JPS5891047A - Cement additive - Google Patents

Cement additive

Info

Publication number
JPS5891047A
JPS5891047A JP18692681A JP18692681A JPS5891047A JP S5891047 A JPS5891047 A JP S5891047A JP 18692681 A JP18692681 A JP 18692681A JP 18692681 A JP18692681 A JP 18692681A JP S5891047 A JPS5891047 A JP S5891047A
Authority
JP
Japan
Prior art keywords
cement
water
parts
strength
added
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
JP18692681A
Other languages
Japanese (ja)
Other versions
JPS636513B2 (en
Inventor
菊池 正恒
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.)
Onoda Cement Co Ltd
Original Assignee
Onoda Cement 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 Onoda Cement Co Ltd filed Critical Onoda Cement Co Ltd
Priority to JP18692681A priority Critical patent/JPS5891047A/en
Publication of JPS5891047A publication Critical patent/JPS5891047A/en
Publication of JPS636513B2 publication Critical patent/JPS636513B2/ja
Granted legal-status Critical Current

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

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】 本発明はポルトランドセメント系セメント(以下、セメ
ントと略称する)を水和する際のセメントの諸性質を改
良するための添加材に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an additive for improving various properties of Portland cement-based cement (hereinafter referred to as cement) when hydrated.

セメントは水和硬化材料として他にない優れた性能を有
するが、その欠点としては初期硬化の過程で浮き水が出
やすい(ブリージング現象)、初期の強さ発現が小さい
、乾燥すると体積収縮によリヒビ割れが出やすい等の問
題点がある。近時これらセメント水和硬化時の問題点を
改良すべく、強さ促進剤、ブリージング防止剤、収縮低
減材等種々の改良剤(材)の提案がなされている。
Cement has excellent performance as a hydration hardening material, but its disadvantages include the tendency for floating water to come out during the initial hardening process (breathing phenomenon), low initial strength development, and volumetric shrinkage when drying. There are problems such as easy cracking. Recently, various improving agents (materials) such as strength accelerators, anti-breathing agents, and shrinkage reducing agents have been proposed in order to improve these problems during cement hydration hardening.

本出願人は、この要望に応じるため、さきにセメントの
水和反応における添加材として消焼用パン石を使用し、
jIす焼用パンイー1とT水右こう、半水石こうおよび
無水石こうのうちの少くども1種と、牛fj灰、11石
灰およびG灰石のうちの少くども1種との渥合物よりな
るセメントの凝結硬化促進剤を開発した(特公昭54−
423759)。この発明によれば600〜700℃に
ガ″−焼されIど明パン石の組成(よA 12(S O
4)、・K2SO4に変化し、これを水に懸濁させた場
合△1″、 802. K”また(よNa″イΔンが急
激に溶出するため、jlす焼用パン石を混合したレメン
1へに水を加えて混練づるど、これらのイオンがセメン
ト中のCa2+おJ:びflこう中のCa2+おJ、 
(FSO2−ど急激に反応し、その結果セメン1−11
味のとさ、Lリブ゛リージング水の生成は少く、l!メ
ン1〜は速ヤ〕かに硬化する利点があったが、反応が余
りに急激に起るため、Lメント混線の際に作業す11が
悲く、また長期にわたって圧縮強度の増進がf[(り、
かつヒビ割れが発9し易い欠点があった。
In order to meet this demand, the present applicant first used extinguishing bread stone as an additive in the hydration reaction of cement.
From a combination of Panyi 1 for baking, at least one of T water gypsum, hemihydrate gypsum, and anhydrous gypsum, and at least one of cow fj ash, 11 lime, and G ash. Developed a setting and hardening accelerator for cement.
423759). According to this invention, the composition of Idopanite, which is fired at 600 to 700°C, is
4), When it changes to K2SO4 and is suspended in water, △1'', 802. When water is added to Remen 1 and kneaded, these ions cause Ca2+OJ in the cement.
(FSO2- reacts rapidly, resulting in cement 1-11
The taste is strong, the production of L-living water is small, and L! Men 1 to 1 had the advantage of rapidly hardening, but the reaction occurred too rapidly, making it difficult to work on L men 11 when cross-connecting, and the compressive strength did not increase over a long period of time. the law of nature,
In addition, there was a drawback that cracks were likely to occur.

本発明名はこの欠点を除去する廿メン1〜水和硬化性の
改良材としてセメントにス・」する不焼明ハン石の作用
を種々til+究したところ、明パン石粉末を水に懸濁
させた場合暇焼用パン石を水中に懸濁させた場合よりも
△1″、S O’a−J5よびに+ま/、:はNa+の
溶出速度はぼく、しかも徐々に溶出することに衿ト1し
、鍜焼用パン石の代りに明パン石を使用する方法につい
て追究した。
The name of the present invention is to eliminate this drawback.1 - After various investigations into the effect of unburnt alumite, which is added to cement as a hydration hardenability improver, we found that alumite powder was suspended in water. When the baking stones were suspended in water, the elution rate of Na+ was △1'', SO'a-J5 and +ma/, : was 1, and the rate of elution of Na+ was lower than when the baking stones were suspended in water. We investigated the method of using Akpan stone instead of Pan stone for kiln firing.

その結果によると、明パン石より水中に徐々に溶出りる
イオンが廿メン1〜中の3CaO−810おJ:び2C
a O・Si O2より溶出するCa  (O11)2
ど化学量論的に有効に、しかも緩やかに反応するため、
セメンl−の硬化は長期にわたって安定し、特公昭54
、−42374i月の発明のようにイjこうを補充する
必要はなくなり、またブリージング水の生成が少く、圧
縮強度が大で、亀裂発生のないレタン1〜硬化体が得ら
れることを知見した。
According to the results, the ions gradually eluted into water from Akpanite were 3CaO-810, J: and 2C,
a O・Si Ca (O11)2 eluted from O2
Because it reacts stoichiometrically effectively and slowly,
The hardening of cement l- is stable over a long period of time.
It has been found that it is no longer necessary to replenish sludge as in the invention of May 2003, and that a cured body of rethane 1 to 1 can be obtained with less generation of breathing water, high compressive strength, and no cracking.

次に実験した結果について説明りる。Next, I will explain the experimental results.

実験に使用した普通ポルトランドセメン1〜および明パ
ン石の化学成分は第1表の如くである。
The chemical compositions of ordinary Portland cement 1 and Akpanite used in the experiment are shown in Table 1.

第1表 十記明パンEi(50/7篩残分2.1%、ル−ン比表
面積5800 cln2/CJ )を−ト記凹通ポルト
ランドセメント 割合に添加混合し、水/材料比60%で)昆紳し、直径
5cm、高さ10CIIlの型枠に入れて成型し、成櫻
1す物を20°C.湿度90%で養生後、第2表に示1
如き期間の圧縮強さを測定し、第2表の結果を得た。
Table 1 Aeroban Ei (50/7 sieve residue 2.1%, specific surface area 5800 cln2/CJ) was added and mixed to the concave portland cement ratio listed in Table 1, and the water/material ratio was 60%. 20°C. After curing at 90% humidity, as shown in Table 21
The compressive strength was measured over the following period and the results shown in Table 2 were obtained.

第2表の結果より鍜焼しない明パン石申味をボルトラン
ドセメントに添加し水和1!シめた場合にも明パン石に
よる反応14はあり、セメント +OOa量部に対して
明パン石5重量部を添加した場合は、明パン石無添加の
場合に比し圧縮強さが蔦しく浸れ、明パン石を20@量
部以ト添加しても圧縮強さは優れているかよ/jはわり
゛かに降下する稈度であることが認められ、かつ明パン
石を20重石部以下添加した場合は、月齢28F1以降
の硬化体にヒビ割れが生じないことを確認した。そして
40重吊部添JJll シ/こ場合には、月齢91日で
かすかにヒビ割れを生じたことを認めた。
From the results in Table 2, we added Akpanishi Shinmi, which is not roasted, to Bortland cement and achieved hydration of 1! The reaction 14 caused by Akpanite occurs even when the mixture is reduced, and when 5 parts by weight of Akpanite is added to the amount of cement +OOa, the compressive strength increases compared to the case without addition of Akpanite. Is the compressive strength excellent even if more than 20 parts of Alarkite is added?/J It was recognized that the culm was rather reduced, and when Alarkite was added to 20 parts of Alarkite, the compressive strength was excellent. It was confirmed that when the following amounts were added, cracks did not occur in the cured product after the age of 28F1. In this case, slight cracks were observed at 91 days of age.

次に上記普通ボルトランドセメントと明パン石を第3表
に示ず重量割合に混合1ノ、混合物100重量部に対し
、豊浦11!卑砂200重崩部を加えて混合し、これに
水80重醋部を混合してモルタルを造り、20℃の室温
上でブリージング試験を(jない浮き水の闇を測定し得
られた結果を第3表に示す。
Next, the above-mentioned ordinary Bortland cement and Akpanite were mixed in a weight ratio not shown in Table 3, and 100 parts by weight of the mixture was mixed with Toyoura 11! Add and mix 200 parts of base sand, mix with 80 parts of water to make mortar, and conduct a breathing test at room temperature of 20°C (results obtained by measuring darkness of floating water). are shown in Table 3.

ジング水の容積割合で・示した。It is expressed as a volume percentage of water.

第3表の結果J、り普通ポルトランドセメントに明パン
右を添加することによりブリージング率が大いに減少す
ることが認められた。
As shown in Table 3, it was found that the breathing rate was greatly reduced by adding Ampang to ordinary Portland cement.

次にまた上記普通ポルlーランドセメントと明パン石に
消′r:i灰を第4表に示す1111合に混合し、水/
材料比60%で混練し、直径5cm、高さ10cmの型
枠に入れて成型し、成型物を20℃、湿度90%で湿空
養生後、第4表に示す期間の圧縮強さを測定し、第4表
の結果を1nだ。
Next, the above-mentioned ordinary polluland cement and alumite were mixed with 1111 parts of the ash shown in Table 4, and water/
The mixture was kneaded at a material ratio of 60%, molded in a mold with a diameter of 5 cm and a height of 10 cm, and the molded product was cured in humid air at 20°C and 90% humidity, and the compressive strength was measured for the period shown in Table 4. And the result in Table 4 is 1n.

第4表の結果より浦石灰の添加にまり月齢1〜3日の1
1縮強さが15〜30%増加することそしてさらに月齢
7〜28「1にわたり圧縮強さが5〜20%増加するこ
とが認められ、かつ28日以酵の硬化体にヒじ゛割れが
牛しないことを確認しIこ。
From the results in Table 4, it was determined that the addition of Ura lime was 1 to 3 days old.
It was observed that the compressive strength increased by 15 to 30% over the age of 7 to 28 months, and cracks appeared in the cured product after 28 days. Make sure there are no cows.

ざらにまた、粒径5.omm以上1粗粒率36の砂に、
予め砂1001吊部に対して第1表に示J明パンそ)を
3小串部註合し、ついで゛この混合物100小串部に対
し20車半部の水を加え、モルタル用ミキりにて2分間
混練後、20重量部の普通ポル]ヘラン1〜レメン1〜
を加えてさらに1分30秒間混練しlこ後、4X、l’
1X16c…の型枠にて成型し、濡瓜20℃、湿亀90
%rIDli!IM空養生後、20℃の水中に浸漬し、
成型後11]、7日および28日口のtルタル供試体の
曲げJ3よびF[綿強さを測定した。ま)こ比較のため
上記と同様の方法で、明パン石を加えないモルタルにつ
いても強さを測定した。さらに成型1ヲ10目のブリー
ジング率についても測定した。これらの結果を第5表に
示ず 第5)表の結果よりセメン1〜量が貧配合の場合におい
でも明パン石を添加Jることによりブリージング率の減
少と強〔きの向」に著しい効果があることが認められ、
かつ280以降の硬化体にヒビ割れが生じないことを確
認した、。
Rani also has a particle size of 5. omm or more 1 coarse grain ratio 36 sand,
In advance, add 3 small skewers of J Ming bread (shown in Table 1) to the hanging part of 1001 sand, then add 20 and a half parts of water to 100 small skewers of this mixture, and use a mortar mixer. After kneading for 2 minutes, 20 parts by weight of Ordinary Pol] Heran 1 ~ Remen 1 ~
and kneaded for another 1 minute and 30 seconds, then 4X, l'
Mold in a 1x16c mold, wet at 20°C, wet at 90°C.
%rIDli! After IM air curing, immerse in water at 20℃,
11], 7 days and 28 days after molding, the bending J3 and F [cotton strength] of the rutar specimens were measured. For comparison purposes, the strength of mortar without Arkampite was also measured using the same method as above. Furthermore, the breathing rate at the 1st and 10th moldings was also measured. These results are not shown in Table 5, but from the results in Table 5), even when the amount of cement is mixed, the addition of Arkpanite significantly reduces the breathing rate and increases the strength of the effect. It is recognized that it is effective,
Moreover, it was confirmed that no cracks occurred in the cured product after 280%.

本発明はこれらの知見に基くものであっC1明パン?h
粉末を主成分とじlこセメン1〜用添7JI目ΔC゛あ
り、また明パン石粉末と消石灰を主成分としたセメント
の凝結硬化促進剤である。
The present invention is based on these findings. h
It is a cement setting and hardening accelerator whose main ingredients are powder and slaked lime.

本発明にd−3いて、セメンl−とは普通ポル1−ラン
ドレメン1へおよび一般のポルトランド【?メン1〜系
セメン1〜を包含する。
In the present invention, d-3 refers to cement l- to ordinary pol 1-land remen 1 and general portland [? Includes Men 1 ~ series Semen 1 ~.

また本発明において、明パン石は化学式にでNa A 
l、 (SO2)、、 <0f−1)6ないしはKAI
、(804)2(011)6を主成分と1−るもので、
50μの篩を通過する程度に粉砕したものをセメン1−
  ioo重は部に対しく)、1〜50市量部、好まし
くは1〜30重量部添加Jることが好ましく、初期強さ
発現を促進り−るため消石灰を添加Jる場合は明パン石
100重品部に対し50重嶺部以下、好ましく番ま1(
)〜30小量部添加Jることが好ましい。
Furthermore, in the present invention, Akpanite has a chemical formula of Na A
l, (SO2),, <0f-1)6 or KAI
, (804)2(011)6 as the principal component,
Cement 1-
It is preferable to add 1 to 50 parts by weight, preferably 1 to 30 parts by weight, and if slaked lime is added to promote initial strength development, it is preferable to add 1 to 50 parts by weight. Less than 50 parts per 100 parts, preferably number 1 (
) to 30 small parts are preferably added.

本発明の明パン石をセメン]〜に添加混合することによ
り−[ルタルや]ンクリートのブリージングを防J1.
シ、初期強さを向上せしめ、透水11を改善ざ「ること
ができるは′かりでなく、セメントの水和により長期に
わたり遊1i111する消石灰と明パン石の成分どが反
応するのC長期強さを増進せしめ、かつ乾燥収縮を大幅
に低減けしめることができる。
By adding and mixing the Akpanite of the present invention to cement, the breathing of rutar and concrete is prevented by J1.
However, it is not only possible to improve the initial strength and water permeability, but also the long-term strength due to the reaction between the components of slaked lime and Alpanite, which are released over a long period of time due to the hydration of the cement. drying shrinkage can be significantly reduced.

そして:l tc セメントの短期強さを向」−「シめ
るために【、未セメンl−と明パン、/:iとを反応せ
しめるに当り消石灰を予め存右Iしめることにより達せ
られる。
In order to increase the short-term strength of the cement, this can be achieved by pre-existing slaked lime before reacting the uncemented and light bread.

Claims (1)

【特許請求の範囲】[Claims] 明パン石を主成分としたセメント用添加材。An additive for cement whose main ingredient is Akpanite.
JP18692681A 1981-11-24 1981-11-24 Cement additive Granted JPS5891047A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18692681A JPS5891047A (en) 1981-11-24 1981-11-24 Cement additive

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18692681A JPS5891047A (en) 1981-11-24 1981-11-24 Cement additive

Publications (2)

Publication Number Publication Date
JPS5891047A true JPS5891047A (en) 1983-05-30
JPS636513B2 JPS636513B2 (en) 1988-02-10

Family

ID=16197122

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18692681A Granted JPS5891047A (en) 1981-11-24 1981-11-24 Cement additive

Country Status (1)

Country Link
JP (1) JPS5891047A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002241161A (en) * 2001-02-15 2002-08-28 Sumitomo Osaka Cement Co Ltd Cement composition for grout and bleeding suppressing method for cement milk for grout

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002241161A (en) * 2001-02-15 2002-08-28 Sumitomo Osaka Cement Co Ltd Cement composition for grout and bleeding suppressing method for cement milk for grout

Also Published As

Publication number Publication date
JPS636513B2 (en) 1988-02-10

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