JP2003321264A - Hydraulic composition and its hardened body - Google Patents

Hydraulic composition and its hardened body

Info

Publication number
JP2003321264A
JP2003321264A JP2002127382A JP2002127382A JP2003321264A JP 2003321264 A JP2003321264 A JP 2003321264A JP 2002127382 A JP2002127382 A JP 2002127382A JP 2002127382 A JP2002127382 A JP 2002127382A JP 2003321264 A JP2003321264 A JP 2003321264A
Authority
JP
Japan
Prior art keywords
hydraulic composition
reducing agent
cement
water
water reducing
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.)
Pending
Application number
JP2002127382A
Other languages
Japanese (ja)
Inventor
Akinori Hamanaka
昭徳 浜中
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.)
Taiheiyo Materials Corp
Original Assignee
Taiheiyo Materials Corp
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 Taiheiyo Materials Corp filed Critical Taiheiyo Materials Corp
Priority to JP2002127382A priority Critical patent/JP2003321264A/en
Publication of JP2003321264A publication Critical patent/JP2003321264A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

<P>PROBLEM TO BE SOLVED: To obtain a hydraulic composition which can develop a water reducing effect safely without any problem in the case that a polycarboxylic acid-based water reducing agent is used regardless of the temperature at production or construction work when obtaining a cement-based hardened body excellent in strength developability and durability by reducing a water/cement ratio using the reducing agent, and also to provide the hardened body. <P>SOLUTION: The hydraulic composition comprises (A) the polycarboxylic acid-based water reducing agent, (B) a cement, and (C) an alkaline (earth) metal slat of a carboxylic acid monomer having a molecular weight of 100 or less. The hardened body is obtained by compounding 100 pts.wt. of the hydraulic composition, 40-500 pts.wt. of an aggregate and water. <P>COPYRIGHT: (C)2004,JPO

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、減水化に適したセ
メント系水硬性組成物及びその硬化体に関する。
TECHNICAL FIELD The present invention relates to a cement-based hydraulic composition suitable for water reduction and a cured product thereof.

【0002】[0002]

【従来の技術とその問題点】セメントモルタルやコンク
リートは硬化後の強度や耐久性の向上を図るために水/
セメント比を低下させることが行なわれている。この場
合、水/セメント比の低下に伴う配合材料の分離現象や
セメント含水混練物の流動性低下を防ぐため、減水剤が
使用されることが多い。減水剤の中でもポリアルキレン
オキシド等をグラフト鎖とする櫛形高分子化合物を主成
分とするポリカルボン酸系の高性能減水剤は、低い添加
量でも水/セメント比をかなり低下させることができ、
高い流動性を保持できることが知られている。一方で、
ポリカルボン酸系減水剤は、温度依存性が強く、真夏の
炎天下などの高温環境では流動性を長時間保持すること
が困難であり、また厳冬期の屋外のような低温環境では
過度な減水化が起こり材料分離やブリーディングが発生
し易かった。
[Prior art and its problems] Cement mortar and concrete are treated with water / water to improve the strength and durability after hardening.
The cement ratio is being reduced. In this case, a water reducing agent is often used in order to prevent the separation phenomenon of the compounding material and the decrease in the fluidity of the cement-containing kneaded mixture due to the decrease in the water / cement ratio. Among the water reducing agents, the polycarboxylic acid-based high-performance water reducing agent whose main component is a comb-shaped polymer compound having a polyalkylene oxide or the like as a graft chain can significantly reduce the water / cement ratio even with a low addition amount,
It is known that high fluidity can be maintained. On the other hand,
Polycarboxylic acid type water reducing agents have strong temperature dependence, and it is difficult to maintain fluidity for a long time in high temperature environments such as in the midsummer, and excessive water reduction in low temperature environments such as outdoors during severe winters. It was easy to cause material separation and bleeding.

【0003】ポリカルボン酸系減水剤の優れた性状を高
温下でも安定して発現させる方法として、特願平10−
318827では高分子凝集剤を併用することで、セメ
ント含水混練物中の減水剤有効成分の残存率を高く保
ち、長時間に渡って流動性低下を抑えられることが開示
されている。しかし、高分子凝集剤を使用すると粘性の
増大が見られるため、施工用途などによっては施工作業
性に支障をきたすこともあり、また低温環境での材料分
離やブリーディング発生の虞れについては依然解消され
ない。
As a method for stably exhibiting the excellent properties of a polycarboxylic acid type water reducing agent even at high temperature, Japanese Patent Application No. 10-
It is disclosed in 318827 that by using a polymer flocculant in combination, the residual ratio of the water-reducing agent effective component in the cement hydrous kneaded product can be kept high and the deterioration of fluidity can be suppressed for a long time. However, the use of polymeric flocculants causes an increase in viscosity, which may hinder construction workability depending on the construction application, and eliminates the possibility of material separation and bleeding in low temperature environments. Not done.

【0004】[0004]

【発明が解決しようとする課題】本発明は、減水剤を使
用して水/セメント比を低減させることで強度発現性や
耐久性に優れたセメント系硬化体を得るにあたり、該減
水剤にポリカルボン酸系減水剤を使用した際の減水効果
を、製造・施工時の温度に拘わらず、支障なく安定して
発現させることができる水硬性組成物及びその硬化体を
提供することを課題とする。
DISCLOSURE OF THE INVENTION The present invention provides a water-reducing agent to reduce the water / cement ratio to obtain a cement-based hardened product excellent in strength development and durability. An object of the present invention is to provide a hydraulic composition and a cured product thereof that can stably exhibit the water reducing effect when a carboxylic acid water reducing agent is used, regardless of the temperature during manufacturing and construction. .

【0005】[0005]

【課題を解決するための手段】本発明者は、前記課題解
決のため鋭意検討した結果、特定の単量体のアルカリ金
属及び/又はアルカリ土類金属の塩をポリカルボン酸系
減水剤と併用することによって、温度により溶解する量
や速度にかなりの差異が見られる減水剤有効成分が施工
中乃至施工後に溶解・反応することを防ぐことができ、
過度の減水作用を起こさず、またセメント含水混練物の
性状が長時間に渡って安定するという知見から、本発明
を完成するに至った。即ち、本発明は以下の(1)〜
(4)の水硬性組成物及び(5)の硬化体である。
Means for Solving the Problems As a result of intensive studies for solving the above problems, the present inventor used an alkali metal salt and / or an alkaline earth metal salt of a specific monomer in combination with a polycarboxylic acid type water reducing agent. By doing so, it is possible to prevent the water-reducing agent active ingredient, which has a considerable difference in the amount and rate of dissolution depending on the temperature, from dissolving and reacting during or after construction,
The present invention has been completed based on the finding that the water-reducing action of cement is not caused excessively and the properties of the cement-containing kneaded mixture are stable for a long time. That is, the present invention includes the following (1) to
The hydraulic composition of (4) and the cured product of (5).

【0006】(1)(A)ポリカルボン酸系減水剤、
(B)セメント及び(C)分子量100以下のカルボン
酸モノマーのアルカリ金属塩及び/又は分子量100以
下のカルボン酸モノマーのアルカリ土類金属塩を含有し
てなる水硬性組成物。(2)分子量100以下のカルボ
ン酸モノマーが、ギ酸であることを特徴とする前記
(1)の水硬性組成物。(3)(D)リグニンスルホン
酸系減水剤を含有する前記(1)又は(2)の水硬性組
成物。(4)(E)ブレーン比表面積6000cm2
g以上のスラグ及び/又は(F)シリカフュームを含有
する前記(1)〜(3)何れかの水硬性組成物。(5)
前記(1)〜(4)何れかの水硬性組成物100重量
部、骨材40〜500重量部及び水を配合してなる硬化
体。
(1) (A) a polycarboxylic acid-based water reducing agent,
A hydraulic composition comprising (B) cement and (C) an alkali metal salt of a carboxylic acid monomer having a molecular weight of 100 or less and / or an alkaline earth metal salt of a carboxylic acid monomer having a molecular weight of 100 or less. (2) The hydraulic composition according to (1), wherein the carboxylic acid monomer having a molecular weight of 100 or less is formic acid. (3) The hydraulic composition according to (1) or (2), which contains (D) a ligninsulfonic acid-based water reducing agent. (4) (E) Blaine specific surface area 6000 cm 2 /
The hydraulic composition according to any one of (1) to (3), which contains g or more of slag and / or (F) silica fume. (5)
A cured product obtained by mixing 100 parts by weight of the hydraulic composition according to any one of (1) to (4), 40 to 500 parts by weight of an aggregate, and water.

【0007】[0007]

【発明の実施の形態】本発明の水硬性組成物は、ポリカ
ルボン酸系減水剤、セメント、分子量100以下のカル
ボン酸モノマーのアルカリ金属塩及び/又は分子量10
0以下のカルボン酸モノマーのアルカリ土類金属塩を必
須含有する。本発明で使用するポリカルボン酸系減水剤
は、ポリアルキレンオキシド等をグラフト鎖とし、複数
のカルボキシル基を有する櫛形高分子化合物を主成分と
するものであって、減水効果を奏させるものであれば特
に限定されず、また高性能減水剤、高性能AE減水剤と
称されるものであっても良い。その状態も粉末状や液状
の何れでも良い。本発明の水硬性組成物中でのポリカル
ボン酸系減水剤含有量は、モルタルやコンクリートで一
般に使用されている量であれば良く、例えばセメントと
水の合計配合量100重量部対し、0.05〜0.5重
量部程度で良い。
BEST MODE FOR CARRYING OUT THE INVENTION The hydraulic composition of the present invention comprises a polycarboxylic acid type water reducing agent, cement, an alkali metal salt of a carboxylic acid monomer having a molecular weight of 100 or less, and / or a molecular weight of 10.
It essentially contains an alkaline earth metal salt of a carboxylic acid monomer of 0 or less. The polycarboxylic acid-based water reducing agent used in the present invention has a polyalkylene oxide or the like as a graft chain and a comb-shaped polymer compound having a plurality of carboxyl groups as a main component, and may exhibit a water reducing effect. There is no particular limitation as long as it is a high-performance water reducing agent or a high-performance AE water reducing agent. The state may be either powder or liquid. The content of the polycarboxylic acid-based water reducing agent in the hydraulic composition of the present invention may be an amount generally used in mortar and concrete, for example, 0. It may be about 05 to 0.5 parts by weight.

【0008】本発明の水硬性組成物に含有されるセメン
トは、特に限定されず、例えば各種のポルトランドセメ
ントや混合セメント、アルミナセメントなどを挙げるこ
とができる。
The cement contained in the hydraulic composition of the present invention is not particularly limited, and examples thereof include various Portland cements, mixed cements and alumina cements.

【0009】本発明の水硬性組成物に含有される分子量
100以下のカルボン酸モノマーのアルカリ金属塩及び
/又は分子量100以下のカルボン酸モノマーのアルカ
リ土類金属塩とは、次の(イ)か(ロ)の何れか、若し
くは(イ)と(ロ)の両者の混合物を云う。(イ)カル
ボキシル基を有する分子量が100以下の未重合の単量
体とリチウム、ナトリウム、カリウム等のアルカリ金属
から形成される塩の何れか1種又は2種以上。(ロ)カ
ルボキシル基を有する分子量が100以下の未重合の単
量体とカルシウム、マグネシウム、バリウム等のアルカ
リ土類金属から形成される塩の何れか1種又は2種以
上。ここで、カルボン酸モノマーの分子量が100を超
えるものでは凝結遅延作用が発現され易くなり、低温環
境下で使用すると材料分離やブリーディングが発生する
ことがあるため好ましくない。分子量100以下のカル
ボン酸モノマーのアルカリ金属塩及び/又は分子量10
0以下のカルボン酸モノマーのアルカリ土類金属塩の本
水硬性組成物中の含有量は、セメント100重量部対
し、0.05〜1.0重量部が望ましい。0.05重量
部未満では配合効果が乏しく、1.0重量部を超えると
流動性保持作用が向上しなくなる。
The alkali metal salt of a carboxylic acid monomer having a molecular weight of 100 or less and / or the alkaline earth metal salt of a carboxylic acid monomer having a molecular weight of 100 or less contained in the hydraulic composition of the present invention is It means any of (b) or a mixture of both (a) and (b). (A) Any one or more of salts formed from an unpolymerized monomer having a carboxyl group and a molecular weight of 100 or less and an alkali metal such as lithium, sodium or potassium. (B) Any one or more of salts formed from an unpolymerized monomer having a carboxyl group and having a molecular weight of 100 or less and an alkaline earth metal such as calcium, magnesium or barium. Here, if the molecular weight of the carboxylic acid monomer exceeds 100, a setting retarding action is likely to be exhibited, and if used in a low temperature environment, material separation or bleeding may occur, which is not preferable. Alkali metal salt of carboxylic acid monomer having a molecular weight of 100 or less and / or molecular weight of 10
The content of the alkaline earth metal salt of a carboxylic acid monomer of 0 or less in the present hydraulic composition is preferably 0.05 to 1.0 part by weight with respect to 100 parts by weight of cement. If it is less than 0.05 parts by weight, the compounding effect will be poor, and if it exceeds 1.0 parts by weight, the fluidity retaining action will not be improved.

【0010】また、前記の分子量100以下のカルボン
酸モノマーは、カルボキシル基を有する分子量が100
以下の未重合の単量体であれば何れのものでも良いが、
ポリカルボン酸減水剤の経時溶解性をかなり効果的に抑
えることができることから、ギ酸が最も好ましい。
The carboxylic acid monomer having a molecular weight of 100 or less has a carboxyl group-containing molecular weight of 100.
Any of the following unpolymerized monomers may be used,
Formic acid is most preferable because the solubility of the polycarboxylic acid water reducing agent with time can be suppressed quite effectively.

【0011】また、本発明の水硬性組成物は、リグニン
スルホン酸系減水剤を含有するものであることが好まし
い。リグニンスルホン酸系減水剤を含有すると、高温環
境下でもセメント含水混練物に流動性保持効果を顕著に
発現させることができるため、当該温度で長時間高い流
動性を安定して得るは特に有効である。リグニンスルホ
ン酸系減水剤としては、リグニンスルホン酸塩及び/又
はその誘導体を主成分とする減水剤、高性能減水剤、又
は高性能AE減水剤であれば何れのものでも良い。リグ
ニンスルホン酸系減水剤の本水硬性組成物中の含有量
は、セメント100重量部対し、0.01重量部未満で
は配合効果が乏しく、0.3重量部を超えると流動性保
持作用が向上しなくなるので、0.01〜0.3重量部
が推奨される。
The hydraulic composition of the present invention preferably contains a ligninsulfonic acid-based water reducing agent. By containing a lignin sulfonic acid-based water reducing agent, it is possible to express the fluidity retaining effect remarkably in the cement hydrous kneaded product even in a high temperature environment, so it is particularly effective to stably obtain high fluidity for a long time at the temperature. is there. As the lignin sulfonic acid-based water reducing agent, any water reducing agent containing a lignin sulfonic acid salt and / or its derivative as a main component, a high-performance water reducing agent, or a high-performance AE water reducing agent may be used. The content of the lignin sulfonic acid-based water reducing agent in the present hydraulic composition is less than 0.01 parts by weight with respect to 100 parts by weight of cement, and the compounding effect is poor, and when it exceeds 0.3 parts by weight, the fluidity retaining action is improved. Therefore, 0.01 to 0.3 parts by weight is recommended.

【0012】また、本発明の水硬性組成物は、ブレーン
比表面積6000cm2/g以上のスラグ、シリカフュ
ームの何れか一方又は両方を含むものであることが好ま
しい。ブレーン比表面積6000cm2/g以上のスラ
グ及び/又はシリカフュームを含有すると、施工要求の
可能性があるあらゆる温度環境に対しても、顕著な材料
分離抑制効果が発現させることができる他、水硬性組成
物の水和反応活性も高めることができる。材料分離抑制
効果は粉末度の高いものほど向上するため、スラグはブ
レーン比表面積6000cm2/g以上のものとする。
また、スラグは高炉スラグ、製鋼スラグ、転炉スラグ、
都市ゴミや下水汚泥等の廃棄物溶融スラグなどが使用で
きる。シリカフュームは特に限定されず、公知のものな
ら何れでも使用できる。ブレーン比表面積6000cm
2/g以上のスラグ及び/又はシリカフュームの本水硬
性組成物中の含有量は、セメント100重量部対し、
0.5重量部未満では配合効果が乏しく、200重量部
を超えると強度低下や硬化遅延が起って流動性保持作用
が向上しなくなることがあるので、0.5〜200重量
部が推奨される。
The hydraulic composition of the present invention preferably contains either or both of slag and silica fume having a Blaine specific surface area of 6000 cm 2 / g or more. When the slag and / or silica fume having a Blaine specific surface area of 6000 cm 2 / g or more is contained, a remarkable material separation suppressing effect can be exhibited even in any temperature environment where there is a possibility of construction requirements, and a hydraulic composition. The hydration reaction activity of the product can also be enhanced. The higher the fineness of powder is, the higher the effect of suppressing material separation is. Therefore, the slag has a Blaine specific surface area of 6000 cm 2 / g or more.
Also, slag is blast furnace slag, steelmaking slag, converter slag,
Waste molten slag such as municipal waste and sewage sludge can be used. The silica fume is not particularly limited, and any known one can be used. Blaine specific surface area 6000 cm
The content of slag and / or silica fume of 2 / g or more in the hydraulic composition is 100 parts by weight of cement,
If it is less than 0.5 part by weight, the compounding effect is poor, and if it exceeds 200 parts by weight, strength lowering or curing delay may occur and the fluidity retaining action may not be improved, so 0.5 to 200 parts by weight is recommended. It

【0013】本発明の水硬性組成物は、減水効果に殆ど
支障をもたらさない範囲であれば前記以外の成分を含む
ものであっても良い。具体例を挙げると、増粘剤、保水
剤、収縮低減剤、膨張材、AE剤、その他一般にセメン
トと共に使用できることが知られている各種混和剤・混
和材の何れか1種以上を含有したものでも良い。
The hydraulic composition of the present invention may contain components other than those mentioned above as long as the water-reducing effect is hardly impaired. Specific examples include thickeners, water retention agents, shrinkage reducing agents, expanders, AE agents, and any one or more of various admixtures / admixtures known to be commonly used with cement. But good.

【0014】また、本発明の硬化体は、前記水硬性組成
物100重量部、骨材40〜500重量部及び水を配合
してなるものである。またモルタルやコンクリートに使
用することが知られている他の成分、例えば公知の繊維
や増量材など、が加えられた硬化体であっても良い。骨
材は、モルタル、コンクリートに用いることが可能な骨
材であれば種類や粒径は特に限定されず、例えば川砂、
砕石、珪石、珪砂、珪石粉、石灰石、スラグ骨材、クリ
ンカ骨材、各種人工骨材等を挙げることができる。骨材
の配合量が40重量部未満では静弾性係数が高くなり、
歪みに対する抵抗性が低下するため好ましくなく、また
500重量部を超えると強度発現性が著しく低下するた
め好ましくない。又、水の配合量は比較的低い配合量に
することができ、使用目的、配合内容に応じて適宜選定
すれば良い。例えば、水硬性組成物100重量部に対し
水の配合量が概ね35〜80重量部にすれば良好な強度
発現性を有する硬化体が得られる。尚、配合に際して、
原材料の投入、混合・混練などの方法や使用装置等は特
に制約されず、更に、配合後の施工方法や養生方法、使
用用途等も特段限定されるものではない。
The hardened material of the present invention comprises 100 parts by weight of the hydraulic composition, 40 to 500 parts by weight of aggregate and water. Further, it may be a hardened body to which other components known to be used for mortar and concrete, for example, known fibers and extenders are added. Aggregate is not particularly limited in type and particle size as long as it is an aggregate that can be used for mortar and concrete, and for example, river sand,
Examples thereof include crushed stone, silica stone, silica sand, silica stone powder, limestone, slag aggregate, clinker aggregate, and various artificial aggregates. If the amount of aggregate is less than 40 parts by weight, the static elastic modulus becomes high,
It is not preferable because resistance to strain is lowered, and when it exceeds 500 parts by weight, strength development is remarkably lowered, which is not preferable. Further, the amount of water to be blended can be a relatively low amount, and may be appropriately selected depending on the purpose of use and the content of the blend. For example, when the blending amount of water is approximately 35 to 80 parts by weight with respect to 100 parts by weight of the hydraulic composition, a cured product having good strength development can be obtained. When mixing,
There are no particular restrictions on the method of inputting the raw materials, mixing / kneading, etc., the equipment used, etc. Further, the construction method after curing, the curing method, the intended use, etc. are not particularly limited.

【0015】[0015]

【実施例】以下、実施例により本発明を説明する。 [使用材料]次のA〜Gで略記する材料を使用。 A:ポリカルボン酸系高性能減水剤(太平洋セメント
(株)製NF−100) B:普通ポルトランドセメント(太平洋セメント(株)
製) C1:ギ酸ナトリウム(関東化学(株)製一級試薬) C2:酢酸ナトリウム(関東化学(株)製一級試薬) C3:ギ酸カルシウム(SAWイーストアジア社製セル
ベストアクセラレーター) C4:クエン酸ナトリウム(関東化学(株)製一級試薬) D:リグニンスルホン酸系減水剤(ポゾリス物産(株)製
ポゾリスNo.8) E:高炉スラグ(住友鹿島鉱化(株)製スミットメントP
BH−08;ブレーン比表面積約8000cm2/g) F:シリカフューム(シムコア社製) G:骨材(山形県産石灰石粉;ブレーン比表面積約10
00cm2/g)
EXAMPLES The present invention will be described below with reference to examples. [Materials used] The materials abbreviated as A to G below are used. A: Polycarboxylic acid type high performance water reducing agent (Pacific cement
NF-100 manufactured by Co., Ltd. B: Ordinary Portland cement (Pacific Cement Co., Ltd.)
C1: Sodium formate (Kanto Chemical Co., Ltd. first-grade reagent) C2: Sodium acetate (Kanto Chemical Co., Ltd. first-grade reagent) C3: Calcium formate (SAW East Asia Cellbest Accelerator) C4: Sodium citrate (First-class reagent manufactured by Kanto Chemical Co., Inc.) D: Lignin sulfonic acid-based water reducing agent (Pozoris No. 8 manufactured by Pozoris Bussan Co., Ltd.) E: Blast furnace slag (Summitment P manufactured by Sumitomo Kashima Mining Co., Ltd.)
BH-08; Blaine specific surface area of about 8000 cm 2 / g) F: Silica fume (manufactured by Simcore) G: Aggregate (Yamagata Prefecture limestone powder; Blaine specific surface area of about 10)
00 cm 2 / g)

【0016】[低温環境下でのモルタルの作製とその性
状評価]前記A〜Gの材料及び水を表1に表す配合とな
るよう一括投入し、5℃の温度下でハンドミキサーを使
用し混合・混練を約2分間行なってグラウトモルタルを
作製した。このモルタルに対し、材料分離とブリーディ
ングの発生の有無を調べた。材料分離の評価は、モルタ
ル作製後直ちに直径5cmのモールド管に深さ10cm
となるよう充填し、5℃の温度下で静置して硬化後の充
填硬化体上面から1cmの厚さとなる部分(α)と底面
から1cmの厚さとなる部分(β)を採取した。採取物
の炭酸カルシウム含有量を粉末X線回折により回折強度
から定量し、(α)と(β)に含まれる炭酸カルシウム
含有量の差が10重量%以上であったものについて材料
分離「有」とし、10重量%未満であったものについて
は、通常、施工上での支障が殆ど見られないことから材
料分離「無」と判断した。またブリーディングの発生の
有無については、土木学会基準JSCE−F532に準
じた方法で5℃の温度下で評価した。また、作製直後の
モルタルを内径50mm、高さ100mmの円柱形状型
枠に流し込み、5℃相対湿度90%で24時間養生を行
なった後脱型し、これを4週間5℃で水中養生し、硬化
体を得た。該硬化体の圧縮強度をJIS A 1108
に準じた方法で測定した。以上の結果を表1に併せて表
す。表1の結果から何れの本発明品とも低温度下での材
料分離やブリーディングは実質見られなかった。一方、
分子量100以下のカルボン酸モノマーのアルカリ金属
又はアルカリ土類金属の塩を含まない参考品では顕著な
材料分離が見られた。
[Preparation of mortar in low temperature environment and evaluation of its properties] The above materials A to G and water were added all at once so as to have the composition shown in Table 1, and mixed using a hand mixer at a temperature of 5 ° C. -Kneading was performed for about 2 minutes to prepare grout mortar. For this mortar, it was examined whether material separation and bleeding occurred. Immediately after the mortar was manufactured, the material separation was evaluated by using a mold tube with a diameter of 5 cm and a depth of 10 cm.
And the mixture was allowed to stand at a temperature of 5 ° C., and a portion (α) having a thickness of 1 cm from the top surface of the cured cured body after curing and a portion (β) having a thickness of 1 cm from the bottom surface were sampled. The calcium carbonate content of the collected material was quantified from the diffraction intensity by powder X-ray diffraction, and the difference in the calcium carbonate content contained in (α) and (β) was 10% by weight or more. When the content was less than 10% by weight, it was judged that the material separation was “none” because there was usually no problem in construction. In addition, the presence or absence of bleeding was evaluated at a temperature of 5 ° C. by a method according to JSCE-F532 of the Japan Society of Civil Engineers. Immediately after the preparation, the mortar was poured into a cylindrical mold having an inner diameter of 50 mm and a height of 100 mm, cured at 5 ° C. and 90% relative humidity for 24 hours, then demolded, and then cured at 5 ° C. for 4 weeks in water. A cured product was obtained. The compressive strength of the cured product was measured according to JIS A 1108.
It was measured by the method according to. The above results are also shown in Table 1. From the results in Table 1, virtually no material separation or bleeding was observed at low temperatures in any of the products of the present invention. on the other hand,
Significant material separation was observed in the reference product containing no alkali metal or alkaline earth metal salt of a carboxylic acid monomer having a molecular weight of 100 or less.

【0017】[0017]

【表1】 [Table 1]

【0018】[高温環境下でのモルタルの作製とその性
状評価]前記A〜Gの材料及び水を表2に表す配合とな
るよう一括投入し、35℃の温度下でハンドミキサーを
使用し混合・混練を約2分間行なってグラウトモルタル
を作製した。作製直後のモルタル及び作製から35℃の
温度下で30〜90分経過したモルタルの流動性を、土
木学会基準JSCE−F541に準じた方法でJ14ロ
ート流下時間を測定することで評価した。この測定結果
を表2に表す。表2から何れの本発明品も、長時間に渡
って35℃の高温下でも高い流動性を、少ない経時変動
幅で安定して示すことがわかる。
[Preparation of mortar in high temperature environment and evaluation of its properties] The materials A to G and water were added all at once so as to have the composition shown in Table 2, and mixed using a hand mixer at a temperature of 35 ° C. -Kneading was performed for about 2 minutes to prepare grout mortar. The fluidity of the mortar immediately after its preparation and the mortar after 30-90 minutes at the temperature of 35 ° C. from the preparation were evaluated by measuring the J14 funnel flow-down time by the method according to JSCE-F541. The measurement results are shown in Table 2. It can be seen from Table 2 that all the products of the present invention stably show high fluidity even at a high temperature of 35 ° C. for a long time with a small fluctuation range over time.

【0019】[0019]

【表2】 [Table 2]

【0020】[0020]

【発明の効果】本発明による水硬性組成物は、低い水の
配合割合でも、温度に拘わらず高い流動性を長時間安定
に保つことができるため施工性に優れ、また低温での材
料分離やブリーディングも起り難い為、施工・製造時の
温度に拘わらず安定した品質の硬化体、とりわけ高強
度、高耐久性の硬化体を容易に得ることができる。
EFFECTS OF THE INVENTION The hydraulic composition according to the present invention is excellent in workability because it can maintain high fluidity stably for a long time regardless of temperature even if the mixing ratio of water is low. Since bleeding is unlikely to occur, it is possible to easily obtain a cured product of stable quality, particularly a cured product of high strength and high durability, regardless of the temperature during construction / manufacturing.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 24:04 C04B 24:18 A 24:18 18:14 Z 18:14 18:04 18:04 22:06 A 22:06) 103:32 103:32 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) C04B 24:04 C04B 24:18 A 24:18 18:14 Z 18:14 18:04 18:04 22: 06 A 22:06) 103: 32 103: 32

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 (A)ポリカルボン酸系減水剤、(B)
セメント及び(C)分子量100以下のカルボン酸モノ
マーのアルカリ金属塩及び/又は分子量100以下のカ
ルボン酸モノマーのアルカリ土類金属塩を含有してなる
水硬性組成物。
1. A polycarboxylic acid-based water reducing agent, (B)
A hydraulic composition comprising cement and (C) an alkali metal salt of a carboxylic acid monomer having a molecular weight of 100 or less and / or an alkaline earth metal salt of a carboxylic acid monomer having a molecular weight of 100 or less.
【請求項2】 分子量100以下のカルボン酸モノマー
が、ギ酸であることを特徴とする請求項1記載の水硬性
組成物。
2. The hydraulic composition according to claim 1, wherein the carboxylic acid monomer having a molecular weight of 100 or less is formic acid.
【請求項3】 (D)リグニンスルホン酸系減水剤を含
有する請求項1又は2記載の水硬性組成物。
3. The hydraulic composition according to claim 1, which comprises (D) a ligninsulfonic acid-based water reducing agent.
【請求項4】 (E)ブレーン比表面積6000cm2
/g以上のスラグ及び/又は(F)シリカフュームを含
有する請求項1〜3何れか記載の水硬性組成物。
4. (E) Blaine specific surface area of 6000 cm 2.
The hydraulic composition according to any one of claims 1 to 3, which contains slag and / or (F) silica fume in an amount of / g or more.
【請求項5】 請求項1〜4何れか記載の水硬性組成物
100重量部、骨材40〜500重量部及び水を配合し
てなる硬化体。
5. A cured product obtained by mixing 100 parts by weight of the hydraulic composition according to any one of claims 1 to 4, 40 to 500 parts by weight of aggregate and water.
JP2002127382A 2002-04-26 2002-04-26 Hydraulic composition and its hardened body Pending JP2003321264A (en)

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008169085A (en) * 2007-01-12 2008-07-24 Denki Kagaku Kogyo Kk Grout material and grout construction method using the same
JP2008189526A (en) * 2007-02-06 2008-08-21 Basf Pozzolith Ltd Admixture for grout and cement composition for grout
US10322968B2 (en) 2015-03-31 2019-06-18 Kao Corporation Dispersant composition for hydraulic composition

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008169085A (en) * 2007-01-12 2008-07-24 Denki Kagaku Kogyo Kk Grout material and grout construction method using the same
JP2008189526A (en) * 2007-02-06 2008-08-21 Basf Pozzolith Ltd Admixture for grout and cement composition for grout
US10322968B2 (en) 2015-03-31 2019-06-18 Kao Corporation Dispersant composition for hydraulic composition

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