 parts by weight of cement, and when water retention is not required, it is used in a range of 0.02 to 0.3 parts by weight. The amount of partially anionized polyacrylamide added is adjusted depending on the required sag resistance, but if too much is added, the cement will aggregate, lose fluidity, and increase the amount of water added, resulting in cracks. , problems such as a decrease in adhesive strength occur. Therefore, depending on the degree of resistance,
0.001 to 0.2 parts by weight per 100 parts by weight of cement
The amount is preferably 0.01 to 0.05 parts by weight. Next, a specific example will be given. Example 1 Tiling mortar with the composition shown in Table 1 was
Immediately after applying the solution to a thickness of 5 mm on a vertically erected mortar base, two tiles were placed and the distance that the tiles dripped was measured. Furthermore, the adhesive strength of the tiles (28 days old) was also measured, and the results are shown in Table 1. The amount of water added was determined to make it soft enough to be easily applied. In Table 1, the cellulose ether and partially anionized polyacrylamide used were as follows. Cellulose ether: Hydroxypropyl methyl cellulose 90SH4000 (Shin-Etsu Chemical
(Product name manufactured by Co., Ltd.) Partially anionized polyacrylamide: Polyacrylamide with an anionization degree of 25 mol% In the table, Experiment Nos. 1 to 4 and 6 are comparative examples, and Experiment No.
5 is the present invention.

【表】 実施例 2 第2表に示すとおりの配合からなるモルタルを
垂直に立てたコンクリート平板に塗布し、だれが
生じるまで厚塗りし、その厚みを測定した。 添加水量は塗り易い軟らかさにした。また、30
℃、60%RHで養生しクラツクの発生を調べた
た。 粉末エマルジヨン:エチレン−酢酸ビニル共重合
体の粉末エマルジヨンを使用 セルロースエーテル:ヒドロキシエチルメチルセ
ルロース、2%水溶液粘度2000センチ
ポイズ(20℃)のもの使用 一部アニオン化ポリアクリルアミド:アニオン化
度15モル%のポリアクリルアミド使用 表中、実験No.7〜9および12は比較例、実験No.10
および11は本発明である。
[Table] Example 2 Mortar having the composition shown in Table 2 was applied to a vertically erected concrete slab, thickly applied until sagging occurred, and the thickness was measured. The amount of water added was adjusted to a softness that made it easy to apply. Also, 30
The samples were cured at 60% RH and examined for the occurrence of cracks. Powder emulsion: Powder emulsion of ethylene-vinyl acetate copolymer is used Cellulose ether: Hydroxyethyl methyl cellulose, 2% aqueous solution with viscosity of 2000 centipoise (20°C) Partially anionized polyacrylamide: Polymer with an anionization degree of 15 mol% In the acrylamide usage table, Experiment Nos. 7 to 9 and 12 are comparative examples, Experiment No. 10
and 11 are the present invention.

【表】【table】

Claims (1)

【特許請求の範囲】[Claims] 1 セメント100重量部に対して、水溶性非イオ
ンセルロースエーテルを0.02〜3重量部および一
部アニオン化したポリアクリルアミドを0.001〜
0.2重量部添加してなるだれ抵抗性セメントモル
タル組成物。
1 For 100 parts by weight of cement, add 0.02 to 3 parts by weight of water-soluble nonionic cellulose ether and 0.001 to 3 parts by weight of partially anionized polyacrylamide.
A sagging-resistant cement mortar composition with the addition of 0.2 parts by weight.
JP58124164A 1983-07-08 1983-07-08 Drip-resistant cement mortar composition Granted JPS6016849A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58124164A JPS6016849A (en) 1983-07-08 1983-07-08 Drip-resistant cement mortar composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58124164A JPS6016849A (en) 1983-07-08 1983-07-08 Drip-resistant cement mortar composition

Publications (2)

Publication Number Publication Date
JPS6016849A JPS6016849A (en) 1985-01-28
JPH0313183B2 true JPH0313183B2 (en) 1991-02-21

Family

ID=14878526

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58124164A Granted JPS6016849A (en) 1983-07-08 1983-07-08 Drip-resistant cement mortar composition

Country Status (1)

Country Link
JP (1) JPS6016849A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3476813A1 (en) 2017-10-31 2019-05-01 Shin-Etsu Chemical Co., Ltd. Thickeners and hydraulic compositions

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4577521B2 (en) * 2006-08-01 2010-11-10 信越化学工業株式会社 Hydraulic composition
JP5465982B2 (en) * 2009-11-05 2014-04-09 松本油脂製薬株式会社 Admixture for hydraulic composition and its application
KR101674535B1 (en) * 2010-01-12 2016-11-09 롯데정밀화학 주식회사 Admixture composition for tile cement mortar and tile cement mortar composition having the admixture composition
JP6580441B2 (en) * 2015-09-30 2019-09-25 宇部興産建材株式会社 High flow mortar composition
EP3752568A4 (en) * 2018-02-13 2021-09-15 Wacker Chemie AG WATER BASED POLYMER DISPERSIONS AND THEIR USES
JP7845237B2 (en) * 2023-03-15 2026-04-14 信越化学工業株式会社 Hydraulic composition for 3D printing and method for manufacturing three-dimensional objects

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5611661A (en) * 1979-07-09 1981-02-05 Sankyo Seiki Mfg Co Ltd Magnetic card reader of normal card containing type
DE2929716A1 (en) * 1979-07-21 1981-02-12 Philips Patentverwaltung PACKAGING TO RECEIVE A VARIETY OF PLAIN-SHAPED PARTS

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3476813A1 (en) 2017-10-31 2019-05-01 Shin-Etsu Chemical Co., Ltd. Thickeners and hydraulic compositions
US10858287B2 (en) 2017-10-31 2020-12-08 Shin-Etsu Chemical Co., Ltd. Thickeners and hydraulic compositions

Also Published As

Publication number Publication date
JPS6016849A (en) 1985-01-28

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