JPS5815057A - Air entraining agent for cement mortar or concrete - Google Patents

Air entraining agent for cement mortar or concrete

Info

Publication number
JPS5815057A
JPS5815057A JP11044281A JP11044281A JPS5815057A JP S5815057 A JPS5815057 A JP S5815057A JP 11044281 A JP11044281 A JP 11044281A JP 11044281 A JP11044281 A JP 11044281A JP S5815057 A JPS5815057 A JP S5815057A
Authority
JP
Japan
Prior art keywords
concrete
weight
agent
parts
water
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
JP11044281A
Other languages
Japanese (ja)
Other versions
JPS616020B2 (en
Inventor
山本 常夫
小川 盈弥
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.)
Takemoto Oil and Fat Co Ltd
Original Assignee
Takemoto Oil and Fat Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Takemoto Oil and Fat Co Ltd filed Critical Takemoto Oil and Fat Co Ltd
Priority to JP11044281A priority Critical patent/JPS5815057A/en
Publication of JPS5815057A publication Critical patent/JPS5815057A/en
Publication of JPS616020B2 publication Critical patent/JPS616020B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はセメントモルタル又はコンクリート用空気連行
剤(以下AE剤と略称する)に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an air entraining agent for cement mortar or concrete (hereinafter abbreviated as AE agent).

土木建築工事用のセメントモルタル又はコンクリートに
はその作業性の改善、プリージングの軽減、凍結融解に
対する抵抗性の向上、部材の軽量化等の目的で、混線時
に所要の空気量を連行させるAE剤が、単品あるいは減
水剤を配合した形で広く使用されている。
Cement mortar or concrete for civil engineering and construction work contains an AE agent that entrains the required amount of air during cross-contact, for the purpose of improving workability, reducing precipitate, increasing resistance to freezing and thawing, and reducing the weight of components. It is widely used either alone or in combination with water reducing agents.

現在実用化されているAE剤とし、ては、樹脂酸塩、高
級アルコール硫酸エステル塩、高級アルコールエチレン
オキサイド付加物の硫酸エステル塩、アルキルスルホン
酸塩、アルキルアリルスルホン酸塩等であシ、これらの
内、最も多くAE剤として単品で使用されているものは
樹脂酸塩である。
AE agents currently in practical use include resinates, higher alcohol sulfate ester salts, higher alcohol ethylene oxide adduct sulfate ester salts, alkyl sulfonates, alkylaryl sulfonates, etc. Of these, resinates are the most commonly used alone as AE agents.

樹脂酸塩をAE剤として使用した場合、他の剤に比較し
て連行された空気泡の径が少さく、その数が多く気泡の
安定性が優れているのが特徴で、コンクリートの凍結融
解に対する抵抗性の改善には極めて好ましい性能である
。しかし樹脂酸はカルボン酸誘導体であシ、その塩の水
溶液はアルカリ性であるため、これを溶液の状態で空気
中に放置すると炭酸ガスを吸収して1部が遊離の樹脂酸
に戻って白濁する。また、カルシウムイオン、マグネシ
ウムイオン、鉄イオン等のアルカリ土類金属イオン又は
重金属イオンに合うと直ちに水不溶性の塩を作シ、AE
剤としての起泡の生成、安定化効果の低下するのが大き
な欠点である。そして、AE剤として使用される前記し
たアニオン及び非イオン界面活性剤等を樹脂酸石ケンに
併用することは一部公知であるが、前記した様な安定性
を改善するためには大量に併用しなければならず、その
場合樹脂酸石ケンのAE剤としての効果を減退せしめる
When resinate is used as an AE agent, compared to other agents, the diameter of air bubbles entrained is small, the number of bubbles is large, and the stability of the bubbles is excellent. This is an extremely favorable performance for improving resistance to. However, resin acids are carboxylic acid derivatives, and aqueous solutions of their salts are alkaline, so if they are left in the air as a solution, they will absorb carbon dioxide and some of them will return to free resin acids, becoming cloudy. . In addition, when it comes into contact with alkaline earth metal ions such as calcium ions, magnesium ions, iron ions, or heavy metal ions, water-insoluble salts are immediately produced.
The major drawbacks are the formation of foam as an agent and a decrease in the stabilizing effect. It is partially known that the above-mentioned anionic and nonionic surfactants used as AE agents are used in combination with resin acid soaps, but in order to improve the stability as described above, they are used in large quantities. In that case, the effectiveness of the resin acid soap as an AE agent is reduced.

ところで最近、コンクリート工場では公害防止の対策上
、コンクリートの混線に使用する水として、プラントや
運搬車等の洗浄に用いた回収水が何ら処理されることな
くそのまま使用される例が多り、シたがってこの場合A
E剤はカルシウムイオン濃度の高い水に添加溶解される
ことになる。
Recently, as a measure to prevent pollution, there have been many cases in concrete factories where recovered water used for cleaning plants, transport vehicles, etc. is used as is without any treatment as water for mixing concrete. Therefore in this case A
Agent E will be added and dissolved in water with a high concentration of calcium ions.

そして、使用水中のカルシウムイオン濃度が高い場合は
前記した様に、特に樹脂酸塩の溶液安定性に問題が生じ
てくる。
If the concentration of calcium ions in the water used is high, problems arise, particularly in the solution stability of resinates, as described above.

本発明者等は、かかる現状に鑑み、前記した樹脂酸塩を
AE剤として使用する場合の欠点を改良するべく鋭意研
究した結果、樹脂酸塩100重量部と、下記の一般式で
示されるアミン誘導体50〜200重量部とを含むAE
剤を使用することによシ、樹脂酸塩のAE剤としての本
来の性能を失うことなくその難点を改善できることを見
出し、本発明を完成するに至ったのである。
In view of the current situation, the present inventors conducted intensive research to improve the drawbacks of using the above-mentioned resinates as AE agents, and found that 100 parts by weight of resinates and an amine represented by the following general formula AE containing 50 to 200 parts by weight of derivative
They discovered that by using a resin acid salt, the disadvantages of the resin acid salt as an AE agent could be improved without losing its original performance as an AE agent, and the present invention was completed.

(但し、Rは炭素数が8〜22のアルキル基又はアルケ
ニル基、mとnとはそれぞれ1以上の整数でm+nは5
〜30) 本発明の第1成分である樹脂酸塩は、ガムロジン、ウッ
ドロジン、トール油ロジン等の塩で、水溶性の点でカリ
ウム又はナトリウム塩が望ましいO該樹脂酸塩は樹脂酸
に対して当モルの水酸化カリウム又は水酸化ナトリウム
を用い、水を溶媒にして加熱ケン化することにより得る
ことができる。
(However, R is an alkyl group or alkenyl group having 8 to 22 carbon atoms, m and n are each an integer of 1 or more, and m+n is 5
~30) The resin acid salt, which is the first component of the present invention, is a salt of gum rosin, wood rosin, tall oil rosin, etc., and potassium or sodium salt is preferable from the viewpoint of water solubility. It can be obtained by heating and saponifying using equimolar amounts of potassium hydroxide or sodium hydroxide and water as a solvent.

また、本発明の第2成分であるアミン誘導体はアルキル
基又はアルケニル基を有する1級アミンに、常法により
無触媒及びアルカリ触媒を用い、酸化エチレンを付加す
ることにより得られる。アミンに対する酸化エチレン付
加モル数(m十n)が5モルより少さい場合は水溶性が
不足し、30モルを超える場合は樹脂酸塩の水溶液の安
定性に対する効果が劣る。本発明に係るAE剤における
樹脂酸塩とアミン誘導体との使用比率は重量部で100
:50〜200であるが、後者が50以下では樹脂酸塩
の水溶液の安定性に対する効果が不十分となシ、逆に後
者が200以上ではコンクリート中に連行される空気泡
の性質を損うと共に経済性の点で不利となる。
The amine derivative, which is the second component of the present invention, can be obtained by adding ethylene oxide to a primary amine having an alkyl group or an alkenyl group in a conventional manner without a catalyst or with an alkali catalyst. If the number of moles of ethylene oxide added to the amine (m1n) is less than 5 moles, the water solubility will be insufficient, and if it exceeds 30 moles, the effect on the stability of the aqueous solution of the resinate will be poor. The usage ratio of the resin acid salt and the amine derivative in the AE agent according to the present invention is 100 parts by weight.
:50 to 200, but if the latter is less than 50, the effect on the stability of the aqueous resinate solution will be insufficient; on the other hand, if the latter is more than 200, the properties of air bubbles entrained in concrete will be impaired. At the same time, it becomes disadvantageous in terms of economic efficiency.

本発明に係るAE剤は、単品の場合と、その空気連行効
果が失われない範囲でリグニンスルホン酸塩やオキシカ
ルボン酸塩並びにナフタリンスルホン酸ホルマリン高縮
合物塩等から選択される減水剤を適宜に配合した形の場
合とがある。以下実施例及び比較例を挙げて本発明の構
成を更に具体的に説明するが、本発明はこれに限定され
るものではない。
The AE agent according to the present invention can be used alone or with a water reducing agent selected from lignin sulfonates, oxycarboxylate salts, naphthalene sulfonic acid formalin high condensate salts, etc., as long as the air entrainment effect is not lost. There are cases where it is mixed with. The structure of the present invention will be explained in more detail below with reference to Examples and Comparative Examples, but the present invention is not limited thereto.

・実施例及び比較例 次の第1表中に記載の本発明に係る実施例のAE剤と比
較例のAE剤とを用い、これらの各AE剤を水酸化カル
シウムの飽和水溶液に樹脂酸塩として1重量%水溶液と
なる様に調整し、室温で放置して各経過時間における前
記水溶液の安定性の変化を調べた。第1表はその結果で
ある。
・Examples and Comparative Examples Using the AE agents of Examples according to the present invention and the AE agents of Comparative Examples listed in Table 1 below, each of these AE agents was added to a saturated aqueous solution of calcium hydroxide with a resin acid salt. A 1% by weight aqueous solution was prepared, and the aqueous solution was left at room temperature to examine changes in stability over time. Table 1 shows the results.

第1表 5モル付加物 RiEO2o: 、t L’イルアミン酸化エチレン2
0モル付加物 RIEO2ニラウリルアミン酸化エチレン2モル付加物 R11E040: オVイルアミン酸化エチレン40モ
ル付加物 NP15:ノニルフェノール酸化エチレン15モル付加
物 *2−肉眼にょシ判定した 判定基準 O透明に溶解 △ やや白濁しているが透明性あシ × 白濁不透明 ×× 白濁不透明で不溶解物多量析出 第1表の結果から、本発明の実施例は比較例に比べ水酸
化カルレウム高濃度水溶液で溶解した際の溶液安定性に
優れることが明らかである。
Table 1 5 mole adduct RiEO2o: ,t L'ylamine ethylene oxide 2
0 mole adduct RIEO2 Nilaurylamine 2 mole adduct of ethylene oxide R11E040: OVylamine 40 mole adduct of ethylene oxide NP15: 15 mole adduct of nonylphenol ethylene oxide *2 - Judgment criteria determined by naked eye: O Transparently dissolved △ Slightly Cloudy but transparent × Cloudy and opaque × × Cloudy and opaque with a large amount of undissolved matter precipitated From the results in Table 1, the examples of the present invention have a higher concentration of calcium hydroxide than the comparative examples when dissolved in a high concentration aqueous solution of calcium hydroxide. It is clear that the solution stability is excellent.

次の1)項に記載する本発明に係る実施例のAE剤A、
Bと比較例のAE剤C,Dとを調整し、各々単品をAE
剤として使用した場合及び、これらの単品AE剤に次の
2)項に記載する減水剤を配合したものを使用した場合
のコンクリート試験を行った。使用材料及び試験方法は
次の3)項又は4)項に記載する通シで、第2表はこれ
らの各条件の組合せであシ、第3表はその結果である。
AE agent A of the example according to the present invention described in the following section 1),
B and AE agents C and D of comparative example were adjusted, and each product was AE-treated separately.
Concrete tests were conducted when these AE agents were used as a single AE agent, and when these single AE agents were mixed with the water reducing agent described in 2) below. The materials used and the test methods are as described in the following 3) or 4), Table 2 shows the combinations of these conditions, and Table 3 shows the results.

1)AE剤 Aニガムロジンカリウム塩100重量部とラウリルアミ
ン酸化エチレン15モル付加物100重量部との混合物
 (実施例) B:ウッドロジンカリ′ウム塩100重量部とオレイル
アミン酸化エチレン20モル付加物150重量部との混
合物 (実施例) Cニガムロジンカリウム塩 (比較例)Dニガムロジン
カリウム塩100重量部とラウリルアミノ酸化エチレン
15モル付加物300重量部との混合物 (比較例) 2)減水剤 E:リグニンスルホン酸カルシウム Fニゲルコン酸ナトリウム G:βナフタリンスルホン酸ホルマリン高縮合物ナトリ
ウム塩 3)使用材料 セメント:小野田社製普通ポルトランドセメント 比重
8.17 細骨材 :鬼怒用産川砂 比重2.59粗骨材 :鉢地
山産砕石 比重2.66水   :1)蒲郡市水道水 2)回収水(生コン運搬車の洗浄水で 沈降物を除いた上澄液。カルシラ ムイオン濃度 950ppm) 4)試験方法 コンクリートの混練:JIS−A1138スランプ  
   :JIS−AIIOI空気量      :JI
S−A1128圧縮強度     :JIS−A113
2及び1108 気泡間隔係数   :ASTM−C457第2表 *1−使用量はセメントに対する重量%注)コンクリー
ト温度=20±1℃ 第3表の結果から使用水が水道水の場合、本発明に係る
AE剤は単品の場合又は減水剤を配合した場合のいづれ
においても気泡間隔係数がブランク(比較例m1の樹脂
酸塩単品使用の場合)と同等の効果を有して樹脂酸塩の
良好な気泡特性を損ねていないのに対し、比較例では気
泡間隔係数が大きくなって樹脂酸塩の気泡特性を低下せ
しめている。
1) AE agent A A mixture of 100 parts by weight of Nigam rosin potassium salt and 100 parts by weight of 15 moles of laurylamine ethylene oxide adduct (Example) B: 100 parts by weight of wood rosin potassium salt and 20 moles of oleylamine ethylene oxide adduct Mixture with 150 parts by weight of C Nigam rosin potassium salt (Comparative example) D Mixture of 100 parts by weight of Nigam rosin potassium salt with 300 parts by weight of 15 mole adduct of lauryl aminoated ethylene (Comparative example) 2) Water reducing agent E: Calcium lignin sulfonate F Sodium nigerconate G: β-naphthalene sulfonate formalin high condensate sodium salt 3) Materials used: Cement: Ordinary Portland cement manufactured by Onoda Co., Ltd. Specific gravity: 8.17 Fine aggregate: Local river sand for Kinu, Specific gravity: 2.59 Coarse aggregate: Crushed stone from Mt. Hachichi, specific gravity 2.66 Water: 1) Gamagori city tap water 2) Recovered water (supernatant liquid from which sediment was removed with washing water from ready-mixed concrete transport vehicles. Calcilam ion concentration 950 ppm) 4) Test method Concrete mixing: JIS-A1138 slump
:JIS-AIIOI air volume :JI
S-A1128 compressive strength: JIS-A113
2 and 1108 Bubble spacing coefficient: ASTM-C457 Table 2 *1 - Amount used is % by weight of cement Note) Concrete temperature = 20 ± 1°C From the results in Table 3, if the water used is tap water, the present invention Either when the AE agent is used alone or when it is combined with a water reducing agent, the cell spacing coefficient is the same as that of the blank (when the resinate of Comparative Example m1 is used alone), and the resinate has good bubbles. While the properties were not impaired, in the comparative example, the cell spacing coefficient increased and the cell properties of the resinate were degraded.

また使用水が回収水の場合、本発明に係るAE剤は前記
と同様に単品の場合又は減水剤を配合した場合のいずれ
においてもカルシウムイオンの影響を受けず、使用水が
水道水の場合と同様の効果を発揮するのに対し、ブラン
ク(比較例N[14の樹脂酸塩単品使用の場合)は性能
が低下して空気量が減少している。そして使用水が回収
水の場合、アミン誘導体を過剰に使用すると(比較例N
a5)、水道水を使用する場合に比較して空気量に大き
な変化はないが気泡間隔係数が増大している。
Furthermore, when the water used is recovered water, the AE agent according to the present invention is not affected by calcium ions either when used alone or when combined with a water reducing agent, as described above, and when the water used is tap water, the AE agent according to the present invention is not affected by calcium ions. Although similar effects were exhibited, the blank (Comparative Example N [using resin acid salt 14 alone) had lower performance and decreased air content. When the water used is recovered water, if the amine derivative is used in excess (Comparative Example N
a5) Compared to the case where tap water is used, there is no significant change in the amount of air, but the bubble spacing coefficient has increased.

以上説明した通りであるから本発明には、樹脂酸塩に対
し前記一般式で示されるアミン誘導体の所定量を含むA
E剤とすることによシ、樹脂酸塩のAE剤としての本来
の優れた機能を、減水剤の配合有無を問わず、AE剤の
一般的使用実情に即して最良に維持し且つ発揮させるこ
とのできる効果がある。
As explained above, the present invention includes A containing a predetermined amount of an amine derivative represented by the above general formula with respect to the resin acid salt.
By making it an E agent, the original excellent function of the resin acid salt as an AE agent can be maintained and exhibited to the best extent in accordance with the general usage conditions of AE agents, regardless of whether a water reducing agent is added or not. There is an effect that can be used to

特許出願人   竹本油脂株式会社 代理人 弁理士 入 山 宏 正Patent applicant: Takemoto Yushi Co., Ltd. Agent: Hiroshi Yama, Patent Attorney

Claims (1)

【特許請求の範囲】 1樹脂酸塩100重量部に対して、下記の一般式で示さ
れるアミン誘導体50〜200重量部を含むセメントモ
ルタル又はコンクリート用空気連行剤。 一般式 (但し、Rは炭素数が8〜22のアルキル基又はアルケ
ニル基、mとnとはそれぞれ1以上の整数でm−4−n
は5〜30) 2樹脂酸塩100重量部に対して下記の一般式で示され
るアミン誘導体50〜200重量部を含み、更に加えて
リグニンスルホン酸塩やオキシカルボン酸塩並びにナフ
タリンスルホン酸ホルマリン高縮合物塩等から選択され
る減水剤を適宜に配合したセメントモルタル又はコンク
リート用空気連行剤。 一般式 (但し、Rは炭素数が8〜22のアルキル基又はアルケ
ニル基、mとnとは−P−れぞれ1以上の整数でm+n
は5〜30)
[Scope of Claims] An air entraining agent for cement mortar or concrete, containing 50 to 200 parts by weight of an amine derivative represented by the following general formula per 100 parts by weight of a resinate. General formula (where R is an alkyl group or alkenyl group having 8 to 22 carbon atoms, m and n are each an integer of 1 or more, m-4-n
5-30) Contains 50-200 parts by weight of an amine derivative represented by the following general formula per 100 parts by weight of 2-resinate, and further contains lignin sulfonate, oxycarboxylate, and naphthalene sulfonic acid formalin An air-entraining agent for cement mortar or concrete that is appropriately mixed with a water-reducing agent selected from condensate salts. General formula (where R is an alkyl group or alkenyl group having 8 to 22 carbon atoms, m and n are each an integer of 1 or more, and m+n
is 5-30)
JP11044281A 1981-07-15 1981-07-15 Air entraining agent for cement mortar or concrete Granted JPS5815057A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11044281A JPS5815057A (en) 1981-07-15 1981-07-15 Air entraining agent for cement mortar or concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11044281A JPS5815057A (en) 1981-07-15 1981-07-15 Air entraining agent for cement mortar or concrete

Publications (2)

Publication Number Publication Date
JPS5815057A true JPS5815057A (en) 1983-01-28
JPS616020B2 JPS616020B2 (en) 1986-02-22

Family

ID=14535819

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11044281A Granted JPS5815057A (en) 1981-07-15 1981-07-15 Air entraining agent for cement mortar or concrete

Country Status (1)

Country Link
JP (1) JPS5815057A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6683359B1 (en) * 2018-06-21 2020-04-15 竹本油脂株式会社 Additives for hydraulic compositions

Also Published As

Publication number Publication date
JPS616020B2 (en) 1986-02-22

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