JPS60195046A - Cementitious self leveling material composition - Google Patents
Cementitious self leveling material compositionInfo
- Publication number
- JPS60195046A JPS60195046A JP4921284A JP4921284A JPS60195046A JP S60195046 A JPS60195046 A JP S60195046A JP 4921284 A JP4921284 A JP 4921284A JP 4921284 A JP4921284 A JP 4921284A JP S60195046 A JPS60195046 A JP S60195046A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- leveling material
- composition
- based self
- material composition
- 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.)
- Granted
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Floor Finish (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明はセメント系セルフレベリング材組成物に関し、
水と混練して優れた流動性を示し、特に流し延べ床用材
料として均一な平滑面を形成し且つ短時間に硬化して所
望の初期強度を発現し得るセメント系セルフレベリング
材を提供するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cementitious self-leveling material composition,
To provide a cement-based self-leveling material that exhibits excellent fluidity when kneaded with water, forms a uniform smooth surface especially as a material for cast flooring, and can harden in a short time to develop desired initial strength. It is.
従来、コンクリートを打設して硬化後、その表面をセメ
ントモルタルで水平(平滑)に金ゴテ仕上げを行ってい
るため、仕上げに熟練左官工の手間および時間を要して
いた。これに対して近年、コンクリートの面に流動性の
よい混線材を流し込むたけで、該混線物の自然流動によ
り良好な平滑面を形成するセメント系セルフレベリング
材が開発されている。Conventionally, after concrete is poured and hardened, its surface is leveled (smoothed) with a trowel using cement mortar, which requires the labor and time of skilled plasterers to finish. On the other hand, in recent years, a cement-based self-leveling material has been developed that forms a smooth surface by the natural flow of the mixed material by simply pouring the mixed material with good fluidity onto the concrete surface.
即ち、かかるセメント系セルフレベリング材は流し込み
に必要な流動性に優れ、自然流動による均一な平滑面を
形成すると共に、適当な時間内に硬化して速かに強度を
発現することが要求される。一般にセメント系セルフレ
ヘリング材は混練水足を多くすると軟かくなり、流動性
(フロー値)が増大する。しかしながら、混練水量が多
くなるとセメント系セルフレベリング拐の初期強度(材
分1〜2日)の低下が避けられず、且つブリージング量
が増大して作業性および施工性を損う結果を招く。した
がって、セメント系セルフレベリング材は所定以上の流
動性()0−値を発揮すると同時に、それに応じて初期
強度が出来るだけ低下しないことが望まれる。In other words, such cement-based self-leveling materials are required to have excellent fluidity necessary for pouring, to form a uniform smooth surface through natural flow, and to harden within an appropriate amount of time to quickly develop strength. . Generally, when a cement-based self-healing material is kneaded with more water, it becomes softer and its fluidity (flow value) increases. However, when the amount of kneading water increases, the initial strength (1 to 2 days) of the cement-based self-leveling compound inevitably decreases, and the amount of breathing increases, resulting in a loss of workability and workability. Therefore, it is desired that the cement-based self-leveling material exhibits a fluidity ()0-value of a predetermined value or higher, and at the same time, the initial strength is not reduced as much as possible.
本発明者らは上記に鑑み鋭意研究の結果、従来のセメン
ト系モルタル組成物にクロルゾーン(chlordan
e )を配合することにより、フロー値の増大にかかわ
らず初期強度の低下が小さい所望のセメント系セルフレ
ベリング材が得られることを見出して本発明を提供する
に至ったものである。即ち、本発明はセメント系モルタ
ル組成物にインデン化合物を配合してなるセメント系セ
ルフレベリング材組成物であり、水と混練して優れた流
動性を示し、特に19crrL以上のフロー値で所望の
初期強度を発揮することが出来る。In view of the above, the present inventors conducted intensive research and found that chlorzone (chlordan) was added to the conventional cement mortar composition.
The inventors have found that by blending e), a desired cementitious self-leveling material with a small decrease in initial strength despite an increase in flow value can be obtained, and the present invention has been provided. That is, the present invention is a cement-based self-leveling material composition made by blending an indene compound into a cement-based mortar composition, which exhibits excellent fluidity when kneaded with water, and particularly has a flow value of 19 crrL or higher to achieve a desired initial stage. It can demonstrate strength.
本発明のセメント系モルタル組成物としては従来公知の
ものが特に制限なく用いられ、例えばポルトランドセメ
ント、フライアッシュなど粉状の非晶質シリカおよび(
工水)石膏を主成分とする亀裂を生じない左官用セメン
ト組成物が好ましい。一般にポルトランドセメント10
01i量部、フライアッシュ5〜45重量部および工水
石膏1〜44重量部よりなるセメント組成物が用いられ
る。As the cement mortar composition of the present invention, conventionally known ones can be used without particular limitation, such as powdered amorphous silica such as Portland cement, fly ash, etc.
Industrial water) A cement composition for plastering that does not cause cracks and has gypsum as its main component is preferred. Generally portland cement 10
A cement composition is used comprising 01 parts by weight, 5 to 45 parts by weight of fly ash, and 1 to 44 parts by weight of water gypsum.
上記の如きセメント系モルタル組成物には、その他の成
分として骨材1分散剤、保水剤など一般添加剤がそれぞ
れ1種または2種以上を必髪に応じて配合される。In the cement-based mortar composition as described above, one or more general additives such as an aggregate dispersant and a water retention agent may be added as other components depending on the needs.
骨材としては海砂、川砂、砕石など普通細骨材のほか、
好ましくはスラグ、シラス、コーサルサンド、パーライ
トなど吸水率2〜20%2粒度5翳以下である大部分が
非晶質物質からなるシリカおよびアルミナを含む微細多
孔性の特殊細骨材を用いることにより、長期間にわたり
亀裂の生じないセメント系セルフレベリング材を得るこ
とが出来る。In addition to ordinary fine aggregates such as sea sand, river sand, and crushed stone,
By using a special microporous fine aggregate containing silica and alumina, which are mostly amorphous substances, preferably having a water absorption rate of 2 to 20%, a grain size of 5 mm or less, such as slag, whitebait, causal sand, or pearlite, It is possible to obtain a cement-based self-leveling material that does not cause cracks for a long period of time.
また分散剤としては公知の減水剤または/およびA′H
剤が用いられ、例えばアリールスルホン酸塩、アルキル
ナフタリンスルホン酸塩、リグニンスルホン酸塩、リン
酸エステル系界面活性剤、メラミンスルホン酸塩系複合
物(縮合物)、ナフタリンスルホン酸塩縮合物、ポリア
ルキルアリルスルホン酸塩、高縮合トリアジン系化合物
など1種または2種以上を組み合せて用いられる。特に
本発明のセメント系セルフレベリング材組成物としては
、後記するインデン化合物と共に特に少なくとも高縮合
トリアジン系化合物またはメラミンスルホン酸塩複合物
の分散剤を組み合せて配合することm<極めて有効であ
る。かかる分散剤の配合割合は、上記したセメント系モ
ルタル組成物の主成分に対して一般に0.1〜05重量
%であればよい。In addition, as a dispersant, a known water reducing agent or/and A'H
For example, aryl sulfonates, alkylnaphthalene sulfonates, lignin sulfonates, phosphoric acid ester surfactants, melamine sulfonate complexes (condensates), naphthalene sulfonate condensates, polyesters, etc. Alkylaryl sulfonates, highly condensed triazine compounds, etc. may be used alone or in combination of two or more. Particularly, in the cementitious self-leveling material composition of the present invention, it is extremely effective to combine the indene compound described below with a dispersant such as at least a highly condensed triazine compound or a melamine sulfonate composite. The blending ratio of such a dispersant may generally be 0.1 to 0.5% by weight based on the main components of the cement mortar composition described above.
さらにまた、保水剤としては一般にセルロース系、ビニ
ール系、アクリル系の化合物が用いられるが、好ましく
はメチルセルロース。Furthermore, cellulose-based, vinyl-based, and acrylic-based compounds are generally used as water-retaining agents, with methylcellulose being preferred.
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、メチルヒドロキシエチルセルロース、ヒドロキ
シプロピルメチルセルロースなどセルレース類が、セメ
ント系モルタル組成物の主成分に対して一般に0.1〜
5重量%の範囲で用いられる。Cellulase such as hydroxyethylcellulose, hydroxypropylcellulose, methylhydroxyethylcellulose, and hydroxypropylmethylcellulose is generally contained in a proportion of 0.1 to 0.1 to the main component of the cement mortar composition.
It is used in a range of 5% by weight.
そのほかセメント系モルタル組成物とじて一般に配合さ
れる分散助剤、消泡剤、硬化調整剤、粘度Ii1.+J
整剤、凍結防止剤など公知の添加剤を必要に応じて適宜
配合することも出来る。In addition, dispersion aids, antifoaming agents, hardening modifiers, viscosity Ii1. +J
Known additives such as conditioners and antifreeze agents can also be appropriately blended as needed.
上記した如きセメント系モルタル組成物においても分散
剤など配合する各種添加剤を選択して調桜された相応の
セメント系セルフレベリング材が既に提案されている。Corresponding cement-based self-leveling materials have already been proposed in which the above-mentioned cement-based mortar compositions are adjusted by selecting various additives such as dispersants.
しかして、本発明においては、かかるセメント系モルタ
ル組成物に°特に制限なく、インデン化合物を配合する
ことが、所望の流動性および初期強度を発揮させるため
に極めて重要である。本発明に用いられるインデン化合
物は実施例に示したクロルデン(ahlordane
) に限らずchlorane (Hexachlor
) 、 Heptachlor 。Therefore, in the present invention, it is extremely important to blend an indene compound into the cement-based mortar composition without any particular restriction in order to exhibit desired fluidity and initial strength. The indene compound used in the present invention is chlordane (ahlordane) shown in Examples.
) as well as chlorane (Hexachlor
), Heptachlor.
Nonachlor など各種の塩素誘導体はか、イン
ダンまたはインデン化合物と同一構造の無塩素化合物、
それら誘導体を用いることも出来る。かかるインデン化
合物はモルタル組成物に対して多量に配合するほど、得
られるセルフレベリン材流動性および初期強度の効果を
向上できるが、経済性を考慮して該モルタル組成物の主
成分に対して一般に0.005〜4重量%、好ましくは
0.01〜2重量%で十分である。Various chlorine derivatives such as nonachlor, chlorine-free compounds with the same structure as indane or indene compounds,
Derivatives thereof can also be used. The larger the indene compound is added to the mortar composition, the more effective the fluidity and initial strength of the resulting self-leveling material will be. 0.005 to 4% by weight, preferably 0.01 to 2% by weight are sufficient.
本発明のセメント系モルタル組成物にインデン化合物を
配合する順序は特に限定されない。例えば、セメント系
セル7レベリンク材としての使用に際しては予め調整さ
れたセメント系モルタル組成物に所定割合のインデン化
合物を配合する方法が簡便である。また、液状の分散剤
などを用いる場合には、予め該分散剤とインデン化合物
を調整して上記と同様にセメント系モルタル組成物に配
合する方法も好ましく採用される。勿論、セメント系モ
ルタル組成物とインデン化合物を同時に配合して、セメ
ント系セルフレベリング組成物を調整してもよい。The order in which the indene compounds are added to the cement mortar composition of the present invention is not particularly limited. For example, when used as a cement-based cell 7 level link material, it is convenient to mix a predetermined proportion of an indene compound into a cement-based mortar composition prepared in advance. Furthermore, when a liquid dispersant or the like is used, it is also preferable to prepare the dispersant and the indene compound in advance and mix them into the cement mortar composition in the same manner as above. Of course, the cementitious self-leveling composition may be prepared by simultaneously blending the cementitious mortar composition and the indene compound.
以下に実施例を示すが、本発明はこれら実施例によって
何ら限定されるものではない。Examples are shown below, but the present invention is not limited to these Examples in any way.
実施例1
ポルトランドセメント(徳山曹達社製)を用いて、下記
の第1表に示す割合にセメント系モルタル組成物を調整
した。Example 1 Using Portland cement (manufactured by Tokuyama Soda Co., Ltd.), a cement mortar composition was prepared in the proportions shown in Table 1 below.
第1表
上記のモルタル組成物に分散剤として(N高縮合トリア
ジン系化合物(ML−4000,Ellママスタービル
ダー社製) + (B)メラミン斧ルホン酸塩系複合物
(IP−201ホゾリス物産社製)をそれぞれ0.4重
量%、またはクロルデン(エバーウッド乳剤0−200
.神東塗料社製)0.01重量%との組合せて、第2表
に示す各セメント系セルフレベリング材を調整した。Table 1 The above mortar composition was added as a dispersant (N-high condensed triazine compound (ML-4000, manufactured by Ell Master Builders) + (B) Melamine ax sulfonate composite (IP-201, Hozolis Bussan Co., Ltd.) (manufactured by Everwood Emulsion 0-200) or chlordane (Everwood Emulsion 0-200
.. Each cement-based self-leveling material shown in Table 2 was prepared in combination with 0.01% by weight (manufactured by Shinto Paint Co., Ltd.).
次いで、第2表の各セメント系セルフレベリング材を所
装置の水を混練して30重量%スラリーの流動性(フロ
ー値)と初期強度(材令1〜2日)を測定した。なお、
フロー値の試験方法は、みがき硝子(厚さ5in)上に
塩化ビニル製パイプ(50A、内径50mm+高さ54
m1)をおき、混練スラリーを充填し、同パイプを引き
あげ、混練スラリーの広がりが静止した後、直角2方向
の直径(關)を測定し、その平均値をめた。また、初期
強度はJ工5R5201−9の強さ試験に準じた試験体
によって、24時間(1日)および48時間(2日)経
過後の圧縮強度で示す。Next, each of the cement-based self-leveling materials shown in Table 2 was kneaded with water in a given device, and the fluidity (flow value) and initial strength (material age 1 to 2 days) of a 30% slurry were measured. In addition,
The flow value test method is to place a PVC pipe (50A, inner diameter 50mm + height 54mm) on polished glass (5 inch thick).
m1), filled with the kneaded slurry, pulled up the pipe, and after the spread of the kneaded slurry had stopped, the diameters in two perpendicular directions were measured and the average value was calculated. In addition, the initial strength is shown as the compressive strength after 24 hours (1 day) and 48 hours (2 days) using a test specimen according to the strength test of J-K5R5201-9.
Claims (1)
してなるセメント系セルフレベリング材組成物 2)セメント系モルタル組成物がセメント、フライアッ
シュおよび石膏を特徴とする特許請求の範囲第1項に記
載のセメント系セルフレベリング材組成物 3)セメント系モルタル組成物が分散剤、保水剤、骨材
など一般添加剤の1種または2種以上を含有する特許請
求の範囲第2項に記載のセメント系セル7レベリング材
Afi成物4)分散剤が高縮合トリアジン系化合物また
はメラミンスルホン酸塩系複合物の減水剤である特許請
求の範囲第3項に記載のセメント系セルフレベリング材
組成物 5)保水剤がセルロースエーテル類である特許請求の範
囲第3項に記載のセメント系セルフレベリグ材組成物 6)骨材が海砂、汚砂、珪砂、スラグ砂から選ばれた少
くとも1種工ある特許請求の範囲第3項に記載のセメン
ト系セルフレベリング材組成物 7)インデン化合物がクロルデンを主成物とする化合物
である特許請求の範囲第1項に記載のセメント系セルフ
レベリング材組成物[Scope of Claims] 1) A cement-based self-leveling material composition formed by blending an indene compound into a cement-based mortar composition. 2) The scope of claims that the cement-based mortar composition is characterized by cement, fly ash, and gypsum. Claim 2, wherein the cement-based self-leveling material composition according to item 1) 3) The cement-based mortar composition contains one or more general additives such as a dispersant, a water retention agent, and an aggregate. 4) Cement-based self-leveling material according to claim 3, wherein the dispersant is a water reducing agent of a highly condensed triazine compound or a melamine sulfonate-based composite. Composition 5) The cement-based self-leveling material composition according to claim 3, wherein the water retention agent is cellulose ethers. 6) The aggregate is at least one selected from sea sand, dirty sand, silica sand, and slag sand. 7) Cement-based self-leveling material composition according to claim 3, which is a seed process; 7) Cement-based self-leveling material according to claim 1, wherein the indene compound is a compound containing chlordane as a main component. Composition
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4921284A JPS60195046A (en) | 1984-03-16 | 1984-03-16 | Cementitious self leveling material composition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4921284A JPS60195046A (en) | 1984-03-16 | 1984-03-16 | Cementitious self leveling material composition |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60195046A true JPS60195046A (en) | 1985-10-03 |
JPH03343B2 JPH03343B2 (en) | 1991-01-07 |
Family
ID=12824667
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4921284A Granted JPS60195046A (en) | 1984-03-16 | 1984-03-16 | Cementitious self leveling material composition |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60195046A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02307852A (en) * | 1989-05-23 | 1990-12-21 | Daiken Trade & Ind Co Ltd | Production of inorganic platy body |
JP2017075444A (en) * | 2015-10-13 | 2017-04-20 | 株式会社アマケンテック | Weed-proofing and water-proofing reinforcement method using water-based paint for paved road and paved surface of road bridge |
CN107540305A (en) * | 2017-08-18 | 2018-01-05 | 苏州他石景观工程技术有限公司 | The special premixing dry powder and mortar of artificial beach |
CN108341640A (en) * | 2018-04-12 | 2018-07-31 | 江苏兆佳建材科技有限公司 | A kind of early-strength gypsum base thick-layer leveling mortar |
CN111285656A (en) * | 2020-04-13 | 2020-06-16 | 山东黄金产业发展集团有限公司 | Gypsum-based self-leveling mortar composed of gold tailings and preparation method thereof |
CN113912366A (en) * | 2021-09-29 | 2022-01-11 | 中建材创新科技研究院有限公司 | Inorganic self-leveling mortar and application thereof |
-
1984
- 1984-03-16 JP JP4921284A patent/JPS60195046A/en active Granted
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02307852A (en) * | 1989-05-23 | 1990-12-21 | Daiken Trade & Ind Co Ltd | Production of inorganic platy body |
JP2017075444A (en) * | 2015-10-13 | 2017-04-20 | 株式会社アマケンテック | Weed-proofing and water-proofing reinforcement method using water-based paint for paved road and paved surface of road bridge |
CN107540305A (en) * | 2017-08-18 | 2018-01-05 | 苏州他石景观工程技术有限公司 | The special premixing dry powder and mortar of artificial beach |
CN108341640A (en) * | 2018-04-12 | 2018-07-31 | 江苏兆佳建材科技有限公司 | A kind of early-strength gypsum base thick-layer leveling mortar |
CN111285656A (en) * | 2020-04-13 | 2020-06-16 | 山东黄金产业发展集团有限公司 | Gypsum-based self-leveling mortar composed of gold tailings and preparation method thereof |
CN113912366A (en) * | 2021-09-29 | 2022-01-11 | 中建材创新科技研究院有限公司 | Inorganic self-leveling mortar and application thereof |
Also Published As
Publication number | Publication date |
---|---|
JPH03343B2 (en) | 1991-01-07 |
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