JPH1179802A - Powdery self-leveling cement composition and its production - Google Patents

Powdery self-leveling cement composition and its production

Info

Publication number
JPH1179802A
JPH1179802A JP23373197A JP23373197A JPH1179802A JP H1179802 A JPH1179802 A JP H1179802A JP 23373197 A JP23373197 A JP 23373197A JP 23373197 A JP23373197 A JP 23373197A JP H1179802 A JPH1179802 A JP H1179802A
Authority
JP
Japan
Prior art keywords
polyether
fluidizing agent
silica
silica sand
cement
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
Application number
JP23373197A
Other languages
Japanese (ja)
Other versions
JP3982019B2 (en
Inventor
Hideho Tanaka
秀穂 田中
Kunio Watanabe
邦夫 渡辺
Hideki Ichihashi
秀樹 市橋
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.)
Ube Corp
Original Assignee
Ube Industries 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 Ube Industries Ltd filed Critical Ube Industries Ltd
Priority to JP23373197A priority Critical patent/JP3982019B2/en
Publication of JPH1179802A publication Critical patent/JPH1179802A/en
Application granted granted Critical
Publication of JP3982019B2 publication Critical patent/JP3982019B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10Coating or impregnating
    • C04B20/1018Coating or impregnating with organic materials
    • C04B20/1029Macromolecular compounds
    • C04B20/1037Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0068Ingredients with a function or property not provided for elsewhere in C04B2103/00
    • C04B2103/0079Rheology influencing agents
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/60Flooring materials
    • C04B2111/62Self-levelling compositions

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To obtain the subject composition easy in a kneading work at a building site, little in the deterioration of flowability with the passage of time and excellent in initial flowability and working characteristics by mixing a cement with silica to whose surface a polyether-based fluidizing agent is adhered. SOLUTION: Silica having particle diameters in a particle diameter range of 10-2,000 μm and having an average particle diameter of 50-500 μm is immersed in the aqueous solution of a polyether-based fluidizing agent, dehydrated and subsequently dried to obtain the silica to whose surface the polyether-based fluidizing agent is adhered in an amount of 0.1-100 pts.wt. per 100 pts.wt. of the silica. The silica is compounded with a cement so that a value of (cement)/[(cement)f(silica to whose surface the polyether-based fluidizing agent is adhered)] is 55-65 wt.%. The silica to whose surface the polyether-based fluidizing agent is adhered may be mixed with silica to whose surface the polyether-based fluidizing agent is not adhered, so that the amount of the polyether-based fluidizing agent is 0.1-5 pts.wt., preferably 0.5-3 pts.wt., per 100 pts.wt. of the total amount of the silica.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、一般建造物の床下
地材として使用されるセルフレベリング性を有するセメ
ント組成物に関する。具体的には、構成各成分が粉状で
存在するため施工現場における混練が容易であるだけで
なく、混練後に優れた流動特性を示すセルフレベリング
材を与えるセルフレベリング性セメント組成物に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a self-leveling cement composition used as a flooring material for general buildings. Specifically, the present invention relates to a self-leveling cement composition that not only facilitates kneading at a construction site because each component is present in a powder form, but also provides a self-leveling material having excellent flow characteristics after kneading.

【0002】[0002]

【従来の技術】セルフレベリング材は、そのスラリーの
供給方式から現場混練型と工場混練型とに分類されるが
[例えば、佐藤,”SL材の現状と展望”,建築仕上技
術,5月号,P.79,(1992)]、夫々に一長一
短がある。例えば、工場混練型では、施工現場での混練
が必要でなく、且つ各成分の配合の厳密な管理が可能で
あるが、スラリーのポットライフが有限であるため、工
場(調製)〜現場(施工)間の材料移動時間に絶えず注
意を払わねばならないと云う大きな欠点を有する。これ
に対し、現場混練型ではそのような心配は一切無用であ
る代わり、当然のことながら、施工現場における各種成
分の添加・混練が必要となるが、成分中における液体成
分の存在が作業性の大幅な低下をもたらす欠点を有して
いる。また、流動化剤等、少量の添加で大きな効果の発
現する添加剤については、厳密な成分管理が可能な工場
で予め添加・調製されていることが望ましいが、そを実
現する上でも、セメント組成物中に液状成分が存在する
ことは障害になっていた。以上のことから、現場混練を
可能にするために、流動化剤を含む全ての成分が粉体で
供給されるセメント組成物の提供が強く要求されていた
のである。
2. Description of the Related Art Self-leveling materials are classified into an on-site kneading type and a factory kneading type according to a slurry supply method. [For example, Sato, "The Current State and Prospects of SL Materials", Architectural Finishing Technology, May issue. , P. 79, (1992)], each of which has advantages and disadvantages. For example, the factory kneading type does not require kneading at the construction site, and can strictly control the blending of each component. However, since the pot life of the slurry is finite, the factory (preparation) to the site (construction) The major disadvantage is that attention must be constantly paid to the material transfer time between the two. On the other hand, in the case of the on-site kneading type, such worries are completely unnecessary. Instead, it is necessary to add and knead various components at the construction site. It has the disadvantage of causing a significant reduction. In addition, it is desirable that additives that exert a large effect when added in small amounts, such as fluidizers, be added and prepared in advance at a factory where strict component management is possible. The presence of liquid components in the composition has been an obstacle. From the above, there has been a strong demand for providing a cement composition in which all components including a fluidizing agent are supplied in powder form in order to enable on-site kneading.

【0003】セメントを初めとする各種の無機質成分
は、当然、粉体状態での供給が可能であり、各種有機質
添加剤についても、減水剤、消泡剤、増粘剤等は粉状固
体での供給が可能である。しかし、セルフレベリング性
セメント組成物においてセルフレベリング性を確保する
上で必要不可欠な成分である流動化剤については、その
側鎖に長鎖のアルキルエーテル基を有するいわゆる各種
のポリエーテル系流動化剤が知られているが、これ等の
ポリエーテル系流動化剤は常温では粘着性の有る液状物
質であることから、これ等自身を粉状にすることが非常
に困難であり、そのままの形で現場混練型セルフレベリ
ング材に供することはできない。この問題を解決する手
段として特開平6−239652号公報には、液状の流
動化剤であるポリカルボン酸系共重合体を無機粉体に付
着させて粉状化する方法が開示されている。この方法で
は、確かに粉状化は可能であるけれども、使用する無機
粉体が例えば超微粉シリカ等の超微粉体であるために、
粘着性のある液状流動化剤を付着させて粉状化すること
が著しく困難であると云う問題を残したものであった。
Naturally, various inorganic components such as cement can be supplied in a powder state. Regarding various organic additives, water reducing agents, defoamers, thickeners, etc. are powdered solids. Can be supplied. However, regarding the fluidizing agent, which is an essential component in ensuring self-leveling properties in the self-leveling cement composition, so-called various polyether-based fluidizing agents having a long-chain alkyl ether group in a side chain thereof. However, since these polyether-based fluidizing agents are sticky liquid substances at normal temperature, it is very difficult to powder these substances themselves. It cannot be used for on-site kneading type self-leveling materials. As means for solving this problem, Japanese Patent Application Laid-Open No. 6-239652 discloses a method in which a polycarboxylic acid-based copolymer, which is a liquid fluidizing agent, is adhered to inorganic powder to form a powder. In this method, powdering is certainly possible, but since the inorganic powder used is an ultrafine powder such as ultrafine silica,
However, there remains a problem that it is extremely difficult to apply a sticky liquid fluidizing agent to form a powder.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記した従
来技術が抱えていた問題点が解決されたセルフレベリン
グ性セメント組成物、すなわち、流動化剤を成分として
含みながらも粉状であるため施工現場での混練が容易で
あり、且つ、混練後に良好な流動特性を有するセルフレ
ベリング材を与える粉状セルフレベリング性セメント組
成物を提供すること、及び、該粉状セルフレベリング性
セメント組成物の容易な製造を可能にする製造方法の提
供を目的とする。
SUMMARY OF THE INVENTION The present invention provides a self-leveling cement composition in which the above-mentioned problems of the prior art have been solved, that is, a powdery composition containing a fluidizing agent as a component. It is easy to knead at a construction site, and to provide a powdery self-leveling cement composition that provides a self-leveling material having good flow characteristics after kneading, and of the powdery self-leveling cement composition An object of the present invention is to provide a manufacturing method that enables easy manufacturing.

【0005】[0005]

【課題を解決するための手段】本発明者等は、けい砂が
粘着性ポリエーテル系流動化剤を固定化するのに最適な
物質であり、ポリエーテル系流動化剤を付着させたけい
砂とセメントからなるセメント組成物が上記課題を解決
する手段となることを見出し、本発明を完成した。すな
わち、本発明は、セメント、及び、ポリエーテル系流動
化剤をその表面に付着させたけい砂とからなる粉状セル
フレベリング性セメント組成物に関する。また、本発明
は、ポリエーテル系流動化剤水溶液によってけい砂を処
理した後、脱水乾燥して該ポリエーテル系流動化剤が付
着したけい砂を得、ポリエーテル系流動化剤付着した該
けい砂とセメントを混合する粉状セルフレベリング性セ
メント組成物の製造方法に関する。
SUMMARY OF THE INVENTION The present inventors have reported that silica sand is the most suitable substance for immobilizing a sticky polyether-based fluidizing agent, and that silica sand having a polyether-based fluidizing agent attached thereto. The present inventors have found that a cement composition composed of cement and cement is a means for solving the above-mentioned problems, and completed the present invention. That is, the present invention relates to a powdery self-leveling cement composition comprising cement and silica sand having a polyether-based fluidizing agent adhered to its surface. Further, the present invention provides a method of treating silica sand with an aqueous solution of a polyether-based fluidizing agent, followed by dehydration and drying to obtain silica sand to which the polyether-based fluidizing agent has adhered. The present invention relates to a method for producing a powdery self-leveling cement composition in which sand and cement are mixed.

【0006】[0006]

【発明の実施の形態】以下に、本発明を詳しく説明す
る。本発明の粉状セルフレベリング性セメント組成物に
おいてもセメントは主成分であるが、本発明に使用する
セメントとしては、普通、早強、超早強等のポルトラン
ドセメント、これ等ポルトランドセメントに高炉スラ
グ、シリカ、フライアッシュ等を混合した各種の混合セ
メント、アルミナセメント、速硬セメント等、一般によ
く知られたものを挙げることができる。又、これ等の混
合物を使用することも可能である。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail. The cement is also a main component in the powdery self-leveling cement composition of the present invention. However, as the cement used in the present invention, portland cements such as ordinary, early-strength, ultra-high-strength, etc. , Silica, fly ash and the like, various kinds of mixed cements, alumina cements, quick-setting cements, and the like can be used. It is also possible to use mixtures of these.

【0007】けい砂はSiO2 を90重量%以上含む石
英粒を主とする砂であり、天然けい砂、蛙目けい砂、人
造けい砂等各種のものが知られているが、その何れもが
使用できる。また、その粒径範囲は10〜2000μm
に亘っているが、本発明に好適に用いられる粒径範囲は
平均粒径で50〜500μmの範囲である。平均粒径が
50μm未満だと、付着させるポリエーテル系流動化剤
の種類によっては、けい砂に付着させて粉状にすること
が困難になる場合があり、また、平均粒径が500μm
より大きい場合、施行後のセルフレベリング材表面外観
が損なわれたり、平滑性や強度が低下する場合がある。
[0007] Quartz sand is a sand mainly composed of quartz grains containing 90% by weight or more of SiO 2 , and various kinds of sand such as natural silica sand, frog-eyed silica sand and artificial silica sand are known. Can be used. The particle size range is 10 to 2000 μm.
However, the particle size range suitably used in the present invention is in the range of 50 to 500 μm in average particle size. If the average particle size is less than 50 μm, depending on the type of the polyether-based fluidizing agent to be attached, it may be difficult to adhere to silica sand to form a powder, and the average particle size may be 500 μm.
If it is larger, the surface appearance of the self-leveling material after the treatment may be impaired, or the smoothness or strength may be reduced.

【0008】本発明で使用するポリエーテル系流動化剤
は、(A)一般式CR1 H=CR2 (CH2 x COO
(AO)n 3 [ここで、R1 、R2 はHまたはCH3
を、R3 はHまたは炭素数1〜3のアルキル基の何れか
を、Aは(CH2 2 または(CH2 3 を、xは0、
1、2の何れかを表わし、nは50〜300の整数を表
わす]で示される、側鎖に長鎖のアルキルエーテル基を
有するビニルモノマーと、(B)一般式CR4 5 =C
6 COOM1 [ここで、R4 、R5 、R6 はH、CH
3 、(CH2 y COOM2 (ここで、yは0、1、2
の何れかを、M2 はH、アルカリ金属、アルカリ土類金
属、アンモニウム、アルキルアンモニウムまたは置換ア
ルキルアンモニウムの何れかを表わす)、M1 はH、ア
ルカリ金属、アルカリ土類金属、アンモニウム、アルキ
ルアンモニウムまたは置換アルキルアンモニウムの何れ
かを表わす]で示される不飽和脂肪酸またはその誘導
体、及び/又は、(C)一般式CH2 =CR7 CH2
3 Y(ここで、R7 はHまたはCH3 を、YはH、ア
ルカリ金属、アルカリ土類金属、アンモニウム、アルキ
ルアンモニウムまたは置換アルキルアンモニウムの何れ
かを表わす)で示されるアリルスルホン酸又はその誘導
体との共重合体であり、その側鎖に長鎖のアルキルエー
テル基を有する高分子である。
The polyether-based fluidizing agent used in the present invention comprises (A) a general formula of CR 1 H = CR 2 (CH 2 ) x COO
(AO) n R 3 [where R 1 and R 2 are H or CH 3
R 3 is H or an alkyl group having 1 to 3 carbon atoms, A is (CH 2 ) 2 or (CH 2 ) 3 , x is 0,
A vinyl monomer having a long-chain alkyl ether group in the side chain, and (B) a general formula CR 4 R 5 CC
R 6 COOM 1 [where R 4 , R 5 and R 6 are H, CH
3 , (CH 2 ) y COOM 2 (where y is 0, 1, 2,
M 2 represents H, an alkali metal, an alkaline earth metal, ammonium, an alkyl ammonium or a substituted alkyl ammonium), M 1 represents H, an alkali metal, an alkaline earth metal, ammonium, an alkyl ammonium Or a substituted alkylammonium] or a derivative thereof, and / or (C) a general formula CH 2 CRCR 7 CH 2 S
Allylsulfonic acid represented by O 3 Y (where R 7 represents H or CH 3 , Y represents any of H, an alkali metal, an alkaline earth metal, ammonium, alkylammonium and substituted alkylammonium) or It is a copolymer with a derivative and has a long chain alkyl ether group in the side chain.

【0009】本発明においては、上記(A)に属する、
側鎖に長鎖のアルキルエーテル基を有するビニルモノマ
ーと、上記(B)及び/又は(C)に属するビニルモノ
マーとの共重合体を流動化剤としてけい砂に付着させる
が、上記(A)、(B)、(C)各群に属する具体的化
合物としては、(A)メトキシポリエチレングリコー
ル、エトキシポリエチレングリコール、プロポキシポリ
エチレングリコール、メトキシポリプロピレングリコー
ル、エトキシポリプロピレングリコールまたはプロポキ
シポリプロピレングリコールとアクリル酸、メタクリル
酸、脂肪酸の脱水素化物とのエステル化物や、ポリエチ
レンオキサイドやポリプロピレンオキサイドのアクリル
酸、メタクリル酸、脂肪酸の脱水素化物への付加物、
(B)アクリル酸、メタクリル酸、クロトン酸、無水マ
レイン酸、マレイン酸、無水シトラコン酸、シトラコン
酸、フマル酸又はこれ等のアルカリ金属塩、アルカリ土
類金属塩、アンモニウム塩、アミン塩、置換アミン塩、
(C)アリルあるいは置換アリルスルホン酸又はその誘
導体例えば、アリルスルホン酸、メタリルスルホン酸又
はこれらのアルカリ金属塩、アルカリ土類金属塩、アン
モニウム塩、アミン塩、置換アミン塩を挙げることがで
きる。
In the present invention, the above-mentioned (A)
A copolymer of a vinyl monomer having a long-chain alkyl ether group in the side chain and a vinyl monomer belonging to the above (B) and / or (C) is adhered to silica sand as a fluidizing agent. , (B) and (C) specific compounds belonging to each group include (A) methoxy polyethylene glycol, ethoxy polyethylene glycol, propoxy polyethylene glycol, methoxy polypropylene glycol, ethoxy polypropylene glycol or propoxy polypropylene glycol and acrylic acid, methacrylic acid. , Esterification of fatty acid with dehydrogenated product, and addition of polyethylene oxide or polypropylene oxide to acrylic acid, methacrylic acid, fatty acid dehydrogenated product,
(B) acrylic acid, methacrylic acid, crotonic acid, maleic anhydride, maleic acid, citraconic anhydride, citraconic acid, fumaric acid or an alkali metal salt thereof, an alkaline earth metal salt, an ammonium salt, an amine salt, a substituted amine salt,
(C) Allyl or substituted allyl sulfonic acid or a derivative thereof, for example, allyl sulfonic acid, methallyl sulfonic acid, or an alkali metal salt, an alkaline earth metal salt, an ammonium salt, an amine salt, or a substituted amine salt thereof.

【0010】上記(A)に属するビニルモノマーと、同
じく上記(B)及び/又は(C)に属するビニルモノマ
ーとから形成されるポリエーテル系共重合体は常温では
固体ではなく、水に可溶な粘着性のある液状物質であ
る。本発明の特徴は、上記ポリエーテル系共重合体を流
動化剤としてけい砂に付着させて固定化することにあ
り、これ等ポリエーテル系共重合体を一種または二種類
以上の混合物として用いることになるが、これ等ポリエ
ーテル系共重合体の一種又は複数種を含むセメント用流
動化剤水溶液が各種市販されており、それを利用するの
が最も便利な方法である。
The polyether copolymer formed from the vinyl monomer belonging to the above (A) and the vinyl monomer also belonging to the above (B) and / or (C) is not solid at room temperature but is soluble in water. It is a highly viscous liquid substance. The feature of the present invention resides in that the above-mentioned polyether-based copolymer is adhered to silica sand as a fluidizing agent and immobilized, and these polyether-based copolymers are used as one kind or a mixture of two or more kinds. However, various cement fluidizer aqueous solutions containing one or more of these polyether copolymers are commercially available, and the most convenient method is to use them.

【0011】ポリエーテル系流動化剤をけい砂に付着さ
せて固定化することは、上記ポリエーテル系流動化剤の
水溶液とけい砂とを接触させた後、乾燥して水を除去す
る極めて簡便な方法によって達成できる。具体的な方法
としては、噴霧乾燥法、流動乾燥法、コーティング法な
ど従来公知の方法が何れも問題なく適用できる。使用す
る水溶液の濃度は、使用するポリエーテル系流動化剤の
種類にもよるが、付着の均一性、固定化処理の操作性の
点から、10〜50重量%程度とするのが好ましい。こ
うして得られるポリエーテル系流動化剤が付着したけい
砂では、付着しているポリエーテル系流動化剤の量が、
けい砂100重量部に対して0.1〜100重量部の範
囲にあるようにすることが好ましい。この値が0.1重
量部未満であると水を加えてスラリー化した後の流動性
改良効果が充分発現せず、また、この値が100重量部
より大きいと、ポリエーテル系流動化剤種によってはけ
い砂の塊状物が形成されて均一なスラリーが得難くなっ
たり、けい砂がべとつき、取扱い難くなる等の問題が生
じることがある。
[0011] The fixation of the polyether-based fluidizing agent by adhering it to silica sand is very simple in that an aqueous solution of the polyether-based fluidizing agent is brought into contact with silica sand and then dried to remove water. Can be achieved by the method As a specific method, any of conventionally known methods such as a spray drying method, a fluid drying method, and a coating method can be applied without any problem. The concentration of the aqueous solution to be used depends on the type of the polyether-based fluidizing agent to be used, but is preferably about 10 to 50% by weight from the viewpoint of uniformity of adhesion and operability of the immobilization treatment. In the silica sand to which the polyether-based fluidizing agent thus obtained adheres, the amount of the attached polyether-based fluidizing agent is
It is preferable that the amount be in the range of 0.1 to 100 parts by weight based on 100 parts by weight of silica sand. If this value is less than 0.1 parts by weight, the effect of improving the fluidity after slurrying by adding water is not sufficiently exhibited, and if this value is more than 100 parts by weight, the polyether-based fluidizing agent In some cases, problems such as formation of silica sand lumps, making it difficult to obtain a uniform slurry, and adhesion of silica sand, making handling difficult, may occur.

【0012】本発明の粉状セルフレベリング性セメント
組成物は、セメントと上記のポリエーテル系流動化剤を
その表面に付着したけい砂とから構成されるが、それら
の配合割合は、(セメント)/[(セメント)+(ポリ
エーテル系流動化剤をその表面に付着させたけい砂)]
の値が55〜65重量%の範囲にあることが望ましい。
また、上記のポリエーテル系流動化剤をその表面に付着
したけい砂に、ポリエーテル系流動化剤がその表面に付
着していないけい砂を加えても良い。ポリエーテル系流
動化剤がその表面に付着していないけい砂の添加量は、
ポリエーテル系流動化剤がその表面に付着しているけい
砂におけるポリエーテル系流動化剤の付着量及び(セメ
ント)/[(セメント)+(ポリエーテル系流動化剤を
その表面に付着させたけい砂)]比によるが、存在する
けい砂全体を100重量部としたとき、それに対するポ
リエーテル系流動化剤の量が0.1〜5重量部、より好
ましくは0.5〜3重量部となるようにするのが良い。
The powdery self-leveling cement composition of the present invention is composed of cement and silica sand having the above-mentioned polyether-based fluidizing agent adhered to its surface. / [(Cement) + (silica sand with polyether fluidizer attached to its surface)]
Is preferably in the range of 55 to 65% by weight.
Alternatively, silica sand having no polyether-based fluidizing agent attached to its surface may be added to silica sand having the above-mentioned polyether-based fluidizing agent attached to its surface. The amount of silica sand that the polyether fluidizer does not adhere to its surface is
The amount of the polyether-based fluidizer adhered to the silica sand having the polyether-based fluidizer adhered to its surface and (cement) / [(cement) + (the polyether-based fluidizer was adhered to the surface) Silica sand)], depending on the ratio, when the total amount of the existing silica sand is 100 parts by weight, the amount of the polyether-based fluidizing agent is preferably 0.1 to 5 parts by weight, more preferably 0.5 to 3 parts by weight. It is better to be.

【0013】本発明の粉状セルフレベリング性セメント
組成物は、上記のセメントと、ポリエーテル系流動化剤
をその表面に付着したけい砂の必須成分に加えて、その
効果を損なわない範囲内で石膏や生石灰などの水硬性物
質、炭酸カルシウム、シリカなどの微粉無機物質等を添
加しても何等差し支えない。更に本発明では、これら成
分の他に、公知の常温で固体で存在する有機系添加剤例
えば、AE剤、AE減水剤、高性能減水剤の他、シリコ
ン系、エステル系、エーテル系等の消泡剤、非イオン系
セルロース誘導体、ポリアクリルアミド、ポリエチレン
オキサイド等の増粘剤の一般的に使われている量を添加
することができる。特に、セルフレベリング材とした際
に流動性と可使時間の適切なバランスが要求されるセル
フレベリング性セメント組成物においては、糖類、オキ
シカルボン酸またはそのアルカリ金属塩、リグニンスル
ホン酸のアルカリ金属塩、硫酸アルミニウム、アルカリ
金属炭酸塩等、常温で固体の有機系または無機系凝結速
度調整剤を、セメント組成物中の水硬性成分100重量
部に対して0.05〜5重量部添加することは好ましい
結果をもたらす。
[0013] The powdery self-leveling cement composition of the present invention comprises the above cement and a polyether-based fluidizing agent added to the essential components of silica sand adhered to the surface thereof within a range that does not impair the effect. There is no problem even if a hydraulic substance such as gypsum or quick lime, or a fine inorganic substance such as calcium carbonate or silica is added. Furthermore, in the present invention, in addition to these components, known organic additives existing as a solid at normal temperature, such as AE agents, AE water reducing agents, high-performance water reducing agents, and silicone-based, ester-based, ether-based, etc. A commonly used amount of a thickener such as a foaming agent, a nonionic cellulose derivative, polyacrylamide, or polyethylene oxide can be added. Particularly, in a self-leveling cement composition in which an appropriate balance between fluidity and pot life is required when used as a self-leveling material, saccharides, oxycarboxylic acids or alkali metal salts thereof, and alkali metal salts of ligninsulfonic acid are used. It is not possible to add 0.05 to 5 parts by weight of an organic or inorganic setting rate modifier which is solid at room temperature, such as aluminum sulfate and alkali metal carbonate, to 100 parts by weight of the hydraulic component in the cement composition. Produces favorable results.

【0014】本発明の粉状セルフレベリング性セメント
組成物は、ポリエーテル系流動化剤についてのみ予めけ
い砂に付着させたものを使用する以外は、それぞれ単独
の状態で存在する、必須成分であるセメント及びポリエ
ーテル系流動化剤を付着させたけい砂、及び、適宜使用
されるその他の添加剤の規定量を、使用に際して混合し
ても良いが、これ等成分の内の複数又は全てが既に混合
された状態(プレミックス)から成っていても良い。後
者の場合、複数または全成分の混合は、通常の粉体混合
機等の乾式混合装置を使用することによって容易に行な
うことができる。
The powdery self-leveling cement composition of the present invention is an essential component that exists in a single state, except that only a polyether-based fluidizing agent which is previously adhered to silica sand is used. Quartz sand with cement and polyether-based fluidizer attached thereto, and the specified amount of other additives used as appropriate may be mixed at the time of use, but a plurality or all of these components are already used. It may be composed of a mixed state (premix). In the latter case, the mixing of a plurality or all of the components can be easily performed by using a dry mixing device such as an ordinary powder mixer.

【0015】本発明の粉状セルフレベリング性セメント
組成物の使用に当たっては、該組成物100重量部に対
し20〜30重量部の水を加えて公知の湿式混連方法で
混練することよって容易にセルフレベリング材とするこ
とができ、直ちに施工することができる。なお組成物の
形態が全成分が既に含まれている単一プレミックス以外
である場合には、プレミックス組成物には含まれていな
い成分の規定量を添加・混合することが必要となるが、
何れも粉体であるためこれは容易に行なうことが可能で
あり、又、各成分の添加順序には何ら制限はない。
The powdery self-leveling cement composition of the present invention can be easily prepared by adding 20 to 30 parts by weight of water to 100 parts by weight of the composition and kneading the mixture by a known wet mixing method. It can be a self-leveling material and can be installed immediately. When the form of the composition is other than a single premix in which all the components are already contained, it is necessary to add and mix a specified amount of the components not contained in the premix composition. ,
Since both are powders, this can be easily performed, and there is no restriction on the order of addition of each component.

【0016】以下に具体的例を挙げて、本発明を更に詳
しく説明する。
Hereinafter, the present invention will be described in more detail with reference to specific examples.

【実施例】【Example】

実施例1 ポリエーテル系流動化剤水溶液[花王社製、商品名:マ
イティ3000H(前述した(A)、(B)及び(C)
各群に属するモノマーの共重合体の20重量%水溶液]
40gとけい砂(平均粒径150μm)300gとを混
合した後、40℃で3時間真空乾燥してけい砂100g
当り2.7gのポリエーテル系流動化剤が付着したけい
砂を得た。この、ポリエーテル系流動化剤が付着したけ
い砂300重量部に、ポルトランドセメント360重量
部、フライアッシュ70重量部、炭酸カルシウム245
重量部、無水石膏25重量部、遅延剤(粉状)4重量
部、消泡剤(粉状)0.6重量部、及び増粘剤(粉状)
0.6重量部を添加し、粉体混合機を使用して混合し
て、粉状セルフレベリング性セメント組成物を得た。次
に、この粉状セルフレベリング性セメント組成物100
重量部と水24重量部とを撹拌機を用いて3分間混練
し、セルフレベリング材を調製した。調製したセルフレ
ベリング材については次の方法で特性を測定し、評価を
行なった。尚、測定はすべて温度20±2℃、湿度65
±5%RHにおいて行った。 (1)フロー値 塩化ビニル製平板の上に置かれた内径50mm、高さ5
1mmの塩化ビニル製パイプ(内容積:100ml)の
中に、調製したセルフレベリング材を調製後直ちに充填
した後、前記パイプを静かに上に引き上げて取り去っ
た。平板上に拡がったセルフレベリング材の長径と短径
とを測定し、それらの平均値をフロー値とした。 (2)セルフレベリング性(フローロス) 平板の上に置かれた底辺25mm、高さ27mmの矩型
断面を有するアルミ性樋の片端部分(内容積:100m
l)に堰を設け、その中に調製したセルフレベリング材
を調製後直ちに充填した。充填直後(経過時間0分後と
する)、10分後、20分後及び30分後に、それぞれ
堰を除去した場合の流動距離(堰からの距離)を測定
し、流動性の経時変化を測定した。結果を表1に示す。
Example 1 A polyether-based fluidizing agent aqueous solution [manufactured by Kao Corporation, trade name: Mighty 3000H ((A), (B) and (C) described above)
20% by weight aqueous solution of a copolymer of monomers belonging to each group]
After mixing 40 g and 300 g of silica sand (average particle size: 150 μm), the mixture was vacuum-dried at 40 ° C. for 3 hours and 100 g of silica sand was mixed.
2.7 g of silica sand to which 2.7 g of a polyether-based fluidizing agent adhered was obtained. To 300 parts by weight of silica sand to which the polyether-based fluidizing agent adhered, 360 parts by weight of Portland cement, 70 parts by weight of fly ash, and 245 parts of calcium carbonate
Parts by weight, 25 parts by weight of anhydrous gypsum, 4 parts by weight of retarder (powder), 0.6 parts by weight of defoamer (powder), and thickener (powder)
0.6 parts by weight was added and mixed using a powder mixer to obtain a powdery self-leveling cement composition. Next, the powdery self-leveling cement composition 100
Parts by weight and 24 parts by weight of water were kneaded for 3 minutes using a stirrer to prepare a self-leveling material. The properties of the prepared self-leveling material were measured and evaluated by the following methods. All measurements were made at a temperature of 20 ± 2 ° C and a humidity of 65
Performed at ± 5% RH. (1) Flow value Inside diameter 50 mm, height 5 placed on a vinyl chloride flat plate
The prepared self-leveling material was filled into a 1 mm vinyl chloride pipe (internal volume: 100 ml) immediately after the preparation, and then the pipe was gently pulled up and removed. The major axis and minor axis of the self-leveling material spread on the flat plate were measured, and the average value thereof was defined as the flow value. (2) Self-leveling property (flow loss) One end of an aluminum gutter having a rectangular cross section with a base of 25 mm and a height of 27 mm placed on a flat plate (internal volume: 100 m)
A weir was provided in l), and the self-leveling material prepared therein was filled immediately after the preparation. Immediately after filling (assuming 0 minutes elapsed), after 10 minutes, 20 minutes, and 30 minutes, the flow distance (distance from the weir) when the weir is removed is measured, and the time-dependent change in fluidity is measured. did. Table 1 shows the results.

【0017】[0017]

【表1】 [Table 1]

【0018】実施例2〜4 使用したポリエーテル系流動化剤水溶液の量を25g
(実施例2)、47.5g(実施例3)、55g(実施
例4)に変え、けい砂100g当りのポリエーテル系流
動化剤付着量を夫々1.7g、3.2g及び3.7gと
した以外は実施例1と同様の方法でポリエーテル系流動
化剤の付着したけい砂を得、得られたけい砂について実
施例1と全く同様の方法でセルフレベリング材を調製
し、その特性を測定した。結果を表1に示す。
Examples 2 to 4 The amount of the aqueous polyether fluidizer solution used was 25 g.
(Example 2), 47.5 g (Example 3) and 55 g (Example 4), and the amounts of adhering polyether fluidizer per 100 g of silica sand were 1.7 g, 3.2 g and 3.7 g, respectively. Silica sand to which a polyether-based fluidizing agent was adhered was obtained in the same manner as in Example 1 except that the self-leveling material was prepared from the obtained silica sand in exactly the same manner as in Example 1. Was measured. Table 1 shows the results.

【0019】比較例1 けい砂へポリエーテル系流動化剤を付着させる操作を省
きポリエーテル系流動化剤付着量が0であるけい砂を使
用した以外は実施例1と全く同様にしてセルフレベリン
グ材を調製し、その特性を測定した。結果を表1に示
す。
Comparative Example 1 Self-leveling was carried out in exactly the same manner as in Example 1 except that the operation of adhering the polyether-based fluidizing agent to silica sand was omitted and silica sand having a polyether-based fluidizing agent adhesion amount of 0 was used. Materials were prepared and their properties were measured. Table 1 shows the results.

【0020】比較例2 ここでは、ポリエーテル系流動化剤が付着していないけ
い砂を使用し、ポリエーテル系流動化剤をセルフレベリ
ング材調製時に添加混合した場合の例を示す。先ず、ポ
リエーテル系流動化剤付着量が0であるけい砂を使用し
た以外は実施例1と全く同様の方法で粉体混合物を得
た。次に、この粉体混合物100重量部に、実施例1で
使用したポリエーテル系流動化剤水溶液4重量部と水2
0.8重量部とを実施例1と同様の方法で混練してセル
フレベリング材を調製し、実施例1と同様の方法でその
特性を測定した。結果を表1に示す。
Comparative Example 2 Here, an example is shown in which silica sand to which the polyether-based fluidizing agent is not attached is used, and the polyether-based fluidizing agent is added and mixed at the time of preparing the self-leveling material. First, a powder mixture was obtained in exactly the same manner as in Example 1 except that silica sand having a polyether-based fluidizing agent adhesion amount of 0 was used. Next, 4 parts by weight of the aqueous polyether fluidizing agent used in Example 1 and 100 parts by weight of this powder mixture
0.8 parts by weight was kneaded in the same manner as in Example 1 to prepare a self-leveling material, and its properties were measured in the same manner as in Example 1. Table 1 shows the results.

【0021】ポリエーテル系流動化剤を付着させたけい
砂を含むセメント組成物が良好な初期流動性を示すだけ
でなく、流動性の経時低下が小さい。また、水を加える
だけで、この優れた流動特性を発現させることができ
る。それに対して、ポリエーテル系流動化剤を含まない
ものは流動性が極端に低く、実用性から程遠い。また、
ポリエーテル系流動化剤を水との混合時に添加した場合
には、ここで示した厳密な管理の可能な小スケールの実
験では、流動性に関する限り、ポリエーテル系流動化剤
を予め付着させたけい砂を使用した場合と同程度の値を
示すが、これは厳密な成分管理が可能な工場混練に相当
するものであり、施工現場での作業性の改善には有効で
なく、前述したように、問題の本質的な解決にはならな
い。
The cement composition containing silica sand to which the polyether-based fluidizing agent has adhered not only exhibits good initial fluidity but also has a small decrease in fluidity with time. Also, by adding only water, the excellent flow characteristics can be exhibited. On the other hand, those containing no polyether-based fluidizer have extremely low fluidity and are far from practical. Also,
When the polyether-based fluidizer was added at the time of mixing with water, in the strictly controllable small-scale experiment shown here, the polyether-based fluidizer was previously deposited as far as fluidity was concerned. It shows the same value as that when silica sand is used, but this is equivalent to factory kneading where strict component control is possible, and it is not effective in improving workability at the construction site, as described above However, it is not an essential solution to the problem.

【0022】[0022]

【発明の効果】本発明の方法によれば、極めて容易に粉
状セルフレベリング性セメント組成物を得ることができ
る。また、本発明の方法で得られた粉状セルフレベリン
グ性セメント組成物は、施工現場において単に水を加え
て混練するだけでセルフレベリング材を与える簡便さに
加え、初期流動性に優れると共に、流動性の経時低下が
少ないため、極めて作業特性に優れたものであり、その
利用価値は高い。
According to the method of the present invention, a powdery self-leveling cement composition can be obtained very easily. Further, the powdery self-leveling cement composition obtained by the method of the present invention is excellent in initial fluidity, in addition to the simplicity of providing a self-leveling material by simply adding water and kneading at the construction site, and having excellent initial fluidity. Since the deterioration of the properties with time is small, the workability is extremely excellent, and its utility value is high.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】セメント、及び、ポリエーテル系流動化剤
をその表面に付着させたけい砂とからなる粉状セルフレ
ベリング性セメント組成物。
1. A powdery self-leveling cement composition comprising cement and silica sand having a polyether-based fluidizing agent adhered to its surface.
【請求項2】けい砂として平均粒径が50〜500μm
の範囲にあるけい砂を使用する、請求項1に記載の粉状
セルフレベリング性セメント組成物。
2. The silica sand has an average particle size of 50 to 500 μm.
The powdery self-leveling cement composition according to claim 1, wherein a silica sand having a range of (1) is used.
【請求項3】ポリエーテル系流動化剤の付着量がけい砂
100重量部に対し、0.1〜100重量部である、請
求項1又は2に記載の粉状セルフレベリング性セメント
組成物。
3. The powdery self-leveling cement composition according to claim 1, wherein the amount of the polyether-based fluidizing agent is 0.1 to 100 parts by weight based on 100 parts by weight of silica sand.
【請求項4】(セメント)/[(セメント)+(ポリエ
ーテル系流動化剤をその表面に付着させたけい砂)]で
表わしたセメントの割合が、55〜65重量%の範囲で
ある、請求項1から3までの何れかに記載の粉状セルフ
レベリング性セメント組成物。
4. The proportion of cement represented by (cement) / [(cement) + (silica sand having a polyether-based fluidizing agent adhered to its surface)] is in the range of 55 to 65% by weight. The powdery self-leveling cement composition according to any one of claims 1 to 3.
【請求項5】ポリエーテル系流動化剤水溶液によってけ
い砂を処理した後、脱水乾燥して該ポリエーテル系流動
化剤が付着したけい砂を得、ポリエーテル系流動化剤が
付着した該けい砂とセメントとを混合することを特徴と
する粉状セルフレベリング性セメント組成物の製造方
法。
5. A silica sand treated with an aqueous solution of a polyether-based fluidizing agent, dehydrated and dried to obtain silica sand to which the polyether-based fluidizing agent has adhered, and the silica to which the polyether-based fluidizing agent has adhered. A method for producing a powdery self-leveling cement composition, comprising mixing sand and cement.
JP23373197A 1997-08-29 1997-08-29 Powdery self-leveling cement composition and method for producing the same Expired - Fee Related JP3982019B2 (en)

Priority Applications (1)

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Country Status (1)

Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000047533A1 (en) * 1999-02-10 2000-08-17 Degussa Construction Chemicals Gmbh Powdery polyethercarboxylate-based polymeric compositions
JP2004300017A (en) * 2003-03-20 2004-10-28 Ube Ind Ltd High-strength hydraulic composition
JP2007326352A (en) * 2006-06-09 2007-12-20 Ube Ind Ltd Appliance for preventing separation and truck for processing cement composition

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000047533A1 (en) * 1999-02-10 2000-08-17 Degussa Construction Chemicals Gmbh Powdery polyethercarboxylate-based polymeric compositions
JP2002536289A (en) * 1999-02-10 2002-10-29 デグサ コンストラクション ケミカルズ ゲゼルシャフト ミット ベシュレンクテル ハフツング Powdered polymer composition based on polyether carboxylate
JP2004300017A (en) * 2003-03-20 2004-10-28 Ube Ind Ltd High-strength hydraulic composition
JP2007326352A (en) * 2006-06-09 2007-12-20 Ube Ind Ltd Appliance for preventing separation and truck for processing cement composition

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