JPH03247542A - Hydraulic composition - Google Patents

Hydraulic composition

Info

Publication number
JPH03247542A
JPH03247542A JP3965890A JP3965890A JPH03247542A JP H03247542 A JPH03247542 A JP H03247542A JP 3965890 A JP3965890 A JP 3965890A JP 3965890 A JP3965890 A JP 3965890A JP H03247542 A JPH03247542 A JP H03247542A
Authority
JP
Japan
Prior art keywords
cement
pts
weight
calcium
adsorbent
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
JP3965890A
Other languages
Japanese (ja)
Other versions
JP2928310B2 (en
Inventor
Toshio Mihara
三原 敏夫
Koji Nakagawa
中川 晃次
Minoru Shirasawa
白沢 実
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=12559188&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPH03247542(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP3965890A priority Critical patent/JP2928310B2/en
Publication of JPH03247542A publication Critical patent/JPH03247542A/en
Application granted granted Critical
Publication of JP2928310B2 publication Critical patent/JP2928310B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To prevent the coloring and discoloring of a hardened surface by preparing a hydraulic compsn. with calcium aluminates and an adsorbent as essential components. CONSTITUTION:Amorphous calcium aluminates having about 30-60wt.% CaO content and an adsorbent such as fuller's earth or bauxite added by about 1-30 pts.wt. per 100 pts.wt. of the aluminates are used as essential components to prepare a hydraulic compsn. preventing the coloring and discoloring of a hardened surface. A cement admixture is obtd. by adding about 50-500 pts.wt. inorg. sulfate such as anhydrous calcium sulfate and about 0.1-30 pts.wt. retarder such as citric acid to 100 pts.wt. of the hydraulic compsn. and a cement compsn. is obtd. by adding 200-5,000 pts.wt. cement to 100 pts.wt. of the cement admixture.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、主として土木・建築分野において使用される
水硬性組成物、セメント混和材及びセメント組成物に関
する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a hydraulic composition, a cement admixture, and a cement composition used mainly in the civil engineering and construction fields.

[従来の技術とその課題] 現在、土木・建築分野において、緊急補修工事用、止水
用あるいは工期短縮用等に急結剤が広く使用されており
、急結剤は、JIS A 0203に1セメントの水和
反応を早め凝結時間を著しく短くするために用いる混和
剤」と定義されている。
[Prior art and its problems] Currently, quick-setting agents are widely used in the civil engineering and construction fields for emergency repair work, water stopping, shortening construction period, etc. Quick-setting agents are specified in JIS A 0203 1 It is defined as an admixture used to accelerate the hydration reaction of cement and significantly shorten the setting time.

急結剤としては、CaC1,、AI (OH) 3、N
a2CO,、NaOH,NaAl0□、カルシウムアル
ミネート類、仮焼明ばん石及び水ガラス等が知られてい
る(新・コンクリート用混和材料、1989年7月■シ
ーエムシー発行)が、本発明はこのうちカルシウムアル
ミネート類に関するものである。
As quick setting agents, CaCl, AI (OH) 3, N
a2CO, NaOH, NaAl0□, calcium aluminates, calcined alumite, water glass, etc. are known (New Admixtures for Concrete, published by CMC, July 1989). This is related to calcium aluminates.

即ち、カルシウムアルミネート類を急結剤として使用し
たモルタル又はコンクリート硬化体は、その表面が薄茶
色系統の色に着色する場合があり、美観上好ましくない
という課題があった。
That is, the surface of a mortar or concrete hardened body using calcium aluminates as an quick-setting agent may be colored in a light brownish color, which is undesirable from an aesthetic point of view.

本発明者らは、急結剤としてのカルシウムアルミネート
に係わる前記技術上の課題を解決すべく種々検討を重ね
た結果、特定の組成物が前記課題の解決のために有効で
あるとの知見を得て本発明を完成するに至った。
The present inventors have conducted various studies to solve the above-mentioned technical problems related to calcium aluminate as an quick-setting agent, and have found that a specific composition is effective for solving the above-mentioned problems. As a result, the present invention was completed.

[課題を解決するための手段] 即ち、本発明は、カルシウムアルミネート類及び吸着剤
を主成分とする水硬性組成物であり、該水硬性組成物と
無機硫酸塩及び凝結遅延剤を主成分とするセメント混和
材であり、さらに、該セメント混和材とセメントを主成
分とするセメント組成物である。
[Means for Solving the Problems] That is, the present invention is a hydraulic composition containing calcium aluminates and an adsorbent as main components, and a hydraulic composition containing the hydraulic composition, an inorganic sulfate, and a setting retarder as main components. The present invention is a cement admixture containing the cement admixture, and a cement composition containing the cement admixture and cement as main components.

以下、本発明の詳細な説明する。The present invention will be explained in detail below.

本発明に係るカルシウムアルミネート類(以下CA類と
いう)とは、通常、電気炉もしくはロータリーキルン等
により高温で生成するカルシウムアルミネートであり、
結晶質又は非晶質を問わず使用可能であり、これらの生
成過程での他の成分や不純物の存在も特に限定されるも
のではない。
Calcium aluminates (hereinafter referred to as CAs) according to the present invention are calcium aluminates that are usually produced at high temperatures in an electric furnace, rotary kiln, etc.
It can be used regardless of whether it is crystalline or amorphous, and the presence of other components and impurities during the production process is not particularly limited.

結晶質のカルシウムアルミネート類としては、CaOを
C,Al2O2をAとすると、CA、 C5A3、C,
□A、及びC3A等と示されるもの、また、FezO3
をF、 Ca5O,をCS及びXをハロゲンとすると、
CやA以外の他の成分が結晶中に存在する、C3A3C
aXz、C3A3CaXz、C,AP及びC3A3CS
等と示されるものが挙げられる。
As for crystalline calcium aluminates, if CaO is C and Al2O2 is A, then CA, C5A3, C,
□ Those indicated as A, C3A, etc., and FezO3
When is F, Ca5O, is CS, and X is halogen,
C3A3C where other components other than C and A are present in the crystal
aXz, C3A3CaXz, C, AP and C3A3CS
etc. are listed.

非晶質の代表的カルシウムアルミネート類としては、組
成的には結晶質と同一のものが挙げられるが、象、冷に
より非晶質化したものであり、X線的にはそのままでは
特定できない。
Typical amorphous calcium aluminates include those that are compositionally the same as crystalline calcium aluminates, but they have become amorphous due to cooling and cannot be identified directly using X-rays. .

反応性の面からは、結晶質より非晶質が好ましく、また
、組成の面からは、カルシウムアルミネート中のCaO
の含有量が30〜60重量%のものが好ましく、38〜
52重量%のものがより好ましい。本発明では、以上の
ようなCA類の一種又は二種以上が使用可能である。
From the point of view of reactivity, amorphous is preferable to crystalline, and from the point of view of composition, CaO in calcium aluminate is preferable to crystalline.
The content of is preferably 30 to 60% by weight, and 38 to 60% by weight.
More preferably, the content is 52% by weight. In the present invention, one or more of the above CAs can be used.

本発明に係る吸着剤としては、フラースアース、ボーキ
サイト、酸処理白土、骨炭、脱色用炭、水処理炭、金属
吸着炭、気体吸着炭、シリカゲル、アルミナ、ゼオライ
ト、イオン交換樹脂などのイオン交換物質、ベントナイ
ト、マグネシア及びフミンサンド等固体状の吸着剤が挙
げられる。
Adsorbents according to the present invention include ion exchange materials such as fuller's earth, bauxite, acid-treated clay, bone char, decolorizing charcoal, water-treated charcoal, metal-adsorbing charcoal, gas-adsorbing charcoal, silica gel, alumina, zeolite, and ion-exchange resins. , bentonite, magnesia, and humin sand.

また、炭素系の吸着剤として、コークス類も経済的かつ
効果的であり、CA類製造時にCaOやAlz03など
の配合原料に添加し加熱、溶融することも可能である。
Cokes are also economical and effective as carbon-based adsorbents, and can be added to blended raw materials such as CaO and AlzO3 and heated and melted during the production of CAs.

吸着剤の使用量は、CA類100重量部に対して、1〜
30重量部が好ましく、10〜20重量部がより好まし
い。1重量部未満では着色防止効果が十分でな(,30
重量部を越えると経済性の点で好ましくない1頃向があ
る。
The amount of adsorbent used is 1 to 100 parts by weight of CAs.
30 parts by weight is preferred, and 10 to 20 parts by weight is more preferred. If it is less than 1 part by weight, the coloring prevention effect is insufficient (,30
If it exceeds 1 part by weight, it may be unfavorable from an economic point of view.

本発明に係る無機硫酸塩とは、アルカリ金属又はアルカ
リ土類金属の硫酸塩であり、例えば、無水、半水並びに
三水の硫酸カルシウムが好ましいものとして挙げられ、
その中でも■型無水セッコウのような、難溶性又は不溶
性のものがより好ましいものとして挙げられる。
The inorganic sulfate according to the present invention is an alkali metal or alkaline earth metal sulfate, and preferable examples thereof include anhydrous, hemihydrate, and trihydrate calcium sulfate.
Among these, those that are hardly soluble or insoluble, such as type 1 anhydrous gypsum, are more preferred.

無機硫酸塩の使用量は、CA類と吸着剤を主成分とする
水硬性組成物100重量部に対して、50〜500重量
部が好ましく、100〜300重量部が特に好ましい。
The amount of inorganic sulfate used is preferably 50 to 500 parts by weight, particularly preferably 100 to 300 parts by weight, based on 100 parts by weight of the hydraulic composition containing CAs and an adsorbent as main components.

50重量部未満では、強度発現が十分でなく、500重
量部を越えると寸法安定性が悪くなる恐れがある。
If it is less than 50 parts by weight, strength development may not be sufficient, and if it exceeds 500 parts by weight, dimensional stability may deteriorate.

本発明に係る凝結遅延剤とは、セメントの水和反応を調
節して、モルタルやコンクリートの凝結時間や初期水和
速度を遅延させる混和剤である。
The setting retarder according to the present invention is an admixture that regulates the hydration reaction of cement and delays the setting time and initial hydration rate of mortar and concrete.

具体的には、クエン酸、酒石酸、グルコン酸、コハク酸
及びマレイン酸等の有機酸又はそれらの塩類、炭酸アル
カリ、リン酸類又はそれらの塩類、ホウ酸、ホウ酸アル
カリ、ケイフッ化物、でん粉、糖及びアルコール類等や
それらの混和物が挙げられ、中でも有機酸の使用が好ま
しい。
Specifically, organic acids such as citric acid, tartaric acid, gluconic acid, succinic acid, and maleic acid or their salts, alkali carbonates, phosphoric acids or their salts, boric acid, alkali borate, fluorosilicate, starch, and sugar. and alcohols, and mixtures thereof, among which organic acids are preferably used.

凝結遅延剤の使用量は、水硬性組成物100重量部に対
して、0.1〜30重量部程度が好ましい。この範囲外
では適当なオープンタイム(作業時間)を得ることがで
きにくい。
The amount of the setting retarder used is preferably about 0.1 to 30 parts by weight based on 100 parts by weight of the hydraulic composition. Outside this range, it is difficult to obtain adequate open time (work time).

本発明に係るセメントとしては、普通・早強・超早強等
の各種ポルトランドセメントや、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、あるいはポルトランドセメントに膨張
材を配合した膨張セメントやアルミナセメントなどの特
殊セメント等が挙げられる。
The cement according to the present invention includes various types of Portland cement such as normal, early strength, and super early strength, various mixed cements made by mixing Portland cement with blast furnace slag, fly ash, or silica, and expanded cements made by mixing Portland cement with an expanding agent. Examples include special cements such as cement and alumina cement.

セメントの使用量は、CA類、吸着剤、無機硫酸塩及び
凝結遅延剤を主成分とするセメント混和材100重量部
に対して、200〜5,000重量部が好ましい。20
0重量部未満では経済的に好ましくな(,5,000重
量部を超えると、急硬性能の発現が不十分となる傾向が
ある。
The amount of cement used is preferably 200 to 5,000 parts by weight based on 100 parts by weight of the cement admixture whose main components are CAs, adsorbents, inorganic sulfates, and setting retarders. 20
If it is less than 0 parts by weight, it is economically unfavorable. If it exceeds 5,000 parts by weight, the rapid hardening performance tends to be insufficient.

さらに、本発明においては、けい砂、天然砂及び砂利等
の骨材、ガラス繊維、カーボン繊維及び鋼繊維等の繊維
質物質、高分子ポリマーエマルジョンやラテックス、A
E剤、減水側、AE減水剤、流動化剤、防錆剤、メチル
セルロースなどの水中不分離性混和剤、増粘剤、保水剤
、けい酸ソーダなどの防水剤、発泡剤、起泡剤、防凍剤
及び水酸化カルシウムなどのアルカリ性物質等のうちの
一種又は二種以上を、本発明の目的を実質的に阻害しな
い限り併用することが可能である。
Furthermore, in the present invention, aggregates such as silica sand, natural sand and gravel, fibrous substances such as glass fibers, carbon fibers and steel fibers, polymer emulsions and latex, A
E agent, water reducing agent, AE water reducing agent, fluidizing agent, rust preventive agent, inseparable admixture in water such as methyl cellulose, thickener, water retention agent, waterproofing agent such as sodium silicate, foaming agent, foaming agent, One or more of antifreeze agents and alkaline substances such as calcium hydroxide can be used in combination as long as they do not substantially impede the object of the present invention.

水硬性組成物、セメント混和材あるいはセメント組成物
の混合には、既存の撹拌装置が使用可能であり、例えば
、傾胴ミキサー、オムニミキサー■型ミキサー ヘンシ
ェルミキサー及びナウターミキサ−等の使用が可能であ
る。
Existing stirring devices can be used to mix the hydraulic composition, cement admixture, or cement composition; for example, a tilting mixer, an omnimixer, a Henschel mixer, a Nauta mixer, etc. can be used. .

また、混合は、各々の材料を施工時に混合してもよいし
、予め一部もしくは全部を混合しておいても差し支えな
い。
In addition, each material may be mixed at the time of construction, or some or all of the materials may be mixed in advance.

水硬性組成物、セメント混和材あるいはセメント組成物
の使用方法は、特に制限されるものではなく、従来のモ
ルタル又はコンクリートの施工に準拠して使用すること
が可能である。
The method of using the hydraulic composition, cement admixture, or cement composition is not particularly limited, and can be used in accordance with conventional mortar or concrete construction.

本発明の作用効果に関しては、必ずしも十分に解明され
たわけではないが、次のように考えることができる。即
ち、工業原料中には多くの種類の不純物が混入している
。例えば、SiO□、Fe2O3、TiO□及びMgO
等が挙げられ、このうち、特に、Fe”やFe”の鉄イ
オンは種々の配位子と錯体を形成し、発色する。本発明
では、吸着剤を併用することにより、前記鉄イオンや配
位子を吸着剤に吸着させ、錯体形成に関与する実質的な
前記鉄イオンや配位子の濃度を低下させ、発色を防止す
るものと考えられる。
Although the effects of the present invention have not necessarily been fully elucidated, they can be considered as follows. That is, many types of impurities are mixed into industrial raw materials. For example, SiO□, Fe2O3, TiO□ and MgO
Among these, iron ions such as "Fe" and "Fe" form complexes with various ligands and develop colors. In the present invention, by using an adsorbent in combination, the iron ions and ligands are adsorbed to the adsorbent, thereby reducing the substantial concentration of the iron ions and ligands involved in complex formation, and preventing color development. It is considered that

第1図は、比較例(実験No、1−1)で作製したサン
プルの着色部分をI3C固体高分解能NMRで測定した
結果である。また、第2図は炭酸カルシウムのPSTM
ASスペクトル、第3図はパックグランドのPSTM八
Sスへクトルである。
FIG. 1 shows the results of measuring the colored portion of the sample prepared in the comparative example (experiment No. 1-1) by I3C solid-state high-resolution NMR. Also, Figure 2 shows the PSTM of calcium carbonate.
The AS spectrum, Figure 3, is the PSTM 8S spectrum of the pack ground.

第1〜3図より、次のことが明らかである。From FIGS. 1 to 3, the following is clear.

(1)30ppm付近と50ppm付近のピークから、
特殊なカルボニル炭素を持つ化合物が存在する。
(1) From the peaks around 30 ppm and around 50 ppm,
There are compounds with special carbonyl carbons.

(2)240ppmのピークにより、;c=o−−: 
Fe50゜の構造が存在する。
(2) Due to the peak at 240 ppm; c=o--:
A structure of Fe50° exists.

[実施例] 以下、本発明を実施例によって詳しく説明する。[Example] Hereinafter, the present invention will be explained in detail with reference to Examples.

実施例1 下記の材料を使用し、W/C= 50%として、表−1
に示す配合のペーストを作製し、5X15X0.51の
プラスチック製型枠に充填して、硬化体を作製し、20
℃、65%RHの条件で28日間養生した。
Example 1 Using the following materials and setting W/C = 50%, Table-1
A paste with the composition shown in was prepared and filled into a 5 x 15 x 0.51 plastic mold to make a cured body.
It was cured for 28 days at a temperature of 65% RH.

次にこの硬化体を、スガ試験機社製rWE −5UN−
IKサンシャインウェーザーメーター」で、60°C1
■サイクル、シャワー10分/60分の条件で1 、0
00時間処理して、表面の着色の度合いを観察した。結
果を表−1に併記する。
Next, this cured body was treated with rWE-5UN- manufactured by Suga Test Instruments Co., Ltd.
60°C1 with IK Sunshine Weather Meter
■Cycle, 1, 0 under shower conditions of 10 minutes/60 minutes
After 00 hours of treatment, the degree of surface coloring was observed. The results are also listed in Table-1.

(使用材料) セメント :アンデスセメント社製普通ポルトランドセ
メント CA類  :CaO含有量46重量%のカルシウムアル
ミネート、非晶質、ブレーン6.000cd7g無機硫
酸塩:■型無水セッコウ、ブレーン5,900c+fl
/g凝結遅延剤ニゲルコン酸ナトリウム、試薬吸着剤−
a:活性炭粉末、ツルミコール社製−b=活性白土、日
本活性白土社製 Cニジリカゲル、富士デヴイソン化学社製〜d:ゼオラ
イト、日本活性白土社製 −e:ベントナイト、日本タルク社製 −f:陽イオン交換樹脂、ダウケミカル社製商品名「ダ
ウエックス50−X81 −g:コークス、住人金属社製 また、超速硬セメントとして、C1+AtCaFz、硫
酸カルシウム及びカルシウムシリケート含有の小野田セ
メント社製ジェットセメントとシェフ)センターを使用
した場合を、表−1に併記した。
(Materials used) Cement: Ordinary Portland cement manufactured by Andes Cement CA type: Calcium aluminate with CaO content of 46% by weight, amorphous, Blaine 6.000cd7g Inorganic sulfate: ■-type anhydrous gypsum, Blaine 5,900c+fl
/g Set retardant sodium nigerconate, reagent adsorbent -
a: Activated carbon powder, manufactured by Tsurumicol Co., Ltd. - b = Activated clay, manufactured by Nippon Shakushirakuto Co., Ltd. C Nijilica gel, manufactured by Fuji Davison Chemical Co., Ltd. - d: Zeolite, manufactured by Nippon Shakushirakuto Co., Ltd. - e: Bentonite, manufactured by Nippon Talc Co., Ltd. - f: Positive Ion exchange resin, manufactured by Dow Chemical Company, product name: "DOWEX 50-X81 -g: Coke, manufactured by Sumitomo Metal Co., Ltd. Also, as an ultra-fast hardening cement, jet cement manufactured by Onoda Cement Co., Ltd. containing C1+AtCaFz, calcium sulfate and calcium silicate and Chef) The case where the center was used is also listed in Table 1.

表 ■ 各材料は重量部、◎は着色無し、○はほとんど着色なし
、×は着色有り、である。
Table ■ Each material is in parts by weight, ◎ means no coloring, ○ almost no coloring, × means coloring.

「発明の効果] 本発明により、硬化後の表面に着色・変色のない水硬性
組成物が得られる。
"Effects of the Invention" According to the present invention, a hydraulic composition without coloring or discoloration on the surface after curing can be obtained.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は、比較例(実験No、 1−1 )で作製した
サンプルの着色部分を130固体高分解能NMRで測定
した結果である。また、第2図は炭酸カルシウムのPS
TMASスペクトル、第3図はバックグランドのPST
MASスペクトルである。 特 許 出 願 人 電気化学工業株式会社
FIG. 1 shows the results of measuring the colored portion of the sample prepared in Comparative Example (Experiment No. 1-1) using 130 solid-state high-resolution NMR. Also, Figure 2 shows the PS of calcium carbonate.
TMAS spectrum, Figure 3 is background PST
This is a MAS spectrum. Patent applicant Denki Kagaku Kogyo Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] (1)カルシウムアルミネート類と吸着剤を主成分とす
る水硬性組成物。
(1) A hydraulic composition whose main components are calcium aluminates and an adsorbent.
(2)カルシウムアルミネート類、吸着剤、無機硫酸塩
及び凝結遅延剤を主成分とするセメント混和材。
(2) A cement admixture whose main components are calcium aluminates, adsorbents, inorganic sulfates, and setting retarders.
(3)セメントと、カルシウムアルミネート類、吸着剤
、無機硫酸塩及び凝結遅延剤を主成分とするセメント組
成物。
(3) A cement composition containing cement, calcium aluminates, adsorbents, inorganic sulfates, and setting retarders as main components.
JP3965890A 1990-02-22 1990-02-22 Cement admixture and cement composition Expired - Fee Related JP2928310B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3965890A JP2928310B2 (en) 1990-02-22 1990-02-22 Cement admixture and cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3965890A JP2928310B2 (en) 1990-02-22 1990-02-22 Cement admixture and cement composition

Publications (2)

Publication Number Publication Date
JPH03247542A true JPH03247542A (en) 1991-11-05
JP2928310B2 JP2928310B2 (en) 1999-08-03

Family

ID=12559188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3965890A Expired - Fee Related JP2928310B2 (en) 1990-02-22 1990-02-22 Cement admixture and cement composition

Country Status (1)

Country Link
JP (1) JP2928310B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006512272A (en) * 2002-12-27 2006-04-13 ラファージ アリュミネイト Liquid setting accelerators for compositions containing Portland cement
WO2008104539A1 (en) * 2007-02-27 2008-09-04 Kerneos Stain free hydraulic binder, mortar and concrete
JP2010132495A (en) * 2008-12-04 2010-06-17 Taiheiyo Materials Corp Quick-hardening composition and method for producing the same
JP2013227210A (en) * 2012-03-30 2013-11-07 Mitsubishi Materials Corp Cross-section repair material for repairing salt damage

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006512272A (en) * 2002-12-27 2006-04-13 ラファージ アリュミネイト Liquid setting accelerators for compositions containing Portland cement
WO2008104539A1 (en) * 2007-02-27 2008-09-04 Kerneos Stain free hydraulic binder, mortar and concrete
JP2010132495A (en) * 2008-12-04 2010-06-17 Taiheiyo Materials Corp Quick-hardening composition and method for producing the same
JP2013227210A (en) * 2012-03-30 2013-11-07 Mitsubishi Materials Corp Cross-section repair material for repairing salt damage

Also Published As

Publication number Publication date
JP2928310B2 (en) 1999-08-03

Similar Documents

Publication Publication Date Title
Peng et al. Alkali fusion of bentonite to synthesize one-part geopolymeric cements cured at elevated temperature by comparison with two-part ones
JP4913303B2 (en) Reactive magnesium oxide cement
CA2336082C (en) Alkali activated supersulphated binder
Allahverdi et al. Methods to control efflorescence in alkali-activated cement-based materials
JP5784002B2 (en) Cement composition for repair, cement mortar material for repair using the same, and cement mortar for repair
CN112279534A (en) Magnesium-based composite cement based on high-activity magnesia powder and preparation method thereof
EA023750B1 (en) Single-phase hydraulic binder, method for the production thereof and structural material produced therewith
BR112020017195A2 (en) CHEMICAL TECHNIQUES FOR CEMENT
WO2014004943A1 (en) Dry mix for composite cement
US5288321A (en) Method for eliminating the alkali-aggregate reaction in concretes and cement thereby obtained
JP7037879B2 (en) Early-strength admixture for secondary products and early-strength concrete for secondary products
JPH066499B2 (en) Quick setting agent for cement
JPH03247542A (en) Hydraulic composition
JPS6336840B2 (en)
JP2002249352A (en) Alkali-free quick-setting admixture and cement composition
JP3199454B2 (en) Cement admixture and cement composition
JP4336793B2 (en) Method for producing hydraulic material and hydraulic building material
JPH0421551A (en) Quick hardenable ae concrete composition
JP3888931B2 (en) Hardened cement and method for producing the same
JP4459379B2 (en) Cement admixture and cement composition
JPH0235699B2 (en)
CA2298328C (en) Hydrated calcium aluminate based expansive admixture
JP3124578B2 (en) Cement admixture and cement composition
JP4459380B2 (en) Cement admixture and cement composition
JP2672009B2 (en) Cement admixture

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090514

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees