JPS5825061B2 - Cement-based self-leveling flooring - Google Patents

Cement-based self-leveling flooring

Info

Publication number
JPS5825061B2
JPS5825061B2 JP54161664A JP16166479A JPS5825061B2 JP S5825061 B2 JPS5825061 B2 JP S5825061B2 JP 54161664 A JP54161664 A JP 54161664A JP 16166479 A JP16166479 A JP 16166479A JP S5825061 B2 JPS5825061 B2 JP S5825061B2
Authority
JP
Japan
Prior art keywords
parts
weight
cement
leveling flooring
sand
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
Application number
JP54161664A
Other languages
Japanese (ja)
Other versions
JPS5684358A (en
Inventor
広武 沖村
友宏 今井
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.)
Onoda Cement Co Ltd
Original Assignee
Onoda Cement 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 Onoda Cement Co Ltd filed Critical Onoda Cement Co Ltd
Priority to JP54161664A priority Critical patent/JPS5825061B2/en
Publication of JPS5684358A publication Critical patent/JPS5684358A/en
Publication of JPS5825061B2 publication Critical patent/JPS5825061B2/en
Expired legal-status Critical Current

Links

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床材の組成物に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to cementitious self-leveling flooring compositions.

近年コンクリートスラブ等の不陸床面に流動性の良い水
性混練物を流し込むだけで混練物の自然流動により面精
度の優れた水平面を形成するセメント系セルフレベリン
グ床材が注目されて来た。
In recent years, attention has been paid to cement-based self-leveling flooring materials that form a horizontal surface with excellent surface accuracy due to the natural flow of the kneaded material by simply pouring a water-based kneaded material with good fluidity onto an uneven floor surface such as a concrete slab.

セメント系セルフレベリング床材はこれを水と混練し、
不陸床面に流し込む際初期流動性に優れ、硬化中に固液
分離を起さず、均一な水平面を形成すること、硬化にさ
いし、体積収縮がなく、硬化後も、乾湿繰返えしに対し
、機械的に安定であることおよび作業性、施工性、経済
性の良いことなどが必須要件とされ、今日までにポルト
ランドセメントに砂などの骨材、フライアッシュ、急冷
高炉スラグなどの混和材、種々の減水剤、保水剤などを
添加したセメント系セルフレベリング床材の組成物が種
々提案され、この床材組成物に水を添加して懸濁液を造
り、これを不陸床面に流し込む方法が実施されている。
Cement-based self-leveling flooring is made by mixing this with water.
It has excellent initial fluidity when poured onto uneven surfaces, does not cause solid-liquid separation during curing, and forms a uniform horizontal surface.There is no volumetric shrinkage during curing, and even after curing, it can be repeatedly wet and dry. However, mechanical stability, workability, construction efficiency, and economic efficiency are essential requirements, and to date, Portland cement has been mixed with aggregates such as sand, fly ash, and rapidly cooled blast furnace slag. Various cement-based self-leveling flooring compositions have been proposed, in which cement, various water-reducing agents, water-retaining agents, etc. are added. A method of pouring it into the system is being implemented.

しかしながらこれらの方法によれば、硬化中に固液の分
離が起らず、早強性があり、作業性、施工性も比較的良
好であったとしても、硬化後の平坦面に発生する亀裂を
防止することができない。
However, according to these methods, even though solid-liquid separation does not occur during curing, early strength is achieved, and workability and workability are relatively good, cracks that occur on the flat surface after curing occur. cannot be prevented.

本発明者等はこの欠点を防止せんとして、セメント系セ
ルフレベリング床材組成物に膨張材を添加し、セメント
系セルフレベリング床材スラリーのフロー値を低下せし
めず、かつ硬化床体に亀裂が発生するのを防止せんとし
、種々実験を行った。
In an effort to prevent this drawback, the present inventors added an expansive agent to a cementitious self-leveling flooring composition, thereby preventing the flow value of the cementitious self-leveling flooring slurry from decreasing and causing cracks in the hardened flooring. We conducted various experiments in an attempt to prevent this from happening.

その結果によるとセメント、砂の混合物に減水剤として
特にメラミンホルムアルデヒド縮合物のスルホン化変性
樹脂(メルメントF−10、昭和電工@)製)および保
水剤、フライアッシュおよび石灰系膨張材(小野田エク
スパン、小野田セメント@)製)を、特定の配合割合で
配合せしめた場合、水との混線物のフロー値は向上し、
硬化体の長さ変化も小さくなるので亀裂が発生しないセ
メント系セルフレベリング床材が得られることを見出し
た。
The results show that cement and sand mixtures can be used as water reducing agents, especially sulfonated modified resins of melamine formaldehyde condensates (Melment F-10, manufactured by Showa Denko @), water retention agents, fly ash and lime-based expansive agents (Onoda Expan, Onoda Cement (manufactured by)) is blended in a specific proportion, the flow value of contaminants with water improves,
It has been found that a cement-based self-leveling flooring material that does not generate cracks can be obtained because the change in length of the cured product is also small.

次に種々行った実験結果を説明する。Next, the results of various experiments will be explained.

実験に使用したセメント系セルフレベリング床材の配合
割合は次の第1表の如くである。
The blending ratios of the cement-based self-leveling flooring materials used in the experiment are shown in Table 1 below.

第1 表記載のセメント系セルフレベリング床材と水と
の混練物試料について、フロー値、凝固終結時間、およ
び硬化床体の圧縮強さ、曲げ強さ、長さ変化を測定し、
第2表の結果を得た。
Measure the flow value, solidification completion time, compressive strength, bending strength, and length change of the hardened floor body for the sample of the mixture of cement self-leveling flooring material and water listed in Table 1.
The results shown in Table 2 were obtained.

上記第2表より試料1〜■を対比するとフロー値に関し
ては試料■が試料Iおよび■よりも遥かに良く、圧縮強
さおよび曲げ強さに関しては試料■が最も良く試料■お
よびIの順に悪くなるが、長さ変化に関しては試料■が
試料■および■より遥かに優れており、そして終結時間
は試料Iは長く、試料■および■は殆んど同じであるか
ら全体的に観察して試料■がセメント系セルフレベリン
グ床材として優れた性質を持っていることが認められる
From Table 2 above, comparing Samples 1 to ■, Sample ■ is much better than Samples I and ■ in terms of flow value, and Sample ■ is the best in terms of compressive strength and bending strength, and Samples ■ and I are the worst in that order. However, in terms of length change, sample ■ is far superior to samples ■ and ■, and sample I has a long completion time, while samples ■ and ■ are almost the same. It is recognized that ■ has excellent properties as a cement-based self-leveling flooring material.

次に試料■の膨張材(石灰系の小野田エクスパン)を膨
張材(C8A系のデンカC8A)に変えた場合(試料■
)と比較すれば、フロー値、圧縮強さ、曲げ強さおよび
長さ変化と終結時間に関し、試料■が試料■よりも遥か
に優れていることが認められる。
Next, when the expanding material of sample ■ (lime-based Onoda Expan) was changed to an expanding material (C8A-based Denka C8A) (sample ■
), it can be seen that sample (2) is much superior to sample (2) in terms of flow value, compressive strength, bending strength, length change and termination time.

本発明は上述の実験結果に基くものであって、セメント
100重量部に対し石灰系膨張材6〜20重量部、メラ
ミンホルムアルデヒド縮合物のスルホン化変性樹脂より
なる減水剤0.5〜3重量部、フライアッシュよりなる
混和材6〜25重量部、保水剤0.04〜0.2重量部
および砂80〜180重量部を配合してなるセメント系
セルフレベリング床材であって、使用に当ってはこのセ
メント系セルフレベリング床材中のセメント100重量
部に対し水45〜68重量部を添加し混練りする。
The present invention is based on the above-mentioned experimental results, and based on 100 parts by weight of cement, 6 to 20 parts by weight of a lime-based expansive agent and 0.5 to 3 parts by weight of a water reducing agent made of a sulfonated modified resin of a melamine formaldehyde condensate. , a cement-based self-leveling flooring material containing 6 to 25 parts by weight of an admixture consisting of fly ash, 0.04 to 0.2 parts by weight of a water retention agent, and 80 to 180 parts by weight of sand, and when used. To 100 parts by weight of cement in this cement-based self-leveling flooring material, 45 to 68 parts by weight of water are added and kneaded.

本発明において、セメントとしては、普通ポルトランド
セメントばかりでなく、早強性、緊急性、美的感覚性等
の要望に応じて、それぞれ早強ポルトランドセメント、
超早強ポルトランドセメント、超速硬セメント、白色セ
メント乃至顔料を加えた着色セメントが使用される。
In the present invention, the cement used is not only ordinary Portland cement, but also early-strength Portland cement,
Ultra-early and strong Portland cement, ultra-fast hardening cement, white cement, or colored cement with added pigments are used.

石灰系膨張材としては小野田エクスパンなどが使用され
、その使用量はセメント100重量部に対し6〜20重
量部であり、6重量部未満では硬化体の乾燥収縮が大き
くなり、収縮低減効果が発現されず、長さ変化が犬にな
るので好ましくなく、また20重量部を越えると膨張作
用により寸法安定性が悪くなり、しかも強度発現の低下
も著しく、一層過剰に添加すると、膨張崩壊する場合が
ある。
As the lime-based expansive material, Onoda Expan is used, and the amount used is 6 to 20 parts by weight per 100 parts by weight of cement. If it is less than 6 parts by weight, the drying shrinkage of the hardened product becomes large and the shrinkage reduction effect appears. It is undesirable because the length change will be too large, and if it exceeds 20 parts by weight, the dimensional stability will deteriorate due to the expansion effect, and the strength development will also be significantly reduced, and if it is added in excess, it may expand and collapse. be.

減水剤としては種々のものが知られているが、このうち
特にメラミンホルムアルデヒド縮合物のスルホン化変性
樹脂(メルメントF−10)が最適であって、その添加
量が0.5重量部未満では所定の流動性を得るのに必要
な水量が大きくなり、そのためブリージングの増大、強
度の低下および乾燥収縮が犬になるので好ましくなく、
また3重量部を越えると材粉の分離が生ずるので不適当
である。
Various water reducing agents are known, but among these, sulfonated modified resin of melamine formaldehyde condensate (Melment F-10) is particularly suitable; if the amount added is less than 0.5 parts by weight, This is undesirable because the amount of water required to obtain the fluidity increases, resulting in increased breathing, reduced strength, and drying shrinkage.
Moreover, if it exceeds 3 parts by weight, separation of the wood powder will occur, which is inappropriate.

最適量は1.0〜1.5重量部である。The optimum amount is 1.0-1.5 parts by weight.

混和材としてはフライアッシュの粉末度2500〜40
00crit/9 (ブレーン)のものが好ましく、セ
メント100重量部に対する添加量は6〜25重量部、
好ましくは8〜15重量部であり、6重置部未満では流
動性が低下し、乾燥収縮が増大する。
As an admixture, fly ash has a powder degree of 2500 to 40.
00crit/9 (Blaine) is preferable, and the amount added is 6 to 25 parts by weight per 100 parts by weight of cement.
The amount is preferably 8 to 15 parts by weight, and if it is less than 6 parts, fluidity decreases and drying shrinkage increases.

また25重量部を越えると大巾な強度低下を来たす。Moreover, if it exceeds 25 parts by weight, the strength will be significantly reduced.

微粉シリカ、高炉スラグ粉末も混和材として通常使用さ
れるが、本発明に使用する場合には微粉シリカは流動性
を著しく悪化するので好ましくない。
Finely divided silica and blast furnace slag powder are also commonly used as admixtures, but when used in the present invention, finely divided silica is not preferred because it significantly impairs fluidity.

また高炉スラグ粉末は流動性を増大するが、その反面乾
燥収縮が著しく犬になり、硬化体の寸法安定性が不良に
なると共に強度が低下するので好ましくない。
Blast furnace slag powder increases fluidity, but on the other hand, drying shrinkage becomes significant, resulting in poor dimensional stability and reduced strength of the cured product, which is not preferred.

また保水剤はスラリー中の浮き水をなくす重要な作用を
なすもので、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、グリオキザール付加ヒドロキシプロピ
ルメチルセルロースなどが使用されるが、本発明には溶
解性の良い、グリオキザール付加ヒドロキシプロピルメ
チルセルロースを使用することが好ましい。
The water retention agent plays an important role in eliminating floating water in the slurry, and methyl cellulose, hydroxypropyl methyl cellulose, glyoxal-added hydroxypropyl methyl cellulose, etc. are used. Preference is given to using methylcellulose.

上記保水剤のうち、2%水溶液(pH8)の20°Cに
おけるB型粘度計による粘度が2,400〜15,00
0 cpsまでのものが使用に適している。
Among the above water retention agents, the viscosity of a 2% aqueous solution (pH 8) at 20°C measured by a B-type viscometer is 2,400 to 15,00.
Up to 0 cps are suitable for use.

その添加量はメチルセルロース誘導体のそれぞれの粘度
により異るが、セメント100重量部に対し0.04〜
0.2重量部であって、特に2%水溶液(pH8)の2
0℃における粘度15,000 cpsのグリオキザー
ル付加ヒドロキシプロピルメチルセルロースをo、io
〜0.14重量部使用することが好ましい。
The amount added varies depending on the viscosity of each methylcellulose derivative, but is 0.04 to 100 parts by weight of cement.
0.2 parts by weight, especially 2% aqueous solution (pH 8)
Glyoxal-adducted hydroxypropyl methylcellulose with a viscosity of 15,000 cps at 0°C was prepared by o,io
It is preferable to use 0.14 parts by weight.

なおメチルセルロース、メチルセルロース誘導体の使用
量が0,04重量部未満の場合はブリージングが多量に
生じ、床表面にレイタンスが発生する。
If the amount of methylcellulose or methylcellulose derivative used is less than 0.04 parts by weight, a large amount of breathing will occur and laitance will occur on the floor surface.

また0、2重量部を越える場合は、強度が低下するばか
りでなく、床表面に径2〜10mrft、深さ2〜5m
vtの気泡跡が生じ、これにより表面の平滑度は減少す
る。
In addition, if it exceeds 0.2 parts by weight, not only will the strength decrease, but it will also cause damage to the floor surface with a diameter of 2 to 10 mrft and a depth of 2 to 5 m.
Vt bubble marks are created, which reduces the smoothness of the surface.

最後に砂としては珪砂、砕砂、高炉スラグ砕砂などの人
工砂および川砂、海砂、吊砂などの天然砂が使用できる
が、その粒度は最大粒径5mrlt以下特に2.5 m
m以下のものが好ましく、さらに珪砂の場合はL2mm
以下のものが最適であり、これを使用すれば同一水量で
最も優れた流動性、その他の諸物性を発揮せしめること
ができる。
Finally, as sand, artificial sand such as silica sand, crushed sand, crushed blast furnace slag sand, etc., and natural sand such as river sand, sea sand, hanging sand, etc. can be used, but the particle size should be 5 mrlt or less, especially 2.5 m in particle size.
m or less is preferable, and in the case of silica sand, L2mm
The following are optimal, and by using them, the most excellent fluidity and other physical properties can be exhibited with the same amount of water.

砂の使用量はセメント100重量部に対し80〜180
重量部であるが特に100〜140重量部が好ましい。
The amount of sand used is 80 to 180 parts per 100 parts by weight of cement.
Parts by weight are particularly preferably 100 to 140 parts by weight.

80重量部未満の場合はセメントの量が多くなるため、
セメントの水利熱による温度応力により硬化体に亀裂が
生じ、また180重量部を越える場合は砂量が多いため
、所定量の流動性を得るため水量を多くしなければなら
ず、これによりブリージングの増大、強度の低下および
乾燥収縮が増大するので好ましくない。
If it is less than 80 parts by weight, the amount of cement will increase,
Cracks occur in the hardened product due to temperature stress caused by the heat of water utilization of cement, and if the amount exceeds 180 parts by weight, the amount of sand is large, so the amount of water must be increased to obtain the specified amount of fluidity. This is undesirable because it increases the strength, decreases strength, and increases drying shrinkage.

本発明のセメント系セルフレベリング床材は混練後数時
間は流動性をもち、自己の流動性のみにより例えばコン
クリートスラブ上に数urn〜30龍程度の厚さの平滑
な面を仕上げることができる。
The cement-based self-leveling flooring material of the present invention has fluidity for several hours after being kneaded, and can finish a smooth surface with a thickness of several urns to 30 urns on a concrete slab, for example, only by its own fluidity.

さらにまた硬化後の寸法安定性(長さ変化)はセメント
モルタル塗金鏝押えよりも優れており、また硬化後の床
材に亀裂の発生は認めりれず、強度は材4>1日におい
て犬なる強さを発揮することができる。
Furthermore, the dimensional stability (change in length) after curing is superior to that of cement mortar coated trowel, and no cracks were observed in the hardened flooring material, and the strength was You can demonstrate your strength.

従って本セメント系セルフレベリング床材は駐車場、バ
ルコニニ、土間などの屋外での仕上げおよび屋内での水
の浸出の場所への床仕上げとしても使用される。
Therefore, the present cement-based self-leveling flooring can be used for outdoor finishes such as parking lots, balconies, dirt floors, etc., as well as indoor floor finishes for water seepage areas.

実施例 不陸1.5mvt、広さ約88m2のコンクリートスラ
ブに上述の実験例で使用した第1表の試験番号■におけ
るセメント系セルフレベリング床材を次の手順により打
設した。
EXAMPLE The cement-based self-leveling flooring material of Test No. (3) in Table 1 used in the above-mentioned experimental example was poured on a concrete slab with an uneven surface of 1.5 mvt and a width of about 88 m2 according to the following procedure.

すなわち、先づコンクリートスラブ面を清掃した後レベ
ルの決定を行ない、ついでスラブ面にプライマーを塗布
し、乾燥後第1表の試料番号■に示した配合のセメント
系セルフレベリング床材をバンドミキサーで混練し、得
られたスラリーをモルタルポンプに移し、2m’/hの
吐出速度でコンクリートスラブ面上に30分かけて流し
込んだ。
That is, first, the concrete slab surface is cleaned and then the level is determined, then a primer is applied to the slab surface, and after drying, a cement-based self-leveling flooring material with the composition shown in sample number ■ in Table 1 is applied using a band mixer. The slurry obtained by kneading was transferred to a mortar pump and poured onto the concrete slab surface at a discharge speed of 2 m'/h over 30 minutes.

スラリーの打設厚さは平均10mmであった。The average thickness of the slurry was 10 mm.

硬化後の仕上平坦度は1/1000程度と非常に良く、
亀裂は認められず、打設後約20日でP−タイルを貼り
付けることができた。
The finish flatness after curing is very good at around 1/1000,
No cracks were observed, and the P-tile could be attached approximately 20 days after installation.

Claims (1)

【特許請求の範囲】[Claims] 1 セメント100重量部に対し石灰系膨張材6〜20
重量部、メラミンホルムアルデヒド縮合物のスルホン化
変性樹脂よりなる減水剤0.5〜3重量部、フライアッ
シュよりなる混和材6〜25重量部、保水剤0.04〜
0.2重量部および砂80〜180重量部を配合してな
るセメント系セルフレベリング床材。
1 6 to 20 parts of lime-based expansive agent per 100 parts by weight of cement
Parts by weight, 0.5 to 3 parts by weight of a water reducing agent made of a sulfonated modified resin of a melamine formaldehyde condensate, 6 to 25 parts by weight of an admixture of fly ash, 0.04 to 0.04 parts by weight of a water retention agent.
A cement-based self-leveling flooring material containing 0.2 parts by weight and 80 to 180 parts by weight of sand.
JP54161664A 1979-12-14 1979-12-14 Cement-based self-leveling flooring Expired JPS5825061B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP54161664A JPS5825061B2 (en) 1979-12-14 1979-12-14 Cement-based self-leveling flooring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP54161664A JPS5825061B2 (en) 1979-12-14 1979-12-14 Cement-based self-leveling flooring

Publications (2)

Publication Number Publication Date
JPS5684358A JPS5684358A (en) 1981-07-09
JPS5825061B2 true JPS5825061B2 (en) 1983-05-25

Family

ID=15739479

Family Applications (1)

Application Number Title Priority Date Filing Date
JP54161664A Expired JPS5825061B2 (en) 1979-12-14 1979-12-14 Cement-based self-leveling flooring

Country Status (1)

Country Link
JP (1) JPS5825061B2 (en)

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CN108503316A (en) * 2017-02-27 2018-09-07 北京高强亿圆混凝土有限责任公司 Self-leveling concrete and preparation method thereof
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JPS5869760A (en) * 1981-10-16 1983-04-26 株式会社エヌエムビー Concrete composition for underwater construction
JPS58223652A (en) * 1982-06-22 1983-12-26 宇部興産株式会社 Non-shrinkable high fluidity high strength mortar
JPS5964555A (en) * 1982-09-30 1984-04-12 宇部興産株式会社 Non-shrinkage high fluidity high strength mortar
JPS6044265B2 (en) * 1982-11-18 1985-10-02 住友金属鉱山株式会社 Cement-based self-leveling flooring
JPS59213655A (en) * 1983-05-14 1984-12-03 日曹マスタ−ビルダ−ス株式会社 Mortar material
JPS6047157A (en) * 1983-08-23 1985-03-14 太平洋セメント株式会社 Floor surface finishing method
FR2713629B1 (en) * 1993-12-08 1996-02-16 Francais Ciments Hydraulic binder for cold bonding of a material on a bituminous layer or of two bituminous layers on top of each other.
JP2008037677A (en) * 2006-08-03 2008-02-21 Taiheiyo Material Kk Self-leveling composition
CN105236894A (en) * 2015-10-29 2016-01-13 华南理工大学 Anti-shrinkage self-leveling mortar with good self-healing property for bedding layer and preparation method thereof
CN114644494B (en) * 2022-04-22 2023-03-21 北京悦筑新天节能科技有限公司 Flexible light leveling mortar and preparation method and application thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52150434A (en) * 1976-06-09 1977-12-14 Nisso Master Builders Kk Nonshrinkage grout

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52150434A (en) * 1976-06-09 1977-12-14 Nisso Master Builders Kk Nonshrinkage grout

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108503316A (en) * 2017-02-27 2018-09-07 北京高强亿圆混凝土有限责任公司 Self-leveling concrete and preparation method thereof
CN112250394A (en) * 2020-10-19 2021-01-22 同济大学 Sleeve grouting material for high-performance steel bar connection and preparation method thereof

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