JPH10231165A - Self-flowing hydraulic composition - Google Patents
Self-flowing hydraulic compositionInfo
- Publication number
- JPH10231165A JPH10231165A JP34234097A JP34234097A JPH10231165A JP H10231165 A JPH10231165 A JP H10231165A JP 34234097 A JP34234097 A JP 34234097A JP 34234097 A JP34234097 A JP 34234097A JP H10231165 A JPH10231165 A JP H10231165A
- Authority
- JP
- Japan
- Prior art keywords
- parts
- weight
- self
- lithium
- aluminum sulfate
- 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
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
- C04B28/06—Aluminous cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0004—Compounds chosen for the nature of their cations
- C04B2103/0006—Alkali metal or inorganic ammonium compounds
- C04B2103/0008—Li
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、一般建造物の床下
地材調製、または、工場、倉庫、駐車場、ガソリンスタ
ンド、厨房等における着色可能な床仕上げ材に使用され
るセルフレベリング材として優れた特性を有する自己流
動性水硬性組成物に関する。BACKGROUND OF THE INVENTION The present invention is excellent as a self-leveling material used for preparing flooring materials for general buildings or as a colorable floor finishing material for factories, warehouses, parking lots, gas stations, kitchens and the like. Self-flowing hydraulic composition having improved properties.
【0002】[0002]
【従来の技術】セルフレベリング材として使用される水
硬性組成物の具備すべき第一の条件が、自己水平性を確
保するために必要な高い流動性であることは当然である
が、早期開放を可能にするに十分な速硬性を有している
ことおよび、施工作業を容易にする面から適度の可使時
間が取れることも要求される。更に、硬化後の硬化体の
特性例えば、強度、表面性状、寸法安定性、耐水性を含
めた耐化学薬品性が高いことも必要である。セルフレベ
リング材として使用される水硬性組成物については既に
多くの技術が開示されているが、セルフレベリング材の
具備すべきこの複数の要件を満たすため、開示技術の多
くが、急硬性の水硬性成分に、流動化剤、凝結調整剤を
加えて流動性および凝結速度を制御したものに更に、増
粘剤、消泡剤等複数の混和剤を添加した複雑な組成を有
している。2. Description of the Related Art It is a matter of course that the first condition that a hydraulic composition to be used as a self-leveling material should have is a high fluidity necessary to secure self-leveling, It is also required that the material has a sufficient quick-hardening property to enable the work, and that an appropriate pot life can be obtained from the viewpoint of facilitating the construction work. Further, it is necessary that the properties of the cured product after curing, such as strength, surface properties, dimensional stability, and chemical resistance including water resistance, are high. Many technologies have already been disclosed for hydraulic compositions used as self-leveling materials, but in order to satisfy these multiple requirements that self-leveling materials should have, many of the disclosed technologies require rapid hardening hydraulics. It has a complicated composition in which a fluidizing agent and a setting modifier are added to the components to control the fluidity and setting rate, and further, a plurality of admixtures such as a thickener and an antifoaming agent are added.
【0003】例えば、特開昭61−155241号公報
には、フッ酸無水石膏、高炉スラグおよび珪酸カルシウ
ムより成る水硬性成分に、凝結促進材として硫酸ソー
ダ、硫酸カリ、硫酸アルミニウムを添加し、更に減水
剤、消泡剤、保水剤、高分子エマルジョンを添加して成
るセルフレベリング材が開示されている。また、特開平
5−9049号公報には、各種ポルトランドセメントま
たは混合セメントに、凝結促進材として炭酸マグネシウ
ム、カルシウムアルミネート、硫酸アルミニウムから選
ばれる一種以上を添加し、更に減水材、増粘剤を加えた
組成を有する組成物が開示されている。特公平6−81
97号公報においても、高炉スラグ、カルシウムアルミ
ネートおよび石膏よりなる水硬性成分に、凝結速度をコ
ントロールするためにオキシカルボン酸(塩)、炭酸ア
ルカリまたは重炭酸アルカリ、燐酸塩等を凝結遅延剤と
して添加したものに更に高分子エマルジョンを添加した
ものが開示されている。更に、特開平8−217508
号公報においては、セメントにカルシウムアルミネート
とアルカリまたはアルカリ土類金属硫酸塩よりなる急硬
剤と、オキシカルボン酸(塩)系の有機物及び/または
水酸化カルシウム、アルミン酸塩、炭酸アルカリ等の無
機化合物を凝結遅延剤として添加して凝結速度を調整し
たものに公知の各種流動化剤、消泡剤を加えたものが開
示されている。For example, Japanese Patent Application Laid-Open No. 61-155241 discloses a method of adding sodium sulfate, potassium sulfate, and aluminum sulfate as a setting accelerator to a hydraulic component consisting of hydrofluoric anhydride gypsum, blast furnace slag, and calcium silicate. A self-leveling material comprising a water reducing agent, an antifoaming agent, a water retention agent, and a polymer emulsion is disclosed. Japanese Patent Application Laid-Open No. 5-9049 discloses that at least one kind selected from magnesium carbonate, calcium aluminate and aluminum sulfate is added as a setting accelerator to various portland cements or mixed cements, and a water reducing material and a thickening agent are further added. Compositions having an added composition are disclosed. 6-81
In Japanese Patent No. 97, too, oxycarboxylic acid (salt), alkali carbonate or alkali bicarbonate, phosphate or the like is used as a setting retarder for the hydraulic component consisting of blast furnace slag, calcium aluminate and gypsum in order to control the setting speed. It is disclosed that a polymer emulsion is further added to the added one. Further, Japanese Unexamined Patent Application Publication No. 8-217508
In the publication, a cement hardening agent comprising calcium aluminate and an alkali or alkaline earth metal sulfate, and an oxycarboxylic acid (salt) -based organic substance and / or calcium hydroxide, aluminate, alkali carbonate, etc. There is disclosed a composition in which an inorganic compound is added as a setting retarder to adjust the setting rate, and in which various known fluidizing agents and antifoaming agents are added.
【0004】今迄に開示された技術はそれなりに改善効
果は認められるものの、速硬性、作業特性、硬化体特性
全ての面を勘案すると更なる改良が必要であり、特に、
他の特性を犠牲にすることなく施工当日の軽歩行および
表面仕上げを可能にする材料の開発が強く望まれてい
た。[0004] Although the techniques disclosed so far show some improvement effects, further improvements are necessary in view of all aspects of quick-hardening properties, working characteristics and cured body characteristics.
There has been a strong need for the development of materials that allow for light walking and surface finishing on the day of construction without sacrificing other properties.
【0005】[0005]
【発明が解決しようとする課題】本発明は、速硬性、作
業特性(高流動性、長可使時間)および硬化特性(高強
度、高耐摩耗性、高平滑性、着色可能性)に優れ、セル
フレベリング材として好適に使用できる自己流動性水硬
性組成物の提供を目的とする。DISCLOSURE OF THE INVENTION The present invention is excellent in quick-setting properties, working properties (high fluidity, long pot life) and curing properties (high strength, high abrasion resistance, high smoothness, coloring possibility). Another object of the present invention is to provide a self-flowing hydraulic composition that can be suitably used as a self-leveling material.
【0006】[0006]
【課題を解決するための手段】発明者等は、急硬性を本
質的に有しており且つ硬化特性の優れた水硬性成分と、
適当な凝結調整剤、高分子エマルジョンおよび流動性改
良剤より成る組成物が、上記課題の解決された組成物と
なることを知り、本発明を完成した。すなわち、本発明
は、アルミナセメント、石膏および高炉スラグよりなる
水硬性成分、硫酸アルミニウムおよびリチウム塩よりな
る凝結調整剤、高分子エマルジョン、および、減水剤よ
りなる自己流動性水硬性組成物に関する。以下に、本発
明を詳しく説明する。Means for Solving the Problems The inventors of the present invention have developed a hydraulic component having essentially rapid hardening properties and excellent curing properties;
The present inventors have found that a composition comprising a suitable setting regulator, a polymer emulsion and a fluidity improver is a composition which solves the above-mentioned problems, and completed the present invention. That is, the present invention relates to a hydraulic component composed of alumina cement, gypsum and blast furnace slag, a setting regulator composed of aluminum sulfate and lithium salt, a polymer emulsion, and a self-fluid hydraulic composition composed of a water reducing agent. Hereinafter, the present invention will be described in detail.
【0007】[0007]
【発明の実施の形態】セルフレベリング材として使用さ
れる自己流動性水硬性組成物には、水硬性成分により大
別すると、石膏系とセメント系の二種が存在する。石膏
系は、寸法安定性が良く、短時間で硬化すると云う長所
があるものの、剥離および錆の発生が容易に生じまた耐
水性が低いと云う欠点を有している。一方、セメント系
は、高耐水性、高表面硬度という長所を有しているが、
普通ポルトランドセメント系では硬化速度が低く、乾燥
収縮が大きいと云う欠点を有しており、速硬性セメント
系では硬化速度面では改善されるものの、流動性が低
く、作業性が低いと云う欠点を有している。本発明にお
いては、アルミナセメント、石膏および高炉スラグより
なる水硬性成分を使用することで、互いの欠点を補いこ
の問題を解決している。DESCRIPTION OF THE PREFERRED EMBODIMENTS Self-flowing hydraulic compositions used as self-leveling materials are roughly classified into two types, gypsum-based and cement-based, according to hydraulic components. The gypsum system has the advantages that it has good dimensional stability and cures in a short time, but has the drawback that peeling and rust easily occur and water resistance is low. On the other hand, cement systems have the advantages of high water resistance and high surface hardness,
Generally, Portland cement systems have the disadvantage that curing speed is low and drying shrinkage is large, while fast-setting cement systems have the disadvantage of improving curing speed, but have the disadvantage of low fluidity and low workability. Have. In the present invention, the use of a hydraulic component consisting of alumina cement, gypsum and blast furnace slag compensates for each other's drawbacks and solves this problem.
【0008】アルミナセメントは、潜在的に急硬性を有
しており、硬化後は耐化学薬品性、耐火性に優れた硬化
体を与える。また、潜在水硬性を有する高炉スラグの存
在により、その欠点である硬化体強度の経時的な低下も
抑制される。更に、硫酸根の共存下では、カルシウムサ
ルフォアルミネート水和物等を生成し、硬化体中水分減
少速度が増し、施工当日の仕上げ材施工を可能にする。
アルミナセメントは鉱物組成が異なるものが数種知られ
市販されているが、何れも主成分はモノカルシウムアル
ミネート(CA)であり、市販品はその種類によらず使
用することが出来る。[0008] Alumina cement has potentially rapid hardening properties, and after hardening, gives a cured product having excellent chemical resistance and fire resistance. In addition, the presence of the blast furnace slag having latent hydraulic property also suppresses a drawback of the blast furnace slag, which is a drawback, with time, in the strength of the cured product. Furthermore, in the presence of sulfate, calcium sulphoaluminate hydrate and the like are generated, and the rate of water reduction in the cured product increases, thereby enabling finishing work on the construction day.
Several types of alumina cements having different mineral compositions are known and commercially available, but the main component is monocalcium aluminate (CA), and commercially available products can be used regardless of the type.
【0009】石膏は本質的に急硬性であり、硬化後の寸
法安定性を保持するのに必要な成分であるが、その添加
量は、アルミナセメント100重量部当たり、25〜1
20重量部、好ましくは40〜100重量部とするのが
良い。25重量部より少ないと寸法安定性が低下し、1
20重量部より多くなると耐水性が低下し、水による異
常膨張が生じることがあり、好ましくない。また、石膏
は、無水、半水等の各石膏がその種類を問わず、一種ま
たは二種以上の混合物として使用できる。Gypsum is inherently quick-hardening and is a necessary component for maintaining dimensional stability after curing. The amount of gypsum added is 25 to 1 per 100 parts by weight of alumina cement.
20 parts by weight, preferably 40 to 100 parts by weight. If the amount is less than 25 parts by weight, the dimensional stability decreases, and 1
If the amount is more than 20 parts by weight, the water resistance decreases, and abnormal expansion due to water may occur, which is not preferable. In addition, gypsum can be used alone or as a mixture of two or more gypsums, such as anhydrous and hemihydrate, irrespective of their types.
【0010】高炉スラグは、乾燥収縮が小さいことか
ら、硬化体の耐クラック性を高めるだけでなく、アルミ
ナセメントの硬化体強度を向上させる効果も有してい
る。また、アルミナセメント水和物の転移に起因する強
度低下を抑制する効果も有している。高炉スラグの量
は、アルミナセメント100重量部に対し、15〜40
0重量部、好ましくは50〜300重量部とする。15
重量部より少ないと、収縮が大きくなり、また、400
重量部より大になると、強度が逆に低下することがあ
る。ここで述べた成分より成る水硬性成分は潜在的に急
硬性を有しており、次に述べる凝結調整剤を添加して、
凝結速度を施工に適した条件にコントロールすることに
より、施工後1時間半で軽歩行が可能な初期強度を得る
ことができ、4時間後には、仕上材施工に取り掛かるこ
とが可能となる。Since the blast furnace slag has a small drying shrinkage, it has an effect of improving not only the crack resistance of the cured product but also the strength of the cured product of alumina cement. In addition, it also has an effect of suppressing a decrease in strength due to the transition of alumina cement hydrate. The amount of blast furnace slag is 15 to 40 with respect to 100 parts by weight of alumina cement.
0 parts by weight, preferably 50 to 300 parts by weight. Fifteen
When the amount is less than the weight part, the shrinkage becomes large and
If the amount is larger than the weight part, the strength may be reduced. Hydraulic components consisting of the components described here have potentially rapid hardening properties, and the following setting modifiers are added,
By controlling the setting speed to a condition suitable for construction, it is possible to obtain an initial strength capable of light walking one and a half hours after construction, and to start finishing material construction four hours later.
【0011】アルミナセメント、石膏、高炉スラグより
成る水硬性成分には、更にポルトランドセメントを添加
することもできる。低価格のポルトランドセメントの添
加は、セルフレベリング材のコスト減に効果があるが、
その量が多過ぎると流動性が低下するため、添加量は、
アルミナセメント100重量部に対して40重量部より
少なくするのが良い。Portland cement can be further added to the hydraulic component consisting of alumina cement, gypsum and blast furnace slag. The addition of low-cost Portland cement is effective in reducing the cost of self-leveling materials,
If the amount is too large, the fluidity decreases, so the amount added is
It is preferable to use less than 40 parts by weight based on 100 parts by weight of alumina cement.
【0012】セルフレベリング材の具備すべき他の重要
な要件は、適度の可使時間が取れることである。本発明
では、前記した水硬性成分に、凝結促進材としてのリチ
ウム塩と、凝結遅延材としての硫酸アルミニウムを同時
に添加することにより、可使時間の調整が可能なことを
見出した。アルミナセメントの水和反応に対するリチウ
ム塩の一種としての炭酸リチウムと、硫酸アルミニウム
の添加効果を示す例を図1に示す。図1おいて、横軸は
成分混練後の経過時間を、縦軸は水和反応に伴う発熱量
を表わしており、発熱ピークはその時間において水和反
応すなわち凝結が進行していることを示す。アルミナセ
メントだけでは最大発熱ピークは300分以降に存在し
凝結が非常に遅いが、炭酸リチウムの添加で最大発熱ピ
ークは約90分にシフトし、凝結が大幅に促進されるこ
とが分かる。しかし、約20分後の発熱ピークも大き
く、この発熱を生み出す凝結反応による流動性の低下が
大きく、十分な可使時間の確保は困難である。それに対
し、更に硫酸アルミニウムを添加すると、最大ピークは
長時間側に30分程度シフトし凝結は若干遅延される
が、20分後の発熱ピークも小さくなり、この発熱ピー
クを生み出す凝結反応による流動性の低下が抑制され、
十分な可使時間の確保が可能になる。Another important requirement of the self-leveling material is that it has a reasonable pot life. In the present invention, it has been found that the pot life can be adjusted by simultaneously adding a lithium salt as a setting accelerator and aluminum sulfate as a setting retarder to the hydraulic component described above. FIG. 1 shows an example showing the effect of adding lithium carbonate as a kind of lithium salt and aluminum sulfate on the hydration reaction of alumina cement. In FIG. 1, the horizontal axis represents the elapsed time after component kneading, and the vertical axis represents the calorific value accompanying the hydration reaction, and the exothermic peak indicates that the hydration reaction, that is, the coagulation is progressing at that time. . With alumina cement alone, the maximum exothermic peak exists after 300 minutes and the setting is very slow, but the addition of lithium carbonate shifts the maximum exothermic peak to about 90 minutes, indicating that the setting is greatly accelerated. However, the heat generation peak after about 20 minutes is large, and the fluidity is greatly reduced due to the coagulation reaction that generates this heat generation, and it is difficult to secure a sufficient pot life. On the other hand, when aluminum sulfate is further added, the maximum peak shifts to the long-term side by about 30 minutes and the coagulation is slightly delayed, but the exothermic peak after 20 minutes also becomes small, and the fluidity due to the coagulation reaction that produces this exothermic peak is reduced. Is suppressed,
Sufficient pot life can be secured.
【0013】リチウム化合物が、アルミナセメントの凝
結促進作用を示すことは知られているが、その効果は非
常に大きく、これは、少量の添加でも十分な効果が得ら
れる利点となる反面、均一な混合が困難なことと、可使
時間を施工に適した条件内で再現性良くコントロールす
るのが困難であるというマイナス要因ともなっている。
一方、硫酸アルミニウムについては、各種セメント、石
膏等水硬性物質の凝結促進材としての作用を有している
ことが知られている。例えば、前述した特開昭61−1
55241号および同平5−9049号公報には、凝結
促進材としての硫酸アルミニウムの添加が記載されてい
る。この硫酸アルミニウムがアルミナセメントを主成分
とする水硬性成分の凝結遅延材として働くこと、およ
び、凝結促進材であるリチウム塩との併用により、水硬
性成分の凝結速度コントロールに大きな効果を発揮する
ことについて知見を得たのは本発明が始めてである。[0013] It is known that a lithium compound has an effect of accelerating the setting of alumina cement. However, the effect is very large. This is an advantage that a sufficient effect can be obtained even if a small amount is added. This is a negative factor that mixing is difficult and that it is difficult to control the pot life with good reproducibility under conditions suitable for construction.
On the other hand, it is known that aluminum sulfate has an action as a setting accelerator for hydraulic substances such as various cements and gypsum. For example, as described in JP-A-61-1
Nos. 55241 and 5-9049 describe the addition of aluminum sulfate as a setting accelerator. This aluminum sulfate acts as a setting retarder for the hydraulic component mainly composed of alumina cement, and exerts a great effect on the control of the setting speed of the hydraulic component when used in combination with the lithium salt which is a setting accelerator. This is the first time that the present invention has obtained the knowledge.
【0014】本発明で使用可能なリチウム塩としては、
炭酸リチウム、塩化リチウム、硫酸リチウム、硝酸リチ
ウム、水酸化リチウム等の無機酸塩および酢酸リチウ
ム、酢酸リチウム、酒石酸リチウム、リンゴ酸リチウ
ム、クエン酸リチウム、グリコール酸リチウム等の有機
酸塩を挙げることが出来るが、中でも、炭酸リチウムの
使用が特に好ましい。一方、硫酸アルミニウムとして
は、無水または各種含水量の硫酸アルミニウムの他、硫
酸アルミニウムを含む各種ミョウバンを挙げることが出
来る。The lithium salts usable in the present invention include:
Inorganic acid salts such as lithium carbonate, lithium chloride, lithium sulfate, lithium nitrate, lithium hydroxide and the like, and organic acid salts such as lithium acetate, lithium acetate, lithium tartrate, lithium malate, lithium citrate, lithium glycolate and the like. Although it is possible, use of lithium carbonate is particularly preferable. On the other hand, examples of aluminum sulfate include aluminum sulfate having anhydrous or various water contents and various alums containing aluminum sulfate.
【0015】上述のように、本発明においては、水硬性
成分に凝結促進材としてのリチウム塩と、凝結遅延材と
しての硫酸アルミニウムを同時に添加することにより、
可使時間の調整を行ない、セルフレベリング材としての
使用を容易にする。従って、凝結促進剤と凝結遅延剤の
比、すなわち、硫酸アルミニウムと炭酸リチウムの比
は、本発明のセルフレベリング材の特性を左右する大き
な因子である。本発明においては、硫酸アルミニウムと
リチウム塩の比をモル比で、1〜50の範囲にするのが
良い。リチウム塩に対する硫酸アルミニウムがモル比で
1より小さいと、凝結が速すぎ、自己流動性が低下する
ため、可使時間が短くなりすぎて施工に支障を来たし、
また、50より大では、速硬性が低下し、早期開放が困
難になるからである。As described above, in the present invention, by simultaneously adding a lithium salt as a setting accelerator and aluminum sulfate as a setting retarder to the hydraulic component,
Adjusts the pot life and facilitates use as a self-leveling material. Therefore, the ratio of the setting accelerator to the setting retarder, that is, the ratio of aluminum sulfate to lithium carbonate, is a major factor that affects the properties of the self-leveling material of the present invention. In the present invention, the molar ratio of aluminum sulfate to lithium salt is preferably in the range of 1 to 50. If the molar ratio of aluminum sulfate to lithium salt is less than 1, coagulation is too fast and self-fluidity is reduced, so that the pot life becomes too short and hinders construction,
On the other hand, if it is larger than 50, the quick-hardening property is reduced, and it is difficult to open it early.
【0016】本発明では、リチウム化合物と硫酸アルミ
ニウを併用する凝結調整剤を使用することにより、着色
が可能という効果も付与することが出来る。すなわち、
リチウム化合物による凝結促進により材料分離の低減が
可能となるため、色ムラが発生し難くなる。また、もし
色ムラが発生しても、硫酸アルミニウム添加により十分
な流動保持時間が確保できるため、トンボ掛けによる表
面処理作業でその除去が容易である。In the present invention, the use of a coagulation adjusting agent in which a lithium compound and aluminum sulfate are used in combination can also provide an effect of enabling coloring. That is,
Since the separation of materials can be reduced by promoting the coagulation by the lithium compound, color unevenness is less likely to occur. Further, even if color unevenness occurs, a sufficient flow holding time can be secured by adding aluminum sulfate, so that it can be easily removed by a surface treatment operation using a register mark.
【0017】前記硫酸アルミニウム、リチウム塩に加え
て、凝結遅延作用が従来知られている、酒石酸、クエン
酸、リンゴ酸、グリコール酸等のオキシカルボン酸、ま
たは、そのアルカリ金属塩、アルカリ土類金属塩の一種
または二種以上を添加しても良い。オキシカルボン酸ま
たはその塩の添加量は、水硬性成分100重量部当たり
0.5重量部以下とする。添加量が多くなると、流動性
の低下や硬化不良およびそれに伴うブリージング水の発
生により表面不良が生じる場合がある。In addition to the above-mentioned aluminum sulfate and lithium salt, oxycarboxylic acids such as tartaric acid, citric acid, malic acid, glycolic acid and the like, or alkali metal salts and alkaline earth metals thereof, which have a conventionally known set retarding action. One or more salts may be added. The amount of the oxycarboxylic acid or a salt thereof is 0.5 parts by weight or less per 100 parts by weight of the hydraulic component. When the amount of addition is large, surface defects may occur due to a decrease in fluidity, poor curing, and accompanying generation of breathing water.
【0018】セルフレベリング材が具備すべき最も基本
的な要因は高い流動性である。材料分離を抑制し、且
つ、高強度の硬化体を得るには水/水硬性成分比を下げ
る必要があるが、水/水硬性成分を低くしても高い流動
性を確保するため、減水剤の添加が必要である。特に、
本発明における水硬性成分の一つであるアルミナセメン
トの発現強度は、水/セメント比の影響を大きく受ける
ことから、減水剤を使用して水/水硬性成分比を小さく
することが不可欠である。減水剤は、ナフタレン系、メ
ラミン系、ポリカルボン酸系等の市販のものが、その種
類を問わず使用できるが、量的には、余り少ないと十分
な効果が発現せず、また多すぎても添加量に見合った効
果は期待できず不0経済であるだけでなく、硬化不良を
招くので、その添加量は水硬性成分100重量部当たり
0.1〜5重量部とするのが良い。The most basic factor that the self-leveling material should have is high fluidity. In order to suppress material separation and obtain a high-strength cured product, it is necessary to lower the water / hydraulic component ratio. However, even if the water / hydraulic component is lowered, high flowability is ensured. Need to be added. Especially,
Since the expression strength of alumina cement, which is one of the hydraulic components in the present invention, is greatly affected by the water / cement ratio, it is essential to reduce the water / hydraulic component ratio by using a water reducing agent. . As the water reducing agent, commercially available products such as naphthalene-based, melamine-based, and polycarboxylic acid-based products can be used irrespective of the type, but in terms of quantity, the effect is not sufficiently exhibited when the amount is too small, and the amount is too large. However, since the effect corresponding to the added amount cannot be expected and the economy is not only zero, but also causes poor curing, the added amount is preferably 0.1 to 5 parts by weight per 100 parts by weight of the hydraulic component.
【0019】本発明における自己流動性水硬性組成物
は、更に高分子エマルジョンを添加することにより、下
地コンクリートとの接着性および耐クラック性が向上す
るだけでなく、硬化体の耐摩耗性を上げることができ、
仕上げ材としての使用が可能になる。高分子エマルジョ
ンは、例えば、エチレン−酢酸ビニル、スチレン−ブタ
ジエン、アクリロニトリル−ブダジエン等の共重合体、
または、ポリブテン、ポリ塩化ビニル、ポリアクリレー
ト、ポリ酢酸ビニル等のホモ重合体等の市販のものがそ
の種類を問わず使用できる。高分子エマルジョンの添加
量は、水硬性成分100重量部当たり1〜25重量部と
するのが良い。少なすぎると十分な効果が発現しない
し、多すぎると流動性の低下を招くだけでなく、空気泡
を連行して硬化体の表面状態を悪くし、強度低下が生じ
ることがある。The self-flowing hydraulic composition of the present invention, by further adding a polymer emulsion, not only improves the adhesion to the underlying concrete and the crack resistance, but also increases the wear resistance of the cured product. It is possible,
It can be used as a finishing material. Polymer emulsions, for example, ethylene-vinyl acetate, styrene-butadiene, acrylonitrile-butadiene and other copolymers,
Alternatively, a commercially available product such as a homopolymer such as polybutene, polyvinyl chloride, polyacrylate, or polyvinyl acetate can be used regardless of the type. The addition amount of the polymer emulsion is preferably 1 to 25 parts by weight per 100 parts by weight of the hydraulic component. If the amount is too small, a sufficient effect will not be exhibited. If the amount is too large, not only will the flowability be reduced, but also air bubbles will be entrained to deteriorate the surface condition of the cured product, resulting in reduced strength.
【0020】前記の水硬性成分、凝結調整剤、減水剤お
よび高分子エマルジョンを必須成分とすることにより、
流動性に優れているだけでなく可使時間を10分から3
0分の間に調整することが可能であり、且つ、硬化体特
性の優れたセルフレベリング材を得ることが出来るが、
以上の必須成分に加えて、必要に応じて、消泡剤、増粘
剤を添加するのが好ましい。消泡剤、増粘剤の添加は、
硬化体表面における骨材分離、気泡の発生を抑制し、硬
化体外観の改善に好ましい効果を与える。消泡剤として
は、シリコン系、アルコール系、ポリエーテル系等合成
物質または植物由来の天然物質等、公知のものが使用可
能であり、また、増粘剤としては、メチルセルロース、
カルボキシメチルセルロース等のセルロース系、カゼイ
ン、ゼラチン、ペクチン等の蛋白質系、天然ゴム、スチ
レン−ブタジエンゴム等のラテックス系、ポリエチレン
グリコール、ポリアクリルアモド、ポリビニルアルコー
ル等の水溶性ポリマー系等の公知のものが使用可能であ
る。消泡剤、増粘剤の添加量は、水硬性成分100重量
部に対して、それぞれ、2重量部以下および1重量部以
下とするのが良い。消泡剤を2重量部より多く加えても
消泡効果の更なる増加は認められず、増粘剤の量が多す
ぎると流動性の低下を招く恐れがある。By making the above-mentioned hydraulic component, setting regulator, water reducing agent and polymer emulsion essential components,
Not only has excellent fluidity, but also has a pot life of 10 minutes to 3
It can be adjusted during 0 minutes, and it is possible to obtain a self-leveling material having excellent cured body properties.
In addition to the above essential components, it is preferable to add an antifoaming agent and a thickener as necessary. Defoamers and thickeners are added
It suppresses the separation of aggregates and the generation of bubbles on the surface of the cured product, and has a favorable effect on improving the appearance of the cured product. As the defoaming agent, a known substance such as a silicone-based, alcohol-based, polyether-based synthetic substance or a plant-derived natural substance can be used, and as the thickener, methylcellulose,
Known substances such as cellulosics such as carboxymethylcellulose, protein types such as casein, gelatin, pectin, latex types such as natural rubber and styrene-butadiene rubber, and water-soluble polymer types such as polyethylene glycol, polyacrylamodo and polyvinyl alcohol Can be used. The amounts of the defoaming agent and the thickener are preferably 2 parts by weight or less and 1 part by weight or less with respect to 100 parts by weight of the hydraulic component. Even if the defoaming agent is added in an amount of more than 2 parts by weight, no further increase in the defoaming effect is observed, and when the amount of the thickener is too large, there is a possibility that the fluidity is reduced.
【0021】本発明の自己流動性水硬性組成物には、更
に、フライアッシュ、石灰石粉、シリカ質粉等、公知の
増量材を添加することが出来る。増量材の添加により、
流動性が改善され好ましい結果を与えるが、添加量が多
すぎると、強度発現性の低下を招くので、その添加量は
水硬性成分100重量部当たり200重量部以下とする
のが望ましい。また、そのサイズは45mm以下とする
のが効果の点から好ましい。The self-flowing hydraulic composition of the present invention may further contain known extenders such as fly ash, limestone powder, and siliceous powder. By adding a filler,
Although the fluidity is improved and a favorable result is obtained, if the addition amount is too large, the strength development is reduced. Therefore, the addition amount is desirably 200 parts by weight or less per 100 parts by weight of the hydraulic component. The size is preferably 45 mm or less from the viewpoint of the effect.
【0022】本発明による自己流動性水硬性組成物は、
水と混練したセメントペーストとして使用することも出
来るが、各種骨材および/または増量材を添加して使用
するのがその特性を活かした使い方である。骨材として
は珪砂、川砂、海砂、高炉スラグ、各種砕石が使用でき
るがその径は2mm以下とするのが望ましい。また、骨
材の添加量は、水硬性成分100重量部当たり、200
重量部以下とするのが望ましい。200重量部より大と
なると流動性の低下を招くだけでなく、強度発現性が低
下することがある。The self-flowing hydraulic composition according to the present invention comprises
Although it can be used as a cement paste kneaded with water, it is used by adding various aggregates and / or fillers and utilizing the properties thereof. As the aggregate, silica sand, river sand, sea sand, blast furnace slag, and various crushed stones can be used, but the diameter is desirably 2 mm or less. The amount of aggregate added is 200 per 100 parts by weight of the hydraulic component.
It is desirable to use not more than parts by weight. When the amount is more than 200 parts by weight, not only does the fluidity decrease, but also the strength developability may decrease.
【0023】[0023]
【実施例】以下に具体例を示して、本発明の内容を更に
詳しく説明する。 実施例1〜6及び比較例1〜7 (1)使用原料 各例の実施に当たっては、次の原料を
使用した。 アルミナセメント :ブレーン比表面積3,000cm2/g モノカルシウムアルミネート含有量45重量% 石膏 :II型無水石膏、ブレーン比表面積4,000cm2/g 高炉スラグ :ブレーン比表面積4,500cm2/g 硫酸アルミニウム :無水物 市販品 炭酸リチウム :市販品 減水剤 :メラミン系分散剤、市販品 高分子エマルジョン:エチレンー酢酸ビニル共重合体樹脂粉末、市販品 増粘剤 :メチルセルローズ系増粘剤、市販品 消泡剤 :シリコン系消泡剤、市販品 骨材 :6号珪砂The present invention will be described in more detail with reference to specific examples. Examples 1 to 6 and Comparative Examples 1 to 7 (1) Raw Materials Used In carrying out each example, the following raw materials were used. Alumina cement: Blaine specific surface area: 3,000 cm 2 / g Monocalcium aluminate content: 45% by weight Gypsum: Type II anhydrous gypsum, Blaine specific surface area: 4,000 cm 2 / g Blast furnace slag: Blaine specific surface area: 4,500 cm 2 / g sulfuric acid Aluminum: Anhydride Commercially available Lithium carbonate: Commercially available Water reducing agent: Melamine-based dispersant, Commercially available Polymer emulsion: Ethylene-vinyl acetate copolymer resin powder, Commercially available thickener: Methylcellulose-based thickener, Commercially available Foaming agent: Silicone antifoaming agent, commercially available Aggregate: No. 6 silica sand
【0024】(2)水硬性組成物、モルタル試験体の調
製 水硬性組成物成分として、構成成分量を種々変えた水硬
性成分100重量部に、所定量の、硬化速度調整剤、減
水剤および高分子エマルジョン、更に必要に応じて増粘
剤および消泡剤を加えたものに更に、骨材100重量部
および水44重量部を加えて3分間混練したものをモル
タル試験体とした。各例における各成分の配合割合を表
1に示す。(2) Preparation of Hydraulic Composition and Mortar Specimen As a hydraulic composition component, a predetermined amount of a curing rate adjuster, a water reducing agent, A mortar specimen was obtained by adding 100 parts by weight of aggregate and 44 parts by weight of water to a polymer emulsion, and further adding a thickener and an antifoaming agent as needed, and kneading the mixture for 3 minutes. Table 1 shows the mixing ratio of each component in each example.
【0025】(3)モルタルの特性の測定 生成モルタル試験体について以下の測定を行ない、自己
流動性水硬性組成物の特性を評価した。各測定項目に
は、セルフレベリング材としての実用性の観点から表2
に示した合否の判定基準を設けた。 フロー値:JASS 15M−103に準拠して測定し
た。 圧縮強度:JIS R 5201に示される4×4×1
6mmの型枠にモルタルを型詰めして20℃、湿度80
%で3時間気中養生した後脱型し、更に気中(20℃、
湿度80%)または水中(20℃、湿度80%の気中で
1日間養生したものについて更に20℃水中で養生)で
所定期間追加養生した成型体について、JIS R 5
201記載の方法に則って測定した。 長さ変化率:JIS R 5201に示される4×4×
16mmの型枠にモルタルを型詰めして20℃、湿度8
0%で1日間気中養生した後脱型して得られた成型体に
ついて、JISS A 1125に示されるコンパレー
ター法により測定した。 乾燥日数:混練したモルタルを300×300mmコン
クリート板上へ厚さ10mmで流し込み硬化後、ケット
水分計にて表面水分を測定。表面水分が8%以下になる
までに要した日数を乾燥日数とした。 摩耗損量:混練したモルタルを、幅100mm×長さ7
mmの型枠に厚さ10mmで充填し、20℃、湿度80
%で7日間気中養生した後、脱型して得られた成型体を
試料とし、デーバー摩耗試験機(試験条件:摩耗輪型式
H−22 過重250g、回転数2000回)にて摩耗
損失量を測定した。 色ムラ:水硬性成分100重量部に対しFe2 O3 系赤
色顔料2重量部を追加成分として添加したモルタルを3
00×300mmコンクリート板上へ厚さ10mmで流
し込み、20℃、湿度65%で28日養生した後、目視
による観察を行なった。色ムラの観察されないものを
良、観察されるものを不良とした。 モルタル特性の測定結果を表2に示す。(3) Measurement of Properties of Mortar The following measurement was performed on the formed mortar specimen, and the properties of the self-flowing hydraulic composition were evaluated. Table 2 shows each measurement item from the viewpoint of practicality as a self-leveling material.
The criteria for pass / fail shown in (1) are provided. Flow value: Measured according to JASS 15M-103. Compressive strength: 4 × 4 × 1 specified in JIS R5201
Mortar is packed in a 6mm mold at 20 ° C and 80% humidity.
% For 3 hours in air, then demolded and further air (20 ° C,
A molded article additionally cured for a predetermined period of time in water (80% humidity) or water (cured for 1 day in air at 20 ° C. and 80% humidity) and further cured in water at 20 ° C. according to JIS R5
The measurement was performed according to the method described in No. 201. Length change rate: 4 × 4 × specified in JIS R5201
Mortar is packed in a 16mm mold at 20 ° C, humidity 8
The molded product obtained by removing the mold after air curing at 0% for one day was measured by the comparator method described in JISS A1125. Drying days: The kneaded mortar was poured at a thickness of 10 mm onto a 300 × 300 mm concrete plate and cured, and the surface moisture was measured with a ket moisture meter. The number of days required for the surface moisture to become 8% or less was defined as the number of dry days. Abrasion loss: The kneaded mortar is 100 mm wide x 7 long.
mm in a 10 mm thick mold at 20 ° C and 80% humidity.
% For 7 days in air, and the molded body obtained by demolding was used as a sample, and the amount of wear loss was measured using a Daver abrasion tester (test condition: wear wheel model H-22, overload 250 g, rotation number 2000 times). Was measured. Color unevenness: 3 parts of mortar obtained by adding 2 parts by weight of Fe 2 O 3 red pigment as an additional component to 100 parts by weight of hydraulic component
The mixture was poured into a 00 × 300 mm concrete plate at a thickness of 10 mm, cured at 20 ° C. and a humidity of 65% for 28 days, and then visually observed. Those in which color unevenness was not observed were evaluated as good, and those in which color unevenness was observed were evaluated as poor. Table 2 shows the measurement results of the mortar characteristics.
【0026】[0026]
【表1】 [Table 1]
【0027】[0027]
【表2】 [Table 2]
【0028】表2の結果は、本発明の範囲内に含まれる
組成を有する組成物は、全ての項目について判定基準を
クリアーしておりセルフレべリング材として優れた特性
を有しているのに対し、本発明の範囲を外れる組成を有
する組成物では、ある項目では判定基準をクリアーして
も他の項目で判定基準をクリアーできず、複数の機能を
要求されるセルフレベリング材としては適当でないこと
を示している。The results in Table 2 show that the compositions having compositions falling within the scope of the present invention satisfy the criteria for all items and have excellent properties as self-leveling materials. On the other hand, in a composition having a composition out of the range of the present invention, even if the criteria are cleared in some items, the criteria cannot be cleared in other items, and the composition is not suitable as a self-leveling material requiring a plurality of functions. It is shown that.
【0029】[0029]
【発明の効果】本発明の自己流動性水硬性組成物は、セ
ルフレベリング材として十分な流動性を有しているだけ
でなく、十分な長さの流動保持時間が確保できることか
ら打設作業性に優れているだけでなく、速硬性、速乾性
にも優れていることから工期短縮、例えば、施工当日の
軽歩行・表面仕上げも可能になる。加えて、耐摩耗性、
寸法安定性特性、強度等硬化体特性の面でも優れ、直接
仕上げ材としても使用可能である。また、色むらなく着
色することも可能である。The self-flowing hydraulic composition of the present invention not only has a sufficient flowability as a self-leveling material, but also has a sufficient flow holding time, so that the workability of the setting work can be ensured. In addition to being excellent in hardness, it is also excellent in quick-hardening and quick-drying properties, so that it is possible to shorten the construction period, for example, light walking and surface finishing on the day of construction. In addition, wear resistance,
It has excellent dimensional stability properties and cured body properties such as strength, and can be used as a direct finishing material. In addition, it is possible to color evenly.
【図1】 炭酸リチウム、硫酸アルミニウムが、アルミ
ナセメントの水和反応に及ぼす効果を示す図である。FIG. 1 is a diagram showing the effects of lithium carbonate and aluminum sulfate on the hydration reaction of alumina cement.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI // C04B 111:62 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI // C04B 111: 62
Claims (10)
よりなる水硬性成分、硫酸アルミニウムおよびリチウム
塩よりなる凝結調整剤、高分子エマルジョン、および、
減水剤よりなる自己流動性水硬性組成物。1. A hydraulic component consisting of alumina cement, gypsum and blast furnace slag, a setting regulator consisting of aluminum sulfate and a lithium salt, a polymer emulsion, and
A self-flowing hydraulic composition comprising a water reducing agent.
量部に対して、石膏25〜120重量部および高炉スラ
グ15〜400重量部よりなる、請求項1に記載の自己
流動性水硬性組成物。2. The self-flowing hydraulic composition according to claim 1, wherein the hydraulic component comprises 25 to 120 parts by weight of gypsum and 15 to 400 parts by weight of blast furnace slag based on 100 parts by weight of alumina cement.
ム、硫酸リチウム、硝酸リチウム、水酸化リチウム、酢
酸リチウム、酒石酸リチウム、リンゴ酸リチウム、クエ
ン酸リチウムである、請求項1または2に記載の自己流
動性水硬性組成物。3. The self-flowing liquid according to claim 1, wherein the lithium salt is lithium carbonate, lithium chloride, lithium sulfate, lithium nitrate, lithium hydroxide, lithium acetate, lithium tartrate, lithium malate or lithium citrate. Hydraulic composition.
ル比が1〜50である、請求項1から3までの何れかに
記載の自己流動性水硬性組成物。4. The self-flowing hydraulic composition according to claim 1, wherein the molar ratio of aluminum sulfate to lithium salt is from 1 to 50.
水硬性成分100重量部に対して0.05〜5重量部で
ある、請求項1から4までの何れかに記載の自己流動性
水硬性組成物。5. The combined amount of aluminum sulfate and lithium salt is as follows:
The self-flowing hydraulic composition according to any one of claims 1 to 4, wherein the amount is 0.05 to 5 parts by weight based on 100 parts by weight of the hydraulic component.
00重量部に対して1〜25重量部である、請求項1か
ら5までの何れかに記載の自己流動性水硬性組成物。6. The amount of the hydraulic component 1
The self-flowing hydraulic composition according to any one of claims 1 to 5, which is 1 to 25 parts by weight based on 00 parts by weight.
対して0.1〜5重量部である、請求項1から6までの
何れかに記載の自己流動性水硬性組成物。7. The self-flowing hydraulic composition according to claim 1, wherein the amount of the water reducing agent is 0.1 to 5 parts by weight based on 100 parts by weight of the hydraulic component.
よりなりアルミナセメント100重量部に対する割合が
石膏25〜120重量部、高炉スラグ15〜400重量
部である水硬性成分、硫酸アルミニウムおよび炭酸リチ
ウムよりなり硫酸アルミニウムと炭酸リチウムの合量
が、水硬性成分100重量部に対して0.05〜5重量
部であり、且つ炭酸リチウムに対する硫酸アルミニウム
のモル比が1〜50である凝結調整剤、水硬性成分10
0重量部に対して1〜25重量部の高分子エマルジョ
ン、および、水硬性成分100重量部に対して0.1〜
5重量部の減水剤よりなる自己流動性水硬性組成物。8. A hydraulic component comprising aluminum cement, gypsum and blast furnace slag in a proportion of 25 to 120 parts by weight of gypsum and 15 to 400 parts by weight of blast furnace slag to 100 parts by weight of alumina cement, aluminum sulfate and lithium carbonate. A coagulation modifier, wherein the total amount of aluminum and lithium carbonate is 0.05 to 5 parts by weight with respect to 100 parts by weight of the hydraulic component, and the molar ratio of aluminum sulfate to lithium carbonate is 1 to 50; 10
1 to 25 parts by weight of the polymer emulsion based on 0 parts by weight, and 0.1 to 100 parts by weight of the hydraulic component.
A self-flowing hydraulic composition comprising 5 parts by weight of a water reducing agent.
流動性水硬性組成物に、更に、増粘剤、消泡剤および増
量材から選ばれる一種または二種以上を添加して成る自
己流動性水硬性組成物。9. The self-flowing hydraulic composition according to any one of claims 1 to 8, further comprising one or more selected from a thickener, an antifoaming agent and a filler. Self-flowing hydraulic composition comprising:
己流動性水硬性組成物に、更に、骨材および水を添加し
て成る、モルタルまたはコンクリート。10. A mortar or concrete obtained by further adding an aggregate and water to the self-flowing hydraulic composition according to any one of claims 1 to 9.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34234097A JP3478103B2 (en) | 1996-12-20 | 1997-12-12 | Self-flowing hydraulic composition |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8-341778 | 1996-12-20 | ||
JP34177896 | 1996-12-20 | ||
JP34234097A JP3478103B2 (en) | 1996-12-20 | 1997-12-12 | Self-flowing hydraulic composition |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH10231165A true JPH10231165A (en) | 1998-09-02 |
JP3478103B2 JP3478103B2 (en) | 2003-12-15 |
Family
ID=26577053
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34234097A Expired - Fee Related JP3478103B2 (en) | 1996-12-20 | 1997-12-12 | Self-flowing hydraulic composition |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3478103B2 (en) |
Cited By (16)
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---|---|---|---|---|
JP2000109831A (en) * | 1998-10-01 | 2000-04-18 | Ube Ind Ltd | Solidifying material for wet soil and method for improving solidification of wet soil |
JP2000109832A (en) * | 1998-10-01 | 2000-04-18 | Ube Ind Ltd | Solidifying material for wet soil and method for improving solidification of wet soil |
JP2003020263A (en) * | 2001-07-09 | 2003-01-24 | Toli Corp | Self-levelling plaster |
JP2004300017A (en) * | 2003-03-20 | 2004-10-28 | Ube Ind Ltd | High strength hydraulic composition |
WO2005003060A1 (en) * | 2003-06-24 | 2005-01-13 | Shimanovich Semyon A | Chemical admixture for cementitious compositions |
JP2005239491A (en) * | 2004-02-26 | 2005-09-08 | Ube Ind Ltd | High strength hydraulic composition |
JP2006282442A (en) * | 2005-03-31 | 2006-10-19 | Taiheiyo Material Kk | Quick-setting and high-fluidity mortar |
JP2006298663A (en) * | 2005-04-15 | 2006-11-02 | Ube Ind Ltd | Repairable mortars and their cured products |
JP2008115062A (en) * | 2006-11-08 | 2008-05-22 | Ube Ind Ltd | Hydraulic composition |
JP2008162837A (en) * | 2006-12-27 | 2008-07-17 | Ube Ind Ltd | Self-flowing hydraulic composition |
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JP2009184867A (en) * | 2008-01-08 | 2009-08-20 | Ube Ind Ltd | Hydraulic composition |
CN102775086A (en) * | 2012-08-13 | 2012-11-14 | 曲阜中联水泥有限公司 | Application of lithium slag as coagulant in low alkali sulfur aluminate cement |
EP2808312A1 (en) | 2013-05-23 | 2014-12-03 | Shin-Etsu Chemical Co., Ltd. | Self-leveling composition |
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JP2000109831A (en) * | 1998-10-01 | 2000-04-18 | Ube Ind Ltd | Solidifying material for wet soil and method for improving solidification of wet soil |
JP2000109832A (en) * | 1998-10-01 | 2000-04-18 | Ube Ind Ltd | Solidifying material for wet soil and method for improving solidification of wet soil |
JP2003020263A (en) * | 2001-07-09 | 2003-01-24 | Toli Corp | Self-levelling plaster |
JP2004300017A (en) * | 2003-03-20 | 2004-10-28 | Ube Ind Ltd | High strength hydraulic composition |
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JP2006282442A (en) * | 2005-03-31 | 2006-10-19 | Taiheiyo Material Kk | Quick-setting and high-fluidity mortar |
JP2006298663A (en) * | 2005-04-15 | 2006-11-02 | Ube Ind Ltd | Repairable mortars and their cured products |
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JP2008162837A (en) * | 2006-12-27 | 2008-07-17 | Ube Ind Ltd | Self-flowing hydraulic composition |
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US7588635B2 (en) | 2007-02-19 | 2009-09-15 | Shin-Etsu Chemical Co., Ltd. | Hydraulic composition |
EP1964826B1 (en) | 2007-02-19 | 2018-11-07 | Shin-Etsu Chemical Co., Ltd. | Self-levelling, hydraulic compositions and use thereof |
JP2009184867A (en) * | 2008-01-08 | 2009-08-20 | Ube Ind Ltd | Hydraulic composition |
CN102775086A (en) * | 2012-08-13 | 2012-11-14 | 曲阜中联水泥有限公司 | Application of lithium slag as coagulant in low alkali sulfur aluminate cement |
EP2808312A1 (en) | 2013-05-23 | 2014-12-03 | Shin-Etsu Chemical Co., Ltd. | Self-leveling composition |
EP3015438A1 (en) * | 2014-10-30 | 2016-05-04 | Bostik Sa | Hydraulic binder made of cast blast-furnace granulated slag with improved curing and hardening |
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JP2017227044A (en) * | 2016-06-22 | 2017-12-28 | 宇部興産株式会社 | Concrete floor structure and construction method thereof |
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