JP7135849B2 - Durability improver for impregnated hardened cement - Google Patents

Durability improver for impregnated hardened cement Download PDF

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JP7135849B2
JP7135849B2 JP2018245070A JP2018245070A JP7135849B2 JP 7135849 B2 JP7135849 B2 JP 7135849B2 JP 2018245070 A JP2018245070 A JP 2018245070A JP 2018245070 A JP2018245070 A JP 2018245070A JP 7135849 B2 JP7135849 B2 JP 7135849B2
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香穂 高村
基隆 藤井
俊秀 村岡
典史 板子
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    • 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
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Description

本発明は、含浸型セメント系硬化体耐久性向上剤に関する。詳しくは、セメント系硬化体の吸水を抑制し、強度を向上させる含浸型の耐久性向上剤に関する。 TECHNICAL FIELD The present invention relates to an impregnation-type hardened cement body durability improver. More specifically, it relates to an impregnation-type durability improver that suppresses water absorption of a cement-based hardening body and improves strength.

セメント、モルタル、コンクリート等のセメント系硬化体は、土木建造物、建築構造物及びコンクリート製品などに広く使用されている。近年、建造物の耐震性や長寿命化が求められ、高耐久性コンクリートの需要が高まっている。 Cement-based hardening bodies such as cement, mortar, and concrete are widely used for civil engineering structures, architectural structures, concrete products, and the like. In recent years, the demand for high-durability concrete has increased due to the demand for earthquake resistance and long-life buildings.

セメント系硬化体の劣化の大部分は、コンクリートへの水の侵入が関わっており、それを防ぐことでセメント系硬化体の耐久性向上につながることが知られている。セメント系硬化体表面に施工する主な防水方法として、アスファルト防水、シート防水、塗膜防水、浸透性塗布防水等が挙げられる。特に浸透性塗布防水は、広範囲や複雑な形状のセメント系硬化体への塗布が可能であり、セメント系硬化体の状況に関係なく施工することができるため、施工が容易な点が優れている。浸透性塗布防水の一例として、例えば、コンクリート中のカルシウムイオン等と反応することで防水性を付与するケイ酸ソーダ水溶液を塗布することが知られている(非特許文献1)。 It is known that most of the deterioration of cementitious hardening bodies is related to the intrusion of water into concrete, and that preventing this leads to an improvement in the durability of cementitious hardening bodies. Main waterproofing methods applied to the surface of cementitious hardening bodies include asphalt waterproofing, sheet waterproofing, coating film waterproofing, permeable coating waterproofing, and the like. In particular, permeable coating waterproofing can be applied to cement-based hardening bodies with a wide range and complicated shapes, and can be applied regardless of the condition of cement-based hardening bodies, so it is excellent in terms of ease of construction. . As an example of permeable coating waterproofing, it is known to apply a sodium silicate aqueous solution that imparts waterproofness by reacting with calcium ions or the like in concrete (Non-Patent Document 1).

笠井芳夫・小林正几編著、「セメント・コンクリート用混和材料」、技術書院、1993年発行、p.423-425Edited by Yoshio Kasai and Masanori Kobayashi, "Admixture Materials for Cement and Concrete", published by Gijutsu Shoin, 1993, p. 423-425

しかし、非特許文献1記載の方法では、吸水抑制効果は発現するが、十分な強度向上が得られなかった。また、吸水抑制効果を発現させるためには、散水やシート養生といった湿潤養生が必須であり、十分な湿潤養生が難しい広範囲への施工には課題が残る。
そこで本発明の課題は、気中養生において十分な防水性の付与に加え、セメント系硬化体の強度向上を可能とする含浸型セメント系硬化体耐久性向上剤を提供することである。
However, in the method described in Non-Patent Document 1, although the effect of suppressing water absorption was exhibited, a sufficient improvement in strength was not obtained. In addition, wet curing such as water sprinkling and sheet curing is essential in order to achieve the effect of suppressing water absorption.
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide an impregnation-type hardened cementitious product durability improver capable of improving the strength of the hardened cementitious product in addition to imparting sufficient waterproofness in air curing.

本発明者らは、鋭意検討を重ねた結果、特定の炭素数の脂肪酸2価金属塩とポリオキシアルキレン誘導体を含む水溶液を、セメント系硬化体の耐久性向上剤として使用することで、上記の課題を解決することの知見を得て、本発明を完成するに至った。 As a result of intensive studies, the present inventors have found that the above-mentioned hardened cementitious material can be improved by using an aqueous solution containing a fatty acid divalent metal salt having a specific number of carbon atoms and a polyoxyalkylene derivative as a durability improver. The present invention has been completed by obtaining the knowledge to solve the problem.

すなわち、本発明は次の[1]である。
[1]含浸型セメント系硬化体耐久性向上剤であって、炭素数が2~10の脂肪酸と2価金属との脂肪酸2価金属塩(A)と、下記式(1)で表される25℃で液状のポリオキシアルキレン誘導体(B)との水溶液からなる含浸型セメント系硬化体耐久性向上剤。

Figure 0007135849000001
(式(1)において、Rは炭素数1~30の炭化水素基及び水素原子からなる群より選ばれた一種以上であり、Rは水素原子及びメチル基からなる群より選ばれた一種以上であり、AOはそれぞれ独立して炭素数2~4のオキシアルキレン基から選ばれる一種以上であり、nは前記オキシアルキレン基AOの平均付加モル数であり、1~100の数を表す。) That is, the present invention is the following [1].
[1] An impregnation-type cement-based hardened body durability improving agent, represented by the following formula (1) with a fatty acid divalent metal salt (A) of a fatty acid having 2 to 10 carbon atoms and a divalent metal An impregnation-type cement-based hardened body durability improver comprising an aqueous solution of a polyoxyalkylene derivative (B) that is liquid at 25°C.
Figure 0007135849000001
(In formula (1), R 1 is one or more selected from the group consisting of hydrocarbon groups having 1 to 30 carbon atoms and hydrogen atoms, and R 2 is one selected from the group consisting of hydrogen atoms and methyl groups. Each AO is independently one or more selected from oxyalkylene groups having 2 to 4 carbon atoms, and n is the average number of added moles of the oxyalkylene group AO, representing a number of 1 to 100. )

本発明によれば、気中養生において十分な防水性の付与に加え、セメント系硬化体の強度向上を可能とする含浸型セメント系硬化体耐久性向上剤を提供することができる。 INDUSTRIAL APPLICABILITY According to the present invention, it is possible to provide an impregnation-type cementitious hardening product durability improver capable of imparting sufficient waterproofness in air curing and improving the strength of the cementitious hardening product.

[含浸型セメント系硬化体耐久性向上剤]
本発明の含浸型セメント系硬化体耐久性向上剤は、炭素数が2~10の脂肪酸と2価金属との脂肪酸2価金属塩(A)と、25℃で液状のポリオキシアルキレン誘導体(B)との水溶液からなることを特徴とする。
ここで、含浸型セメント系硬化体耐久性向上剤とは、セメント、モルタル、コンクリート等のセメント系硬化体の表面に塗布することで、セメント系硬化体の表層に存在する微細な孔や隙間を埋めることができ、前記セメント系硬化体の耐久性向上を図るものである。
また、ここでいう耐久性向上とは、含浸型セメント系硬化体耐久性向上剤をセメント系硬化体の表面に塗布することで、セメント系硬化体の防水性及び強度が向上することをいう。
そして、防水性とは、セメント系硬化体の吸水量から評価されるものであり、強度とは、JIS R5201(セメントの物理試験方法)に準拠して測定される圧縮強度から評価されるものである。
[Durability improver for impregnated hardened cement]
The impregnation-type cement-based hardened body durability improver of the present invention comprises a fatty acid divalent metal salt (A) of a fatty acid having 2 to 10 carbon atoms and a divalent metal, and a polyoxyalkylene derivative (B ) and an aqueous solution.
Here, the impregnation-type cement-based hardening material durability improving agent is applied to the surface of cement-based hardening material such as cement, mortar, concrete, etc., so that fine pores and gaps existing on the surface layer of the cement-based hardening material are removed. It can be buried and improves the durability of the cement-based hardening body.
Further, the term "improved durability" as used herein means that the waterproofness and strength of the cement-based hardening body are improved by applying the impregnation-type cement-based hardening body durability improver to the surface of the cement-based hardening body.
The waterproofness is evaluated from the amount of water absorbed by the cement-based hardened body, and the strength is evaluated from the compressive strength measured in accordance with JIS R5201 (physical test method for cement). be.

<炭素数が2~10の脂肪酸と2価金属との脂肪酸2価金属塩(A)>
本発明の含浸型セメント系硬化体耐久性向上剤は、炭素数が2~10である脂肪酸と2価金属との2価脂肪酸金属塩(A)を含有することを特徴とする。この2価脂肪酸金属塩とは、2価金属イオンと2分子の脂肪酸に由来するカルボン酸イオンからなる塩であり、具体的には以下の式(2)で表されるものである。
<Fatty acid divalent metal salt (A) of fatty acid having 2 to 10 carbon atoms and divalent metal>
The impregnation-type hardened cement body durability improver of the present invention is characterized by containing a divalent fatty acid metal salt (A) of a fatty acid having 2 to 10 carbon atoms and a divalent metal. This divalent fatty acid metal salt is a salt composed of a divalent metal ion and two molecules of fatty acid-derived carboxylic acid ions, and is specifically represented by the following formula (2).

Figure 0007135849000002
ここで、上記式(2)において、RCOOは、炭素数2~10の脂肪酸(RCOOH)に由来する一価カルボン酸イオンであり、Rは炭素数1~9の炭化水素基である。Mは2価金属であり、M2+は前記2価金属に由来する2価金属イオンである。
Figure 0007135849000002
Here, in the above formula (2), RCOO is a monovalent carboxylic acid ion derived from a fatty acid (RCOOH) having 2 to 10 carbon atoms, and R is a hydrocarbon group having 1 to 9 carbon atoms. M is a divalent metal, and M 2+ is a divalent metal ion derived from the divalent metal.

ここで、前記2価脂肪酸金属塩を構成する脂肪酸(RCOOH)は、直鎖脂肪酸でも分岐鎖脂肪酸でも良いが、分岐鎖脂肪酸がより好ましい。この脂肪酸の炭素数が10より大きいと、セメント系硬化体表面の微細孔等を埋めることができず、耐久性を向上させることができなくなる。炭素数を9以下とすることで、耐久性向上効果をより発揮することができより好ましい。
2価脂肪酸金属塩を構成する脂肪酸は、具体的には、直鎖脂肪酸として、酪酸、吉草酸、カプロン酸、カプリル酸、ノナン酸等が好ましく、カプロン酸又はカプリル酸がより好ましく、カプロン酸が特に好ましい。また、分岐鎖脂肪酸としては、イソ酪酸、イソ吉草酸、2-エチルヘキサン酸、イソノナン酸等が好ましく、2-エチルヘキサン酸又はイソノナン酸がより好ましく、2-エチルヘキサン酸が特に好ましい。
Here, the fatty acid (RCOOH) constituting the divalent fatty acid metal salt may be either a straight-chain fatty acid or a branched-chain fatty acid, but a branched-chain fatty acid is more preferable. If the number of carbon atoms of this fatty acid is more than 10, it will not be possible to fill the micropores and the like on the surface of the hardened cementitious product, making it impossible to improve the durability. By setting the number of carbon atoms to 9 or less, the effect of improving durability can be more exhibited, which is more preferable.
Specifically, the fatty acid constituting the divalent fatty acid metal salt is preferably a straight-chain fatty acid such as butyric acid, valeric acid, caproic acid, caprylic acid, or nonanoic acid, more preferably caproic acid or caprylic acid, and caproic acid. Especially preferred. The branched chain fatty acid is preferably isobutyric acid, isovaleric acid, 2-ethylhexanoic acid, isononanoic acid, etc., more preferably 2-ethylhexanoic acid or isononanoic acid, and particularly preferably 2-ethylhexanoic acid.

2価脂肪酸金属塩を構成する2価金属は、マグネシウム、カルシウム等のアルカリ土類金属であることが好ましく、マグネシウムがより好ましい。 The divalent metal constituting the divalent fatty acid metal salt is preferably an alkaline earth metal such as magnesium or calcium, more preferably magnesium.

<25℃で液状のポリオキシアルキレン誘導体(B)>
本発明の含浸型セメント系硬化体耐久性向上剤は、下記式(1)で表される25℃で液状のポリオキシアルキレン誘導体(B)を含有することを特徴とする。

Figure 0007135849000003
<Polyoxyalkylene derivative (B) liquid at 25°C>
The impregnation-type hardened cement body durability improver of the present invention is characterized by containing a polyoxyalkylene derivative (B) that is liquid at 25° C. represented by the following formula (1).
Figure 0007135849000003

上記式(1)で表されるポリオキシアルキレン誘導体(B)は、25℃で液状であることを特徴とする。
25℃で液状であるポリオキシアルキレン誘導体(B)は、取り扱い良く使用することができる。
The polyoxyalkylene derivative (B) represented by the above formula (1) is characterized by being liquid at 25°C.
The polyoxyalkylene derivative (B), which is liquid at 25°C, can be easily handled and used.

式(1)において、Rは炭素数1~30の炭化水素基及び水素原子からなる群より選ばれた一種であり、Rの炭素数は1~22が好ましく、1~18がさらに好ましい。Rは具体的には、メチル基、エチル基、プロピル基、ブチル基、ペンチル基、ヘキシル基、ヘプチル基、オクチル基、ノニル基、デシル基、ドデシル基、トリデシル基、テトラデシル基、ヘキサデシル基、オクタデシル基、イソステアリル基などが挙げられる。 In formula (1), R 1 is one selected from the group consisting of hydrocarbon groups having 1 to 30 carbon atoms and hydrogen atoms, and R 1 preferably has 1 to 22 carbon atoms, more preferably 1 to 18 carbon atoms. . R 1 is specifically a methyl group, ethyl group, propyl group, butyl group, pentyl group, hexyl group, heptyl group, octyl group, nonyl group, decyl group, dodecyl group, tridecyl group, tetradecyl group, hexadecyl group, octadecyl group, isostearyl group and the like.

式(1)において、Rは水素原子及びメチル基からなる群より選ばれた一種以上であり、水素原子であることがより好ましい。式(1)において、RとRの組み合わせとしては、Rが炭素数1~8の炭化水素基、Rが水素原子であるものが、耐久性向上が優れる点でさらに好ましい。 In formula (1), R 2 is one or more selected from the group consisting of a hydrogen atom and a methyl group, more preferably a hydrogen atom. In formula (1), as a combination of R 1 and R 2 , a combination in which R 1 is a hydrocarbon group having 1 to 8 carbon atoms and R 2 is a hydrogen atom is more preferable from the viewpoint of excellent improvement in durability.

式(1)において、AOはそれぞれ独立して炭素数2~4のオキシアルキレン基から選ばれる一種以上である。炭素数2~4のオキシアルキレン基としては、オキシエチレン基、オキシプロピレン基、オキシブチレン基、オキシテトラメチレン基等が挙げられる。炭素数2のオキシアルキレン基と一種以上の炭素数3~4のオキシアルキレン基から選ばれる二種以上がより好ましい。また、オキシアルキレン基は、ランダムに付加されていても、ブロック状に付加されていても良い。 In formula (1), each AO is independently one or more selected from oxyalkylene groups having 2 to 4 carbon atoms. The oxyalkylene group having 2 to 4 carbon atoms includes oxyethylene group, oxypropylene group, oxybutylene group, oxytetramethylene group and the like. Two or more selected from an oxyalkylene group having 2 carbon atoms and one or more oxyalkylene groups having 3 to 4 carbon atoms are more preferable. In addition, the oxyalkylene group may be added randomly or in blocks.

式(1)において、AOの平均付加モル数は、1~100である。上限値として、好ましくは50以下であり、より好ましくは30以下であり、更に好ましくは20以下である。 In formula (1), the average number of added moles of AO is 1-100. The upper limit is preferably 50 or less, more preferably 30 or less, and even more preferably 20 or less.

本発明の含浸型セメント系硬化体耐久性向上剤において、前記(A)成分と(B)成分との混合割合は、特に限定されないが、好ましくは(A)1~50質量部:(B)99~50質量部である。より好ましくは(A)5~40質量部:(B)95~60質量部、さらに好ましくは(A)10~35質量部:(B)90~65質量部、特に好ましくは(A)20~30質量部:(B)80~70質量部である。
(A)成分と(B)成分との混合割合を前記範囲内とすることで、気中養生において吸水をより抑制でき、セメント系硬化体の強度をより向上させることができる。
In the impregnation-type cement-based hardening body durability improving agent of the present invention, the mixing ratio of the component (A) and the component (B) is not particularly limited, but preferably 1 to 50 parts by mass of (A): (B) 99 to 50 parts by mass. More preferably (A) 5 to 40 parts by mass: (B) 95 to 60 parts by mass, more preferably (A) 10 to 35 parts by mass: (B) 90 to 65 parts by mass, particularly preferably (A) 20 to 30 parts by mass: (B) 80 to 70 parts by mass.
By setting the mixing ratio of the component (A) and the component (B) within the above range, the water absorption in the air curing can be further suppressed, and the strength of the cement-based hardened body can be further improved.

<水溶液>
本発明の含浸型セメント系硬化体耐久性向上剤は、水溶液であること特徴とする。水溶液とすることで、広範囲や複雑な形状のセメント系硬化体への塗布を簡単に実施することができる。さらに、現場において、上記(A)成分と(B)成分と水を混合するだけでよいので、より簡単に含浸型セメント系硬化体耐久性向上剤を作成することができる。
<Aqueous solution>
The impregnation-type hardened cement body durability improver of the present invention is characterized by being an aqueous solution. By making it an aqueous solution, it can be easily applied to a cement-based hardening material having a wide range or a complicated shape. Furthermore, since it is only necessary to mix the components (A), (B), and water on site, the impregnation-type cement-based hardened body durability improver can be prepared more easily.

本発明の含浸型セメント系硬化体耐久性向上剤は、前記(A)成分と(B)成分との合計含有量が、好ましくは1~70質量%の範囲で含む水溶液である。下限値としては、より好ましくは10質量%以上であり、さらに好ましくは20質量%以上である。上限値としては、より好ましくは50質量%以下であり、さらに好ましくは40質量%以下である。
(A)成分と(B)成分との合計含有量を前記範囲内とすることで、セメント系硬化体へより耐久性向上効果を付与することができる。
The impregnation-type cement-based hardening body durability improver of the present invention is an aqueous solution containing the above components (A) and (B) in a total content of preferably 1 to 70% by mass. The lower limit is more preferably 10% by mass or more, and still more preferably 20% by mass or more. The upper limit is more preferably 50% by mass or less, and even more preferably 40% by mass or less.
By setting the total content of the component (A) and the component (B) within the above range, the effect of improving durability can be imparted to the cement-based hardened body.

本発明の含浸型セメント系硬化体耐久性向上剤は、モルタル、コンクリートなどのセメント系硬化体の表面に塗布や噴霧して使用する。
含浸型セメント系硬化体耐久性向上剤の塗布、散布または吹付けをする方法としては、例えば、塗布をするには、水溶液をセメント系硬化体に塗りつけることができる刷毛やローラーなどいずれでも使用することができる。また、散布や吹付けをするには、手押しポンプ式の吹付け機、機械式の吹付け機等のいずれでも使用することができる。施工時の温度は特に制限されないが、好ましくは5~35℃である。
The impregnation-type hardened cement body durability improver of the present invention is applied or sprayed onto the surface of hardened cement bodies such as mortar and concrete.
As a method for applying, spraying or spraying the impregnated cement-based hardening body durability improver, for example, for application, any brush or roller that can apply an aqueous solution to the cement-based hardening body can be used. be able to. In addition, for spreading or spraying, either a hand pump type sprayer, a mechanical sprayer, or the like can be used. Although the temperature during construction is not particularly limited, it is preferably 5 to 35°C.

本発明の含浸型セメント系硬化体耐久性向上剤の使用量は特に限定されるものではないが、1m当たり50~500gの範囲で使用することが好ましく、100~400gがより好ましい。50g以上とすることにより、吸水抑制効果や強度向上効果を十分に発揮することができる。また、500g以下とすることにより、使用量を低減することができる。 The amount of the impregnation-type cement-based hardened body durability improver of the present invention used is not particularly limited, but it is preferably used in the range of 50 to 500 g, more preferably 100 to 400 g, per 1 m 2 . By making it 50 g or more, the effect of suppressing water absorption and the effect of improving strength can be sufficiently exhibited. Moreover, the amount used can be reduced by making it 500 g or less.

本発明の含浸型セメント系硬化体耐久性向上剤に使用できるセメントとしては、普通、早強、超早強、低熱、中庸熱、耐硫酸塩等のポルトランドセメントや、これらポルトランドセメントに高炉スラグ、フライアッシュ、又はシリカを混合した各種混合セメント、エコセメント、白色セメント、超速硬セメント等が挙げられる。 Cement that can be used in the impregnation-type cement-based hardened body durability improver of the present invention includes Portland cement such as normal, early-strength, ultra-early-strength, low-heat, moderate-heat, sulfate-resistant, and blast-furnace slag, Examples include various mixed cements mixed with fly ash or silica, ecocement, white cement, ultra fast hardening cement, and the like.

本発明の含浸型セメント系硬化体耐久性向上剤に使用できる骨材としては、通常のコンクリートやモルタルに使用できるものであれば特に限定されるものではなく、川砂、山砂、陸砂、砕砂、けい砂等の細骨材や、川砂利、山砂利、陸砂利、砕石、人工軽量骨材、高炉スラグ砕石及び再生骨材等の粗骨剤が挙げられる。 Aggregates that can be used in the impregnation-type cement-based hardening body durability improver of the present invention are not particularly limited as long as they can be used in ordinary concrete or mortar, and are river sand, mountain sand, land sand, and crushed sand. , fine aggregate such as silica sand, and coarse aggregate such as river gravel, mountain gravel, land gravel, crushed stone, artificial lightweight aggregate, blast furnace slag crushed stone and recycled aggregate.

本発明の含浸型セメント系硬化体耐久性向上剤は、その効果を阻害しない範囲で、他の添加剤(添加材)を使用することができる。他の添加剤としては、減水剤、AE剤、AE減水剤、乾燥収縮低減剤、消泡剤、空気量調整剤、凝結遅延剤、凝結促進剤、膨張剤、流動化剤、気泡剤、分離抑制剤、保水剤、増粘剤、防水剤、養生剤等が挙げられる。 Other additives (additives) can be used in the impregnation-type cement-based hardened body durability improver of the present invention within a range that does not impair its effects. Other additives include water reducing agents, AE agents, AE water reducing agents, drying shrinkage reducing agents, defoaming agents, air amount adjusting agents, setting retarders, setting accelerators, swelling agents, fluidizing agents, foaming agents, separation Inhibitors, water retention agents, thickeners, waterproofing agents, curing agents and the like can be mentioned.

以下に、実施例を挙げて本発明を説明する。
<モルタルの製造>
中庸熱セメント(太平洋セメント社製)100質量部、細骨材(山砂)170質量部を秤量し、強制練りミキサで空練り後、水34質量部と減水剤(マリアリムAKM-60F、日油(株)製)[対セメント0.6質量%]を加えて混練し、モルタルとした。モルタル温度は20±2℃、JIS A 1116「フレッシュコンクリートの単位容積質量試験方法及び空気量の質量による試験方法」に準拠して求めた単位容積質量は2,150±30g/Lであった。
実施例及び比較例に用いた脂肪酸2価金属塩(A)(化合物A-1~A-3)を表1に示し、ポリオキシアルキレン誘導体(B)(化合物B-1~B-5)を表2に示す。また、塗布回数における吸水比と強度比の結果を表3に示し、各例における吸水比と強度比の結果を表4に示す。
The present invention will be described below with reference to examples.
<Manufacture of mortar>
100 parts by mass of moderate heat cement (manufactured by Taiheiyo Cement Co., Ltd.) and 170 parts by mass of fine aggregate (mountain sand) were weighed, and after empty kneading with a forced kneading mixer, 34 parts by mass of water and a water reducing agent (Malialim AKM-60F, NOF) Co., Ltd.) [0.6% by mass relative to cement] was added and kneaded to form mortar. The mortar temperature was 20±2° C., and the unit volume mass determined according to JIS A 1116 “Test method for unit volume mass of fresh concrete and test method for air content by mass” was 2,150±30 g/L.
Fatty acid divalent metal salts (A) (compounds A-1 to A-3) used in Examples and Comparative Examples are shown in Table 1, and polyoxyalkylene derivatives (B) (compounds B-1 to B-5) were Table 2 shows. Table 3 shows the results of the water absorption ratio and strength ratio for the number of applications, and Table 4 shows the results of the water absorption ratio and strength ratio in each example.

(評価方法)
<供試体の作成>
上記モルタルを4cm×4cm×16cmの型枠に充填し、1日後に脱型し供試体を得た。その後、耐久性向上剤を供試体1本当たり約4.3g(約150g/m)秤量し、得られた供試体に霧吹きを用いて全面に吹きつけ、吸水量及び圧縮強度まで、気中養生(20±2℃、湿度60±5%)を行った。複数塗布する場合、2回目を混練より7日後、3回目を混練より14日後に塗布し、同様に気中養生を行い、供試体を得た。
(Evaluation method)
<Preparation of specimen>
The above mortar was filled in a mold of 4 cm×4 cm×16 cm, and removed from the mold one day later to obtain a specimen. After that, about 4.3 g (about 150 g/m 2 ) of a durability improving agent was weighed out per one test piece, and the entire surface of the obtained test piece was sprayed with a sprayer. Curing (20±2° C., humidity 60±5%) was performed. When multiple coatings were applied, the second coating was applied 7 days after kneading, and the third coating was applied 14 days after kneading.

<防水性の評価>
JIS A1404(建築用セメント防水剤の試験方法)記載の吸水率測定に準拠し、1時間後の防水性を評価した。
混練から20日経過した上記の供試体を約80℃の乾燥機にて約8時間乾燥させ、乾燥時の質量を測定した。
混練から21日経過した供試体の充填面を下面とし、かつ下部2cmを常に浸水させながら、温度20±3℃の室内に置き、1時間経過したところで取り出し、手早く浸水部分の水分を拭取り、直ちに秤量したときの質量を吸水時の質量とした。吸水量及び吸水比は下記の式で求めた。下記式より、吸水比の値が小さいほど、防水性に優れた含浸型セメント系硬化体耐久性向上剤であるといえる。

Figure 0007135849000004
Figure 0007135849000005
<Evaluation of waterproofness>
Based on the water absorption measurement described in JIS A1404 (testing method for cement waterproofing agents for construction), waterproofness was evaluated after 1 hour.
After 20 days from kneading, the test piece was dried in a dryer at about 80° C. for about 8 hours, and the mass at the time of drying was measured.
Place the test piece 21 days after kneading in a room at a temperature of 20±3°C with the filled surface facing downward and the bottom 2 cm constantly being submerged in water. The mass when weighed immediately was taken as the mass at the time of water absorption. The water absorption amount and water absorption ratio were determined by the following formulas. From the following formula, it can be said that the smaller the value of the water absorption ratio, the more excellent the waterproofness of the impregnation type cement-based hardened body durability improver.
Figure 0007135849000004
Figure 0007135849000005

<強度の評価>
混練から28日経過した供試体を用いて、28日後の圧縮強度の測定を行った。圧縮強度の測定は、JIS R5201(セメントの物理試験方法)に準拠した。強度比の値が大きいほど、強度向上性に優れた含浸型セメント系硬化体耐久性向上剤であるといえる。

Figure 0007135849000006
<Evaluation of strength>
Compressive strength was measured after 28 days using a test piece that had been kneaded for 28 days. Compressive strength was measured according to JIS R5201 (physical test method for cement). It can be said that the larger the value of the strength ratio, the more excellent the strength-improving property of the impregnated cement-based hardened body durability improver.
Figure 0007135849000006

Figure 0007135849000007
Figure 0007135849000007

Figure 0007135849000008
Figure 0007135849000008

Figure 0007135849000009
Figure 0007135849000009

表3の結果より、本発明の含浸型セメント系硬化体耐久性向上剤を用いた実施例1は、塗布回数が増加するにつれ、気中養生においてもモルタルの吸水を抑制し、強度を向上させられることが分かった。一方、(A)成分を含有しない剤を塗布した比較例1は、気中養生では防水性及び強度の向上について十分な効果が得られないことがわかった。 From the results in Table 3, Example 1 using the impregnation-type cement-based hardening body durability improver of the present invention suppresses water absorption of mortar even in air curing and improves strength as the number of times of application increases. I found out that I can. On the other hand, it was found that Comparative Example 1, in which the agent not containing the component (A) was applied, was not sufficiently effective in improving waterproofness and strength by curing in the air.

Figure 0007135849000010
Figure 0007135849000010

表4の結果から、実施例2~6と比較例2~6を比較すると、本発明の含浸型セメント系硬化体耐久性向上剤を塗布した場合、気中養生においてもモルタルの吸水を抑制し、強度を向上させられることが分かった。 From the results in Table 4, when Examples 2 to 6 and Comparative Examples 2 to 6 are compared, when the impregnation-type cement-based hardened body durability improver of the present invention is applied, water absorption of mortar is suppressed even in air curing. was found to improve strength.

比較例2では、水のみを塗布したものであるが、気中養生でモルタルの吸水を抑制できないことがわかった。
比較例3はポリオキシアルキレン誘導体(B)の原液を塗布したものであり、モルタルの吸水抑制に劣る結果となった。
比較例4は、脂肪酸2価金属塩(A)とポリオキシアルキレン誘導体(B)の原液を塗布したものであり、モルタルの吸水抑制及び強度向上に劣る結果となった。
比較例5では、脂肪酸2価金属塩(A)のみを含有する水溶液を塗布したものであり、モルタルの強度が向上しないことがわかった。
比較例6では、脂肪酸2価金属塩を構成する脂肪酸の炭素数が本発明の範囲を外れるため、水溶液とすることができなかった。そして、霧吹きで噴霧できなかったため刷毛で塗布を行い評価した。結果としては、比較例1と同様の結果であり、当該脂肪酸2価金属塩ではモルタルの吸水抑制及び強度向上は見られなかった。

In Comparative Example 2, only water was applied, but it was found that air curing could not suppress the water absorption of the mortar.
In Comparative Example 3, the undiluted solution of the polyoxyalkylene derivative (B) was applied, and the result was inferior in suppressing the water absorption of the mortar.
In Comparative Example 4, the undiluted solution of the fatty acid divalent metal salt (A) and the polyoxyalkylene derivative (B) was applied, resulting in poor suppression of water absorption and improvement in strength of the mortar.
In Comparative Example 5, an aqueous solution containing only the fatty acid divalent metal salt (A) was applied, and it was found that the strength of the mortar was not improved.
In Comparative Example 6, the number of carbon atoms in the fatty acid constituting the fatty acid divalent metal salt was outside the scope of the present invention, so an aqueous solution could not be prepared. Then, since it could not be sprayed with a sprayer, it was applied with a brush and evaluated. The result was the same as in Comparative Example 1, and the divalent metal salt of fatty acid did not suppress the water absorption of the mortar and did not improve the strength.

Claims (1)

含浸型セメント系硬化体耐久性向上剤であって、炭素数が2~10の脂肪酸と2価金属との脂肪酸2価金属塩(A)と、下記式(1)で表される25℃で液状のポリオキシアルキレン誘導体(B)との水溶液からなり、前記(A)成分と前記(B)成分との混合割合が(A)2030質量部:(B)8070質量部であり、前記(A)成分と前記(B)成分との合計含有量が2040質量%の範囲で含む水溶液からなる含浸型セメント系硬化体耐久性向上剤。
Figure 0007135849000011
(式(1)において、Rは炭素数1~30の炭化水素基及び水素原子からなる群より選ばれた一種以上であり、Rは水素原子及びメチル基からなる群より選ばれた一種以上であり、AOはそれぞれ独立して炭素数2~4のオキシアルキレン基から選ばれる一種以上であり、nは前記オキシアルキレン基AOの平均付加モル数であり、1~100の数を表す。)
A fatty acid divalent metal salt (A) of an impregnation-type cementitious hardened body durability improver comprising a fatty acid having 2 to 10 carbon atoms and a divalent metal, and at 25 ° C. represented by the following formula (1) It consists of an aqueous solution with a liquid polyoxyalkylene derivative (B), and the mixing ratio of the component (A) and the component (B) is 20 to 30 parts by mass of (A): 80 to 70 parts by mass of (B). , an impregnation-type cement-based hardened body durability improver comprising an aqueous solution containing the total content of the component (A) and the component (B) in the range of 20 to 40 % by mass.
Figure 0007135849000011
(In formula (1), R 1 is one or more selected from the group consisting of hydrocarbon groups having 1 to 30 carbon atoms and hydrogen atoms, and R 2 is one selected from the group consisting of hydrogen atoms and methyl groups. Each AO is independently one or more selected from oxyalkylene groups having 2 to 4 carbon atoms, and n is the average number of added moles of the oxyalkylene group AO, representing a number of 1 to 100. )
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JP2005089228A (en) 2003-09-16 2005-04-07 Denki Kagaku Kogyo Kk Cement admixture and cement composition
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