JPS60108352A - Super quick settable cement composition - Google Patents

Super quick settable cement composition

Info

Publication number
JPS60108352A
JPS60108352A JP21312883A JP21312883A JPS60108352A JP S60108352 A JPS60108352 A JP S60108352A JP 21312883 A JP21312883 A JP 21312883A JP 21312883 A JP21312883 A JP 21312883A JP S60108352 A JPS60108352 A JP S60108352A
Authority
JP
Japan
Prior art keywords
aluminate
strength
cement composition
cement
weight
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
JP21312883A
Other languages
Japanese (ja)
Other versions
JPH0341420B2 (en
Inventor
金子 勝男
朝明 西岡
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 JP21312883A priority Critical patent/JPS60108352A/en
Publication of JPS60108352A publication Critical patent/JPS60108352A/en
Publication of JPH0341420B2 publication Critical patent/JPH0341420B2/ja
Granted legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/06Aluminous cements
    • C04B28/065Calcium aluminosulfate cements, e.g. cements hydrating into ettringite

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、カルシウムアルミネートと無機硫酸塩を急峻
成分とし、110にc、、s 、 c2s 、 C4A
、lr等のセメント鉱物を含有してなる急硬セメントに
、アルミン酸塩、無機炭酸塩、並びにオキシカルボン酸
及び/又はそのIy、iiの規定量を宮有さぜることに
より、注水後、少なくとも20分以上の硬化時間を保持
し、かつ、1時間の圧縮強匿が1:2モルタルて200
 Kgf / cm2以上を発現するような水和速度が
極めて速い超速硬セメント組成物に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention uses calcium aluminate and inorganic sulfate as steep components, and 110 contains c, s, c2s, C4A.
By mixing a specified amount of aluminate, inorganic carbonate, and oxycarboxylic acid and/or its Iy, ii into a rapidly hardening cement containing cement minerals such as , lr, etc., after pouring water, A 1:2 mortar with a hardening time of at least 20 minutes and a 1 hour compression strength of 200
The present invention relates to an ultra-fast hardening cement composition that exhibits an extremely high hydration rate of Kgf/cm2 or more.

従来より種々の急硬セメント組成物が提案されているが
、施工に必要な作業時間を20分以上きすると、1時間
後の圧縮強には50〜100 Kgf/Cm2程度とな
り200 Kgf / crn2程度の強度を発現する
には2時間以上必要であった。一方、急硬セメントに対
するニーず−の要求はますます高度化し、例えば、市街
地における道路1知や鉄道関係の補修工事等のように、
長時間にわたって交通をしゃ断することができない所に
おいては、なるべく早い時間に高強問を発現するような
コンクリートが要求されている。また、アルミン酸塩は
セメントの急結剤として周く知られているが、カルシウ
ムアルミネートと併用すると、どのような凝結調節剤&
用いても施工に必要な20分程度以上の作業時間を確保
することができないので、それが必要でない特殊用途例
えば吹付工事にしか使用されることがなかった。
Various quick-hardening cement compositions have been proposed in the past, but if the working time required for construction is longer than 20 minutes, the compressive strength after one hour will be about 50 to 100 Kgf/Cm2, which is about 200 Kgf/crn2. It took more than 2 hours to develop the strength. On the other hand, the needs for quick-hardening cement are becoming more and more sophisticated, such as road knowledge in urban areas and railway-related repair work.
In places where it is not possible to block traffic for a long period of time, concrete is required to develop high-strength problems as early as possible. In addition, aluminate is well known as a quick-setting agent for cement, but when used in conjunction with calcium aluminate, what kind of setting regulator and
Even if it were used, it was not possible to secure the working time of about 20 minutes or more required for construction, so it was only used for special purposes where it was not necessary, such as spraying work.

本発明者等は、カルシウムアルミネートと力l(機(D
f酸塩を急恢成ガとする急硬セメントに於いて、アルミ
ン酸塩を添加すると急結するが、注水後1〜2時間の圧
414強Kが著しく高められ、かつ、長期強度の低下も
ない非常に優れた超速硬セメントが得られることの知見
をもとにさらに鋭意研究をつみ重ねた結果、アルミン酸
塩、無機炭酸塩、オキシカルボン酸及び/又はその塩の
特定量を併用するとき、各姫加剤の相剰効果の下に、施
工に必要な20分以上の硬化時間を保有し、かつ、1:
ことを見い出し本発明を完成した。
The inventors have discovered that calcium aluminate and force (D)
When aluminate is added to a quick-hardening cement that uses f-acid as a rapid forming agent, the addition of aluminate results in rapid setting, but the pressure of 414+K increases significantly for 1 to 2 hours after water injection, and the long-term strength also decreases. As a result of further intensive research based on the knowledge that an extremely excellent ultra-fast hardening cement can be obtained, we have found that when specific amounts of aluminate, inorganic carbonate, oxycarboxylic acid and/or their salts are used together. , has a curing time of 20 minutes or more required for construction under the mutual effect of each additive, and 1:
They discovered this and completed the present invention.

すなわち、本発明は、カルシウムアルミネート対無機1
1+f酸塩の重量比が1対肌5〜6からなる急硬成分を
15〜654量%含有してなる急硬セメントにおいて、
内削重量にて、アルミン酸塩0.2〜5%、騨:4m炭
1り塩0.2〜5%、並びにオキシカルボン酸及び/又
はその塩0.1〜2%を含有せしめることを!1+徴と
する超速硬セメント組成物である。
That is, the present invention provides calcium aluminate versus inorganic 1
In a rapid hardening cement containing 15 to 654% by weight of a rapid hardening component having a weight ratio of 1+f acid salt to 5 to 6 skin,
It is recommended to contain 0.2 to 5% of aluminate, 0.2 to 5% of 4m charcoal salt, and 0.1 to 2% of oxycarboxylic acid and/or its salt, based on the internal cutting weight. ! This is an ultra-fast hardening cement composition with a 1+ sign.

以下、さらに詳しく本発明を説明する。The present invention will be explained in more detail below.

本発明において、カルシウムアルミネート対無機健酸塩
の重量比は1対0.5〜6好ましくは1〜1.5である
ことを必要とし、これ以外の割合では、20分以上の作
業時間をイiM保できないか又は1時間で200 Kg
f / cm2以上の強度は得られない。
In the present invention, the weight ratio of calcium aluminate to inorganic salt salt is required to be 1:0.5 to 6, preferably 1 to 1.5.If the ratio is other than this, the working time is 20 minutes or more. I can't keep it up or 200 kg in 1 hour
Intensity greater than f/cm2 cannot be obtained.

カルシウムアルミネートとしては、12CaO・7A1
203゜3Ca()A1203 、 Ca0AA203
+ 11Ca0・7A7203・CaX2(Xはハロゲ
ン)などの無定形又は結晶形が用いられ、また、無機硫
酸塩としては、各種石・け類や硫酸ナトリウム等が使用
される。好ましいものは、12 CaO−7Al2O3
又は12 Ca0・7 JJ203とCa04120s
との混合物と■型無水石膏の組合わせであり最も高強度
を発現する。粉末度はブレーン値で3,000cm2/
 、litもあれば十分であり好ましくは4,000〜
8.000α2/gである。該急峻成分の添加1寸は、
セメントに対し15〜65重量%好ましくは25〜60
重量%である。これ以外の添加量では、作業時間がとれ
ないか又は高強度が得られない。
As calcium aluminate, 12CaO・7A1
203゜3Ca()A1203, Ca0AA203
Amorphous or crystalline forms such as +11Ca0, 7A7203, and CaX2 (X is a halogen) are used, and as the inorganic sulfate, various stones, sodium sulfate, and the like are used. Preferred is 12CaO-7Al2O3
or 12 Ca0.7 JJ203 and Ca04120s
This is a combination of a mixture of Powderness is 3,000cm2/ Blaine value
, lit is sufficient, preferably 4,000~
It is 8.000α2/g. One inch of addition of the steep component is
15-65% by weight based on cement, preferably 25-60%
Weight%. If the addition amount is other than this, the working time will not be taken or high strength will not be obtained.

アルミン酸塩は、本発明の目的を達成するための重要成
分であり、前記急峻成分を配合してなる急硬セメントの
水オ■反応を著しく高め、1時間で200 Kgf /
 rx2以上の強度を発現させるために必要なものであ
る。本発明の配合においては、急結剤でありながら逆に
硬化時間を延ばすという特異な作用を示し、長期強度を
低下させることもない。急硬セメントに対する配合量は
、内削重量で0.2〜5%好ましくは0.5〜2%であ
る。0.2%未繭では所駕の強度に達せず、また、5%
をこえると凝結1tlAJ %剤を用いても作業時間を
確保することができず、さらには長期耐久性に問題があ
る。
Aluminate is an important component for achieving the object of the present invention, and it significantly enhances the water-oxygen reaction of the rapid hardening cement made by blending the above-mentioned steep components, resulting in a rate of 200 Kgf/hour.
This is necessary to develop strength of rx2 or higher. In the formulation of the present invention, although it is a rapid setting agent, it exhibits a unique effect of prolonging the curing time, and does not reduce long-term strength. The amount to be added to the rapidly hardening cement is 0.2 to 5%, preferably 0.5 to 2%, based on the weight of internal cutting. When 0.2% uncocooned, the strength of the cocoon was not reached, and when 5%
If the concentration exceeds 1 tlAJ%, the working time cannot be secured even if a 1tlAJ% agent is used, and furthermore, there is a problem in long-term durability.

アルミン酸塩としては、アルミン酸ソーダが一般的であ
る。
As the aluminate, sodium aluminate is commonly used.

次に、無機炭酸塩とオキシカルボン酸及び/又はその塩
は、強度増進と凝結遅延として機能するOこれらは単独
で添加しても若干硬化時間がのびるのみであり、20分
以上の作業時間を確保するには両者を併用する必要があ
る。また、飽加惜も重要であって、急硬セメントに対し
内削重量で、無機炭酸塩0.2〜5%好ましくは0.5
〜2%、オキシカルボン酸及び/又はその塩0.1〜2
%好ましくは0.2〜1%である。これ以外の添加量、
であると、瞬結して施工に必要な作業時間がとれなG)
力\又は高強度が得られない。無機炭酸塩として(ま、
炭酸ナトリウム、炭酸カリウム、炭酸水素ナト11ウム
、炭酸水素カリウム等、オキシカルボン酸又はその塩と
しては、クエン酸、グルコン酸、酒石酸、リンゴ酸等な
らびにそれらの酸のナトIIウム、カリウム、カルシウ
ム等の水(容性塩が使用さ才しる。
Next, inorganic carbonates and oxycarboxylic acids and/or their salts function as strength enhancers and setting retardants. Even if they are added alone, the curing time is only slightly extended, and the working time is 20 minutes or more. To ensure this, both must be used together. In addition, saturation is also important, and inorganic carbonate is 0.2 to 5%, preferably 0.5%, based on the internal cutting weight of rapidly hardening cement.
~2%, oxycarboxylic acid and/or its salt 0.1-2
% is preferably 0.2 to 1%. Addition amount other than this,
If this is the case, it will connect instantly and the work time necessary for construction will not be availableG)
Power\ or high strength cannot be obtained. As an inorganic carbonate (well,
Sodium carbonate, potassium carbonate, sodium hydrogen carbonate, potassium hydrogen carbonate, etc. Oxycarboxylic acids or their salts include citric acid, gluconic acid, tartaric acid, malic acid, etc., and their acids sodium, potassium, calcium, etc. water (salt compatible) is used.

以上、本発明の超速硬セメント組成物により、I#:、
20分以上の作業時間において、従来は6〜6日庁間を
要した強度をわずか1時間で発現させることができ、そ
の後の強度も順調に伸び長期耐久性ζこ優れ、しかも、
硬化体には斑点化現象は起こさない等の効果を発揮する
ものである。
As described above, with the ultra-fast hardening cement composition of the present invention, I#:
In a working time of 20 minutes or more, the strength that conventionally required 6 to 6 days can be developed in just 1 hour, and the strength increases steadily thereafter and has excellent long-term durability.
The cured product exhibits effects such as not causing any spotting phenomenon.

以下、実施例をあげてさらに具体的に説明する。Hereinafter, the present invention will be described in more detail with reference to Examples.

実施例1 12Ca0・7AA!203とCa041zO3を主成
分とするプレーン値4,800 cFIL2/ fiの
カルシウムアルミネート 型無水石篇(ブレーン値6.500 crrt2/、!
9) 150車−―”部を配合して得られた急硬成分を
市販早強ポルトランrセメントに内削で10〜40重縫
%配合し、さらに内νilJ 11j量でアルミン酸ソ
ーダと炭酸カリウムをそれぞれ1%、クエン酸を0,4
%添加してメ廃速1使セメント組成物をb用台した。
Example 1 12Ca0・7AA! Calcium aluminate type anhydrite version with plain value 4,800 cFIL2/fi whose main components are 203 and Ca041zO3 (Brain value 6.500 crrt2/,!
9) The rapid hardening component obtained by blending 150 parts of the cement was mixed with commercially available early strength Portolan R cement at a rate of 10 to 40 times by internal cutting, and further added with sodium aluminate and potassium carbonate in an amount of 11j. 1% each, 0.4% citric acid
% was added to prepare the cement composition for use in B.

ぜ、20′0恒温室にて硬化時間(A、STM C40
6−65Tに準じる)と1時間圧縮強度を測定した。
Curing time (A, STM C40 in a 20'0 constant temperature room)
6-65T) and the 1 hour compressive strength was measured.

その結果をεα1表に示す。The results are shown in Table εα1.

以下余白 第1表 (注) 実’l1AI61と7は比較例、他は本発明し
1]である。
Table 1 (note) below is a comparative example.

実施例2 急イ吏成分の配合量:を25重域%とし、急11史ル丈
分のカルシウムアルミネートとII型無水石′ト幡θつ
7)す合を変化させた以外は実施例1と同様な試験をし
た。
Example 2 Example except that the blending amount of the active ingredient was 25% by weight, and the combination of calcium aluminate and type II anhydrite was changed. A test similar to 1 was conducted.

その結果を第2表に示す。The results are shown in Table 2.

第2表 実力1((例6 急イl!e成分の配@坩を25重帽%とじ、アルミン酸
ソーダの内削征加昂、を変化させた以外は実施例1と同
様な試験をした。その結果を第6表に示す。
Table 2 Performance 1 ((Example 6) The same test as in Example 1 was conducted except that the dispersion of the ingredient was filled with 25% and the internal cutting strength of the sodium aluminate was changed. The results are shown in Table 6.

第6表 (注)実)険、4614,15.20は比較例、他は本
発明例である。
Table 6 (Note) 4614, 15.20 is a comparative example, and the others are examples of the present invention.

実施例4 急使成分の配合量を25重)壜%とし、無1幾炭「唆塩
のね類と添加量(内削)を変化させた以外は実施例1と
同様な試験をした。その結果をt?! 4表に示す。
Example 4 A test was carried out in the same manner as in Example 1, except that the blended amount of the courier component was 25% per bottle, and the addition amount (internal grinding) was changed. The results are shown in Table 4.

第4表 (注)〜41Wa //621と27は比較例、他は本
発明例である。
Table 4 (note) ~41Wa //621 and 27 are comparative examples, and the others are examples of the present invention.

実施例5 急峻成分の配合量を25重量%とし、オキシカルボン酸
又はその塩のイ虫類と添加量(内側)を変化させた以外
は実施例1と同様な試験をした。その結果を第5表に示
す。
Example 5 A test was carried out in the same manner as in Example 1, except that the blending amount of the steep component was 25% by weight, and the amount of oxycarboxylic acid or its salt added to the insects (inner side) was varied. The results are shown in Table 5.

第5表 (注)実験、%31と66は比較例、他は本発明例であ
る。
Table 5 (Note) Experiments, %31 and 66 are comparative examples, and the others are inventive examples.

実施例6 急硬成分の配合量を25重量%とじた実h111例1の
超速硬セメント組成物に対し、外削で、β−ナフタレン
スルホン酸塩ホルマリン縮合物塩を主成分とする市販の
高性能減水剤萌品名[マイティ100」を固形分で1%
碕加し、セメント量400にj/ / m3 、水セメ
ント比62%、細骨材率64%、スランフ’ 8onの
配合でコンクリートを練り混ぜ、硬化時間と圧縮強反(
φ10cIrL×20cmによる)を測定した。比較例
として、前記配合からアルミン酸ソーダを抜いて試験し
た。それらの結果を第6表に示す。
Example 6 The ultra-fast-hardening cement composition of Example 1 in which the blending amount of the rapid-hardening component was 25% by weight was externally milled using a commercially available high-temperature cement composition containing β-naphthalene sulfonate formalin condensate salt as the main component. Performance water reducing agent Moe product name [Mighty 100] 1% solid content
The concrete was mixed with a cement amount of 400 m3, a water-cement ratio of 62%, a fine aggregate ratio of 64%, and a slump of 8 on, and the hardening time and compression strength (
φ10cIrL×20cm) was measured. As a comparative example, sodium aluminate was removed from the formulation and tested. The results are shown in Table 6.

第6表 特許出願人 nt気化学工業株式会社Table 6 Patent applicant: nt Keikagaku Kogyo Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] カルシウムアルミネート対無機硫酸塩の重量比が1対0
.5〜6からなる急硬成分を15〜65重1代%含有し
てなる急硬セメントにおいて、内割重融にて、アルミン
酸塩0.2〜5%、無機炭酸塩0.2〜5%、並ひにオ
キシカルボン酸及び/又はそのjXO,1〜2%を含有
せしめることを特徴とする超速硬セメント組成物。
Weight ratio of calcium aluminate to inorganic sulfate is 1:0
.. In a rapid hardening cement containing 15 to 65% by weight of a rapid hardening component consisting of 5 to 6, 0.2 to 5% of aluminate and 0.2 to 5% of inorganic carbonate in heavy melting. % and 1 to 2% of oxycarboxylic acid and/or its jXO.
JP21312883A 1983-11-12 1983-11-12 Super quick settable cement composition Granted JPS60108352A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21312883A JPS60108352A (en) 1983-11-12 1983-11-12 Super quick settable cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21312883A JPS60108352A (en) 1983-11-12 1983-11-12 Super quick settable cement composition

Publications (2)

Publication Number Publication Date
JPS60108352A true JPS60108352A (en) 1985-06-13
JPH0341420B2 JPH0341420B2 (en) 1991-06-24

Family

ID=16634037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21312883A Granted JPS60108352A (en) 1983-11-12 1983-11-12 Super quick settable cement composition

Country Status (1)

Country Link
JP (1) JPS60108352A (en)

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US5591259A (en) * 1994-09-20 1997-01-07 Sandoz Ltd. Rapid setting cementitious compositions and method
US5629048A (en) * 1994-09-20 1997-05-13 Sandoz Ltd. Rapid setting cementitious compositions and method
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JP2007297250A (en) * 2006-05-02 2007-11-15 Denki Kagaku Kogyo Kk Ultrarapid hardening cement composition, ultrarapid hardening mortar composition and ultrarapid hardening grout mortar
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US9670124B2 (en) 2013-03-13 2017-06-06 Rivertop Renewables, Inc. Nitric acid oxidation process
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JPS54134735A (en) * 1978-04-12 1979-10-19 Denki Kagaku Kogyo Kk Quick hardener for dry spray process
JPS56145146A (en) * 1980-04-09 1981-11-11 Denki Kagaku Kogyo Kk Manufacture of glass fiber reinforced cement board

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54134735A (en) * 1978-04-12 1979-10-19 Denki Kagaku Kogyo Kk Quick hardener for dry spray process
JPS56145146A (en) * 1980-04-09 1981-11-11 Denki Kagaku Kogyo Kk Manufacture of glass fiber reinforced cement board

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5591259A (en) * 1994-09-20 1997-01-07 Sandoz Ltd. Rapid setting cementitious compositions and method
US5629048A (en) * 1994-09-20 1997-05-13 Sandoz Ltd. Rapid setting cementitious compositions and method
US5895525A (en) * 1994-09-20 1999-04-20 Mbt Holding Ag Rapid setting cementitious compositions and method
JP2003165753A (en) * 2001-11-29 2003-06-10 Denki Kagaku Kogyo Kk Cement admixture, cement composition and mortar or concrete using the same
JP2007137744A (en) * 2005-11-22 2007-06-07 Taiheiyo Material Kk Quick hardening material and grout
JP2007137745A (en) * 2005-11-22 2007-06-07 Taiheiyo Material Kk Quick hardening material and high-penetrating grout
JP2007197268A (en) * 2006-01-27 2007-08-09 Denki Kagaku Kogyo Kk Ultra-quick hardening/highly flowable cement composition, and mortar or concrete using same
JP2007197267A (en) * 2006-01-27 2007-08-09 Denki Kagaku Kogyo Kk Ultra-rapid-hardening/high-flow cement composition and mortar or concrete using the same
JP2007261884A (en) * 2006-03-29 2007-10-11 Denki Kagaku Kogyo Kk Grout composition, mortar or concrete and grout material using it
JP2007297250A (en) * 2006-05-02 2007-11-15 Denki Kagaku Kogyo Kk Ultrarapid hardening cement composition, ultrarapid hardening mortar composition and ultrarapid hardening grout mortar
US8623943B2 (en) 2007-11-15 2014-01-07 The University Of Montana Hydroxypolyamide gel forming agents
US9096787B2 (en) 2012-11-28 2015-08-04 Rivertop Renewables Corrosion inhibiting, freezing point lowering compositions
US9670124B2 (en) 2013-03-13 2017-06-06 Rivertop Renewables, Inc. Nitric acid oxidation process
US9758462B2 (en) 2013-03-13 2017-09-12 Rivertop Renewables, Inc. Nitric acid oxidation processes

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