JPS6041631B2 - Concrete workability improvement method - Google Patents

Concrete workability improvement method

Info

Publication number
JPS6041631B2
JPS6041631B2 JP6027681A JP6027681A JPS6041631B2 JP S6041631 B2 JPS6041631 B2 JP S6041631B2 JP 6027681 A JP6027681 A JP 6027681A JP 6027681 A JP6027681 A JP 6027681A JP S6041631 B2 JPS6041631 B2 JP S6041631B2
Authority
JP
Japan
Prior art keywords
concrete
added
cement
amount
performance 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.)
Expired
Application number
JP6027681A
Other languages
Japanese (ja)
Other versions
JPS57175765A (en
Inventor
芳春 渡辺
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP6027681A priority Critical patent/JPS6041631B2/en
Publication of JPS57175765A publication Critical patent/JPS57175765A/en
Publication of JPS6041631B2 publication Critical patent/JPS6041631B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、高性能減水剤を添加したコンクリートのワ
ーカビリテイ改良法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for improving the workability of concrete to which a superplasticizer is added.

本発明において、コンクリートとは、モルタル、コンク
リートなど総称したものである。 周知のように、セメ
ント減水剤の中でも、特にセメントに多量添加しても凝
結遅延性や過剰の空気連行性などに悪影響を与えること
なく高分散性を付与することのできる分散剤、いわゆる
高性能減水剤とよばれているものは、高強度が要求され
るコンクリート、特にパイル、ポール、ブロック等のコ
ンクリート工場製品の製造に慣用されているが、このコ
ンクリートには、無添加のそれに比べて、著しくフロー
やスランプが低下し、とりわけ低温時には作業時間がと
れないという欠点がある。
In the present invention, concrete is a general term for mortar, concrete, etc. As is well known, among cement water reducing agents, dispersants, so-called high-performance agents, can impart high dispersibility without adversely affecting setting retardation or excessive air entrainment even when added to cement in large quantities. Water reducers are commonly used in the manufacture of concrete that requires high strength, especially concrete factory products such as piles, poles, and blocks. The drawback is that the flow and slump are significantly reduced, and it takes less time to work, especially at low temperatures.

本発明は、これらの問題点を解決したもので、微少量
の多価フェノール類又はこれらと糖類とを併用すること
により、コンクリートのフローやスランプの低下防止及
び作業性を向上させた高性能減水剤を添加したコンクリ
ートのワーカビリテイ改良法を提案する。
The present invention solves these problems, and uses a very small amount of polyhydric phenols or a combination of these and sugars to prevent concrete flow and slump from decreasing and improves workability. We propose a method for improving the workability of concrete with additives added.

すなわち、本発明は、高性能減水剤を添加したコンク
リートのセメント分に対し、多価フェノール類0.00
5〜0.3重量%、又はこれと糖類0.005〜0.1
重量%とを添加することを特徴とする。
That is, in the present invention, 0.00% of polyhydric phenols are added to the cement content of concrete to which a high performance water reducing agent has been added.
5 to 0.3% by weight, or this and 0.005 to 0.1 saccharide
% by weight.

以下、詳しく本発明について説明する。 本発明にお
いて、高性能減水剤とは、前記した性質を有するもので
あつて、具体例としては、ナフタレンスルホン酸塩ホル
ムアルデヒド縮合物、ナフタレンスルホン酸とリグニン
スルホン酸ホルムアルデヒド共縮合物、メラミンホルム
アルデヒド縮合物のスルホン化物があげられ、これらの
市販品としては、花王石鹸(株)商品名「マイテイ10
0」、「マイテイ150」、「マイテイHS」、竹本油
脂(株)商品名「ポールファイン5l0N」、山陽国策
パルプ(株)商品名「サンフローPS」、ポゾリス物産
(株)商品名「NL−1450」、「NL−4000」
、昭和電工(株)商品名「メルメント」などがある。
The present invention will be explained in detail below. In the present invention, the high performance water reducing agent has the properties described above, and specific examples thereof include naphthalene sulfonate formaldehyde condensate, naphthalene sulfonic acid and lignin sulfonic acid formaldehyde cocondensate, and melamine formaldehyde condensate. These commercially available products include Kao Soap Co., Ltd.'s product name "Mighty 10".
0", "Mighty 150", "Mighty HS", Takemoto Yushi Co., Ltd. product name "Pole Fine 5l0N", Sanyo Kokusaku Pulp Co., Ltd. product name "Sunflow PS", Pozolis Bussan Co., Ltd. product name "NL-" 1450”, “NL-4000”
, Showa Denko Co., Ltd.'s product name ``Melmento.''

通常、これらの高性能減水剤は、コンクリートのセメン
ト分に対し0.2〜3重量%程度添加するが、このよう
な高性能減水剤が添加したコンクリートは前記したよう
に著しくフローやスランプが低下するので、本発明にお
いては、コンクリートのセメント分に対し0.005〜
0、踵量%という微少量の多価フェノール類、又はさら
に本発明の効果を助長させるために、これら多価フェノ
ール類と共に0.005〜0.1重量%という極微少量
の糖類を添加するものである。 多価フェノール類とし
ては、カテコール、レゾルシン、ハイドロキノン、ピロ
ガロール、フロログルシンなどがあげられる。
Normally, these high-performance water reducers are added in an amount of about 0.2 to 3% by weight based on the cement content of concrete, but as mentioned above, concrete with these high-performance water reducers added has significantly lower flow and slump. Therefore, in the present invention, the cement content of concrete is 0.005~
A very small amount of polyhydric phenols of 0.0% by weight, or a very small amount of saccharide of 0.005 to 0.1% by weight is added together with these polyhydric phenols in order to further enhance the effect of the present invention. It is. Examples of polyhydric phenols include catechol, resorcinol, hydroquinone, pyrogallol, and phloroglucin.

これの添加量は、コンクリートのセメント分に対し0.
005重量%未満ではフローやスランプの低下防止効果
が小さく、また、0.鍾量%をこえると強度発現が著し
く遅延される。糖類としては、単糖類や二糖類、三糖類
などの多糖類のいずれであつてもよいが、性能及び経済
性の点から庶糖が最も好ましい。
The amount of this added is 0.0% relative to the cement content of concrete.
If it is less than 0.005% by weight, the effect of preventing a decrease in flow or slump will be small; When the slag weight exceeds %, the strength development is significantly delayed. The saccharide may be any polysaccharide such as monosaccharide, disaccharide, or trisaccharide, but saccharide is most preferable from the viewpoint of performance and economy.

糖類は、多価フェノール類と併用することなく単味でか
つ低温特に15℃以下の温度で使用しても、フローやス
ランプの低下防止効果はないが、多価フェノール類と併
用することによつて初めてフローやスランプの低下防止
効果を助長することができる。糖類の添加量は、コンク
リートのセメント分に対し、0.005重量%未満では
、その助長効果がなく、また、0.1重量%をこえると
、硬化が著しく遅延するので好ましくない。
Even when sugars are used alone without polyhydric phenols and at low temperatures, especially at temperatures below 15°C, they do not have the effect of preventing a decrease in flow or slump, but when used in combination with polyhydric phenols, Only then can the effect of preventing a drop in flow and slump be promoted. If the amount of sugar added is less than 0.005% by weight based on the cement content of concrete, there will be no promoting effect, and if it exceeds 0.1% by weight, curing will be significantly delayed, which is not preferable.

以下、実施例をあげてさらに本発明を説明する。The present invention will be further explained below with reference to Examples.

実施例1 高性能減水剤として、商品名「マイテイ150」を用い
、これをセメントに対し1.5重量%と固定し、多価フ
ェノール類の種類とそれのセメントに対する添加量を変
えて、モルタルのフロー低下を測定した。
Example 1 The product name "Mighty 150" was used as a high-performance water reducing agent, and it was fixed at 1.5% by weight based on the cement, and the type of polyhydric phenols and the amount added to the cement were changed, and mortar was prepared. The flow reduction was measured.

モルタルは、普通ボルトランドセメント、F.M2.9
5の天然川砂を使用し、セメントニ砂比1:1.5.W
/C3O%の条件で混練し、練り上がり直後と2時間後
のフロー値を10℃の温度で測定した。その結果を、練
り上がり直後のフロー値を100とした場合の相対値と
して第1表に示す。また、同じモルタルで7日の圧縮強
度を測定した結果についても第1表に示す。なお実験N
O.lは比較例である。第1表では、多価フェノール類
の添加量の増加に伴ない、フロー低下防止効果が大とな
り、7日の強度発現は遅れることを示しているが、材令
28日ては740〜750kgIc艷の強度を発現し、
この値は、多価フェノール類を添加しないものとほぼ同
等な値となることを確めた。
The mortar is ordinary Boltland cement, F. M2.9
5 natural river sand with a cement-to-sand ratio of 1:1.5. W
/C3O%, and the flow values were measured at a temperature of 10° C. immediately after kneading and 2 hours later. The results are shown in Table 1 as relative values when the flow value immediately after kneading is 100. Table 1 also shows the results of measuring the compressive strength after 7 days using the same mortar. Furthermore, experiment N
O. 1 is a comparative example. Table 1 shows that as the amount of polyhydric phenols added increases, the flow reduction prevention effect increases, and the development of strength at 7 days is delayed, but at 28 days of age, 740 to 750 kgIc expresses the strength of
It was confirmed that this value was almost the same as that without adding polyhydric phenols.

実施例2 レゾルシンはセメントに対し0.03重量%(但し、実
験NO.l7、18、25及び30は無添加である)、
高性能減水剤として、商品名「サンフローPS」をセメ
ントに対し1.5重量%とし、糖類の種類とそれのセメ
ントに対する添加量を変化させた以外は、実施例1と同
様な試験を行なつた。
Example 2 Resorcinol was 0.03% by weight based on cement (however, no additive was used in Experiment Nos. 17, 18, 25 and 30),
A test was conducted in the same manner as in Example 1, except that the product name "Sunflow PS" was used as a high-performance water reducing agent at 1.5% by weight based on the cement, and the type of sugar and the amount added to the cement were changed. Summer.

その結果を第2表に示す。実験NO.l7〜19.25
及び30は比較例である。第2表では、糖類の添加量の
増加に伴ない、フ.ロー低下防止効果が大となり、7日
の強度発現が遅れることを示しているが、材令28日で
は740〜750k91c涜の強度を発現し、この値は
、糖類を添加しないものとほぼ同等な値となることを確
めた。
The results are shown in Table 2. Experiment No. l7~19.25
and 30 are comparative examples. Table 2 shows that as the amount of added sugar increases, the amount of f. This shows that the effect of preventing low reduction becomes large and the development of strength at 7 days is delayed, but at 28 days of age, a strength of 740 to 750 k91c is developed, which is almost the same as that without adding sugars. It was confirmed that the value was

実施例3高性能減水剤として、商品名「メルメントFl
O」をセメントに対し1.0重量%とした以外は、実施
例2と同様な試験を行なつた。
Example 3 As a high performance water reducing agent, the product name “Melment Fl” was used as a high performance water reducing agent.
The same test as in Example 2 was conducted except that O' was 1.0% by weight based on the cement.

その結果を第3表に示す。実験NO.35.36及び4
1は比較例であり、レゾルシンを添加していない例であ
る。第3表では、糖類の添加量の増加に伴ない、フロー
低下防止効果が大となり、7日の強度発現は遅れること
を示しているが、材令28日では740〜750kgI
c清を発現し、この値は、糖類を添加しないものとほぼ
同等な値となることを確めた。実施例4 高性能減水剤として、商品名「ボールファイン510N
」を使用し、第4表のコンクリート配合を用い、レゾル
シンと庶糖を種々変化させ、温度8゜Cで50fのコン
クリートを混練してそのスランプの経時変化を測定した
The results are shown in Table 3. Experiment No. 35.36 and 4
Sample No. 1 is a comparative example in which resorcinol was not added. Table 3 shows that as the amount of sugar added increases, the flow reduction prevention effect increases and strength development at 7 days is delayed;
It was confirmed that this value was almost the same as that without the addition of sugars. Example 4 As a high-performance water reducing agent, the product name “Ball Fine 510N”
'', using the concrete formulation shown in Table 4, varying the resorcinol and sucrose, mixing 50f of concrete at a temperature of 8°C, and measuring the change in slump over time.

Claims (1)

【特許請求の範囲】[Claims] 1 高性能減水剤を添加したコンクリートのセメント分
に対し、多価フェノール類を0.005〜0.3重量%
又はこれらと糖類0.005〜0.1重量%添加するこ
とを特徴とする高性能減水剤を添加したコンクリートの
ワーカビリテイ改良法。
1. Polyhydric phenols are added in an amount of 0.005 to 0.3% by weight based on the cement content of concrete added with a high performance water reducer.
Or a method for improving the workability of concrete containing a high-performance water reducing agent characterized by adding these and 0.005 to 0.1% by weight of sugars.
JP6027681A 1981-04-21 1981-04-21 Concrete workability improvement method Expired JPS6041631B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6027681A JPS6041631B2 (en) 1981-04-21 1981-04-21 Concrete workability improvement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6027681A JPS6041631B2 (en) 1981-04-21 1981-04-21 Concrete workability improvement method

Publications (2)

Publication Number Publication Date
JPS57175765A JPS57175765A (en) 1982-10-28
JPS6041631B2 true JPS6041631B2 (en) 1985-09-18

Family

ID=13137450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6027681A Expired JPS6041631B2 (en) 1981-04-21 1981-04-21 Concrete workability improvement method

Country Status (1)

Country Link
JP (1) JPS6041631B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0483178A (en) * 1990-07-26 1992-03-17 Nissan Motor Co Ltd Device for diagnosing control device
WO1994005502A1 (en) 1992-09-08 1994-03-17 Canon Kabushiki Kaisha Improved liquid jet printing head, and liquid jet printing apparatus provided with liquid jet printing head
FR2804424B1 (en) * 2000-01-28 2002-11-22 Rhodia Chimie Sa COMPOSITIONS BASED ON PHENOLIC DERIVATIVES AND THEIR USE AS ADJUVANTS OF MINERAL BINDERS
JP5744702B2 (en) * 2011-10-26 2015-07-08 花王株式会社 Additive for hydraulic composition
JP6016615B2 (en) * 2012-12-21 2016-10-26 花王株式会社 Hydraulic composition
JP6054736B2 (en) * 2012-12-21 2016-12-27 花王株式会社 Hydraulic composition
JP5965305B2 (en) * 2012-12-21 2016-08-03 花王株式会社 Hydraulic composition
JP7098582B2 (en) * 2018-08-08 2022-07-11 花王株式会社 Additives for compositions containing inorganic particles

Also Published As

Publication number Publication date
JPS57175765A (en) 1982-10-28

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