JPH10146823A - Cement for manufacturing ae concrete - Google Patents

Cement for manufacturing ae concrete

Info

Publication number
JPH10146823A
JPH10146823A JP31861496A JP31861496A JPH10146823A JP H10146823 A JPH10146823 A JP H10146823A JP 31861496 A JP31861496 A JP 31861496A JP 31861496 A JP31861496 A JP 31861496A JP H10146823 A JPH10146823 A JP H10146823A
Authority
JP
Japan
Prior art keywords
powder
cement
reducing agent
water reducing
concrete
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.)
Pending
Application number
JP31861496A
Other languages
Japanese (ja)
Inventor
Kyuichi Maruyama
久一 丸山
Noboru Sakata
昇 坂田
Masato Yoshizaki
政人 吉崎
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.)
Sansho Co Ltd
Kajima Corp
Original Assignee
Sansho Co Ltd
Kajima Corp
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 Sansho Co Ltd, Kajima Corp filed Critical Sansho Co Ltd
Priority to JP31861496A priority Critical patent/JPH10146823A/en
Publication of JPH10146823A publication Critical patent/JPH10146823A/en
Pending 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
    • C04B28/04Portland cements
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • C04B2103/302Water reducers
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • C04B2103/304Air-entrainers
    • 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

PROBLEM TO BE SOLVED: To realize a way to add a mixture as is under the state in its pulverulent body to a mixer at the kneading of an AE concrete by a method wherein the mixture is prepared by mixing powdered AE agent, water reducing agent, AE water reducing agent or high-efficiency water reducing agent as is under powdered state to cement powder at a desired mixing ratio in advance. SOLUTION: A cement for AE concrete consists of a mixed powder of a powdered chemical admixture selected from a group consisting of AE agent, water reducing agent, AE water reducing agent or high-efficiency water reducing agent, inorganic powder selected from a group consisting of stone dust, blast furnace slag powder and fly ash and cement powder. By mixing the mixed powder and the cement powder with a mixing machine such as a ribbon blender or the like after the mixed powder is prepared by mixing the powdered admisture and the inorganic powder in advance, the dispersion of the admixture becomes favorable. Further, when its mixing ratio is set to correspond to the ratio of admixture to cement to be mixed at the kneading of an AE concrete, no measurement of the adding ratio at a ready-mixed concrete factory becomes necessary, resulting in realizing a practical operational convenience.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は,AEコンクリート
製造用セメントに関する。
The present invention relates to a cement for producing AE concrete.

【0002】[0002]

【従来の技術】JIS規定の生コン工場で製造されるコ
ンクリートはその殆んどがAEコンクリートである。こ
のAEコンクリートを製造するには,セメント,水,細
骨材および粗骨材の基本材料に,AE剤,減水剤・AE
減水剤または高性能減水剤から選ばれる化学混和剤(A
Eコンクリート用混和剤)を添加して,バッチャープラ
ントで練り混ぜしている。
2. Description of the Related Art Almost all concrete manufactured in ready-mixed concrete plants specified by JIS is AE concrete. In order to manufacture this AE concrete, an AE agent, a water reducing agent and AE are added to the basic materials of cement, water, fine aggregate and coarse aggregate.
Chemical admixture selected from water reducer or high performance water reducer (A
E concrete admixture) and kneaded in a batcher plant.

【0003】そのさい,該混和剤は通常は粉状であるの
で,この粉状製品をいったん水に溶かして液状としてか
ら,添加している。このため,生コン工場には混和剤専
用の計量槽を設けてあり,ここで,混和剤の配合量と混
合水の配合量を計量し,目標の配合量と水量となるよう
に調節している。
At this time, since the admixture is usually in a powder form, the powdery product is once dissolved in water to be in a liquid state, and then added. For this reason, the ready-mix plant has a dedicated measuring tank for the admixture, where the mixing amount of the admixture and the mixing water are measured and adjusted to achieve the target mixing amount and water amount. .

【0004】[0004]

【発明が解決しようとする課題】前記のように,粉状混
和剤を水に溶かし,混和剤と水の配合量を調節する操作
は,ある程度ルーチンワーク化されているとは言え,混
和剤の種類が変更したりコンクリート配合が変更するつ
どに調整が必要であり,やっかいな作業となっている。
しかし,これを省略して,粉状のままで混和剤をミキサ
ーに添加すると,均一に混ざらず,混和剤の効果をコン
クリート全体に均一にゆきわたらせることができない。
本発明は,このような問題の解決を意図したものであ
る。
As described above, the operation of dissolving the powdery admixture in water and adjusting the blending amount of the admixture and water is, to some extent, a routine work. Each time the type changes or the concrete mix changes, adjustments are required, which is a troublesome task.
However, if this is omitted and the admixture is added to the mixer in powder form, the admixture will not be uniformly mixed, and the effect of the admixture cannot be spread evenly throughout the concrete.
The present invention is intended to solve such a problem.

【0005】[0005]

【課題を解決するための手段】本発明によれば,前記の
課題を解決するものとして,AE剤,減水剤・AE減水
剤または高性能減水剤から選ばれる化学混和剤の粉体と
セメント粉との混合粉からなるAEコンクリート製造用
セメントを提供する。
According to the present invention, a powder of a chemical admixture selected from an AE agent, a water reducing agent, an AE water reducing agent or a high performance water reducing agent and a cement powder are provided to solve the above-mentioned problems. And a cement for producing AE concrete, comprising a mixed powder of:

【0006】さらに本発明によれば,前記の化学混和剤
の粉体と,石粉,高炉スラグ微粉末またはフライアッシ
ュから選ばれる無機粉末と,セメント粉との混合粉から
なるAEコンクリート製造用セメントを提供する。
Further, according to the present invention, a cement for AE concrete production comprising a powder mixture of the above-mentioned powder of the chemical admixture, an inorganic powder selected from stone powder, blast furnace slag fine powder or fly ash, and a cement powder is provided. provide.

【0007】さらに本発明によれば,前記の化学混和剤
の粉体と,増粘剤の粉体と,セメント粉との混合粉から
なるAEコンクリート製造用セメントを提供する。
Further, according to the present invention, there is provided a cement for producing AE concrete, comprising a powder mixture of the above-mentioned powder of the chemical admixture, the powder of the thickener, and the cement powder.

【0008】[0008]

【発明の実施の形態】本発明者らは,前記の課題を解決
すべく,AEコンクリート用混和剤とセメント粉体とを
プレミックスして保存することを試みた。そして,この
粉体混合物がどのように化学変化するかを調べた。当初
の予測では,保存中にこのような混和剤の粉体とセメン
トとが反応して不安定なものとなり,該混和剤の本来の
性質が劣化するであろうと考えられたが,最も変化が起
きると予測されたリグニンスルホン酸化合物を含むAE
減水剤でも,その粉体とセメント粉とを混合した状態で
半年程度貯蔵しても,その性質は殆んど変化せず,この
混合粉を用いて作製したコンクリートは,従来のように
混練時に液状で該混和剤を添加したコンクリートと比べ
て,何ら品質的に遜色のないものが得られることを知っ
た。
BEST MODE FOR CARRYING OUT THE INVENTION In order to solve the above-mentioned problems, the present inventors have attempted to premix and store an AE concrete admixture and cement powder. Then, it was examined how the powder mixture chemically changed. Initial predictions suggested that the powder of such admixture and the cement would react during storage and become unstable, degrading the original properties of the admixture, but the change was the most AEs containing lignin sulfonic acid compounds predicted to occur
Even when the water reducing agent is mixed for about half a year with the powder and cement powder mixed, the properties of the powder hardly change. It was found that the same quality as that of the concrete to which the admixture was added in a liquid state could be obtained.

【0009】したがって,本発明のAEコンクリート製
造用セメントは,通常のAEコンクリートの製造に用い
られる粉状のAE剤,減水剤・AE減水剤または高性能
減水剤(高性能AE減水剤を含む)を粉状のままセメン
ト粉体と所望の割合で予め混合した混合粉体であり,こ
の混合粉体をAEコンクリート混練時にその粉体ままで
ミキサーに添加するという使用の仕方ができる。
Accordingly, the cement for producing AE concrete according to the present invention is a powdery AE agent, a water reducing agent, an AE water reducing agent or a high performance water reducing agent (including a high performance AE water reducing agent) used for the production of ordinary AE concrete. Is mixed powder in a desired ratio with a cement powder in a powdered state in advance, and this mixed powder can be added to a mixer as it is when the AE concrete is kneaded.

【0010】本発明で対象とするAEコンクリート用混
和剤は,例えばJISA6204に規定する「コンクリ
ート用化学混和剤」があり,この規定の性能を満足する
ものであれば,市販の粉状のAE剤,減水剤・AE減水
剤または高性能減水剤を適用対象とすることができる。
The admixture for AE concrete targeted in the present invention is, for example, a "chemical admixture for concrete" specified in JIS A6204. If the specified admixture satisfies the specified performance, a commercially available powdered AE admixture is used. , Water reducing agent, AE water reducing agent or high-performance water reducing agent.

【0011】このAEコンクリート用粉状混和剤とセメ
ント粉体との混合割合は,特に限定されるものではない
が,AEコンクリート混練時に配合される該混和剤の対
セメント割合に対応するものとしておけば,本発明のセ
メントをそのまま使用すれば意図するAEコンクリート
が製造でき,生コン工場で当該混和剤の対セメント添加
割合を計測しなくてもよくなるので実操業上便宜であ
る。
The mixing ratio between the powdery admixture for AE concrete and the cement powder is not particularly limited, but it is assumed that it corresponds to the ratio of the admixture to the cement mixed in the AE concrete kneading. If the cement of the present invention is used as it is, the intended AE concrete can be manufactured, and it is not necessary to measure the ratio of the admixture to the cement added in the ready-mixed concrete plant, which is convenient in actual operation.

【0012】従来より例えばAE減水剤を配合したAE
コンクリートでは,セメントに対する重量割合で0.2
5%〜0.375%のAE減水剤(粉体換算)を添加す
る(実際には水に溶かして添加する)ことが行われてい
るが,本発明のセメントではこの粉状のAE減水剤をセ
メントに対し0.25%〜0.375%添加して混合し
た混合製品とすればよい。
Conventionally, for example, AE containing an AE water reducing agent
In concrete, 0.2% by weight to cement
An AE water reducing agent of 5% to 0.375% (in terms of powder) is added (actually dissolved in water and added), but in the cement of the present invention, this powdery AE water reducing agent is added. May be added to and mixed with cement in an amount of 0.25% to 0.375%.

【0013】これらの粉状混和剤とセメント粉体を混合
して均一分散させるには,リボンブレンダー,V型混合
機,二重円錐型混合機等の混合機械を使用すればよい。
In order to mix and uniformly disperse the powdery admixture and the cement powder, a mixing machine such as a ribbon blender, a V-type mixer, and a double cone type mixer may be used.

【0014】また,粉状混和剤と無機粉体例えば石粉,
高炉スラグ微粉末またはフライアッシュ等とを予め混合
した混合粉を作ってから,この混合粉をセメント粉と混
合すると,一層,混和剤の分散が良好となる。粉状混和
剤と無機粉体との混合比(重量比)は1:5ないし1:
20の範囲とすればよい。したがって,この場合の本発
明に従うAEコンクリート用セメントは,AE剤,減水
剤・AE減水剤または高性能減水剤から選ばれる化学混
和剤の粉体,石粉,高炉スラグ微粉末またはフライアッ
シュから選ばれる無機粉末およびセメント粉との混合粉
からなり,この混合粉中の混和剤の配合量は通常のAE
コンクリート製造時に配合される対セメント割合に相当
するものとすればよい。
Further, a powdery admixture and an inorganic powder such as stone powder,
If a mixed powder in which blast furnace slag fine powder or fly ash or the like is preliminarily mixed is mixed with the cement powder, the dispersion of the admixture is further improved. The mixing ratio (weight ratio) between the powdery admixture and the inorganic powder is 1: 5 to 1:
The range may be set to 20. Therefore, in this case, the cement for AE concrete according to the present invention is selected from AE agent, powder of chemical admixture selected from water reducing agent / AE water reducing agent or high performance water reducing agent, stone powder, blast furnace slag fine powder or fly ash. It consists of mixed powder with inorganic powder and cement powder.
What is necessary is just to correspond to the ratio with respect to cement mix | blended at the time of concrete manufacture.

【0015】なお,無機粉末としての石粉は,石灰石粉
が品質及び供給面で安定して使用できる点で好適であ
る。この石灰石粉は,JIS A 5008に規格化さ
れ,アスファルト舗装のフィラーとして広く用いられて
いるが,これを本発明で使用するのが好ましい。このよ
うな石粉,更にはフライアッシュや高炉スラグ微粉末を
配合した本発明セメントは,AEコンクリートの流動性
を一層向上させることができる。
The limestone powder as the inorganic powder is preferable because limestone powder can be used stably in terms of quality and supply. This limestone powder is standardized in JIS A 5008 and is widely used as a filler for asphalt pavement, but it is preferable to use this in the present invention. The cement of the present invention containing such stone powder, furthermore, fly ash or blast furnace slag fine powder can further improve the fluidity of AE concrete.

【0016】減水性を一層高めたAEコンクリートでは
高性能減水剤(高性能AE減水剤を含む)が用いられて
いるが,本発明に従えば,この高性能減水剤の粉末とセ
メント粉体とを所望の割合となるように混合した混合粉
体とすればよい。高性能減水剤の粉末としては,アミノ
スルフォン酸系,ナフタリンスルホン酸系,ポリカルボ
ン酸塩,メラミンスルホン酸およびそのエーテル系,ア
ルキルアリルスルホン酸系,リグニンスルフォン酸系,
マレイン酸共重合物系または天然樹脂酸系等を使用する
ことができる。
A high-performance water reducing agent (including a high-performance AE water reducing agent) is used in AE concrete with further improved water-reducing properties. According to the present invention, the powder of the high-performance water-reducing agent and the cement powder are used. May be mixed to obtain a desired ratio. High performance water reducing agent powders include aminosulfonic acid type, naphthalenesulfonic acid type, polycarboxylate, melaminesulfonic acid and its ether type, alkyl allylsulfonic acid type, ligninsulfonic acid type,
A maleic acid copolymer or a natural resin acid can be used.

【0017】さらに,増粘剤例えばメチルセルロース
(MC)やHEC(ヒドロキシエチルセルロース),さ
らには微生物発酵のバイオポリマー例えばウエランガム
等の粉末を,本発明セメントに配合すると,AEコンク
リートの材料分離抵抗を改善することができる。ウエラ
ンガムは,菌体番号 Alcaligens ATCC
31555の菌種によって産出される微生物醗酵多糖類
である。
Further, when a powder of a thickener such as methylcellulose (MC) or HEC (hydroxyethylcellulose) or a biopolymer of microbial fermentation such as welan gum is added to the cement of the present invention, the material separation resistance of AE concrete is improved. be able to. Welan gum has a cell number of Alcaligens ATCC
Microbial fermentation polysaccharide produced by 31555 species.

【0018】一般にかような増粘剤(特にウエランガ
ム)をコンクリートに添加する場合には,増粘剤がよく
混ざらず,だま状(ままこ状)になる恐れがあるが,こ
の増粘剤の粉末を前記の粉状混和剤とセメントの混合粉
に配合する場合には比較的良好に増粘剤を分散させるこ
とができる。したがって,本発明によれば,材料分離抵
抗をもつAEコンクリート製造用のセメントとして,A
E剤,減水剤・AE減水剤または高性能減水剤から選ば
れる化学混和剤の粉体,増粘剤の粉体およびセメント粉
との混合粉を提供する。
In general, when such a thickening agent (particularly welan gum) is added to concrete, the thickening agent may not mix well and may be in the form of a stick (lump). When the powder is mixed with the powder mixture of the powdery admixture and the cement, the thickener can be dispersed relatively well. Therefore, according to the present invention, as cement for producing AE concrete having material separation resistance, A
Provided are a powder of a chemical admixture, a powder of a thickener, and a powder mixed with a cement powder selected from E agents, water reducing agents, AE water reducing agents and high performance water reducing agents.

【0019】以下に,代表的な実施例として,リグニン
スルホン酸塩系のAE減水剤の粉体とセメント粉体とを
混合して得た本発明セメントの試験例を示す。
Hereinafter, as a typical example, a test example of the cement of the present invention obtained by mixing powder of a lignin sulfonate-based AE water reducing agent and cement powder will be described.

【0020】普通ポルトランドセメント(日本セメント
株式会社製)に対し,リグニンスルホン酸塩系のAE減
水剤(商品名ポゾリスNo.8)を粉体のまま0.25重量
%添加し,リボンブレンダーでよく掻き混ぜた。得られ
た混和剤分散セメントを,通常のセメント用袋に詰め,
6ケ月保存しておいた。
To ordinary Portland cement (manufactured by Nippon Cement Co., Ltd.) was added 0.25% by weight of a lignin sulfonate-based AE water reducing agent (trade name: Pozzolith No. 8) as powder, and the mixture was thoroughly mixed with a ribbon blender. Stirred. The resulting admixture-dispersed cement is packed in a normal cement bag,
Saved for 6 months.

【0021】この保存しておいた混和剤分散セメント
と,水道水,細骨材(川砂)および粗骨材(砕石)を用
いて,スランプ:8±2.5cm,水セメント比:55
%,細骨材率率:48%の配合条件のもとで配合してミ
キサーで練り混ぜた。
Using the stored admixture-dispersed cement, tap water, fine aggregate (river sand) and coarse aggregate (crushed stone), slump: 8 ± 2.5 cm, water-cement ratio: 55
%, Fine aggregate ratio: 48%, and kneaded with a mixer.

【0022】得られたコンクリートは,スランプ=9.
0cm,空気量=3.8%,コンクリート温度=20.3
℃であった。
The obtained concrete had a slump of 9.
0cm, air volume = 3.8%, concrete temperature = 20.3
° C.

【0023】比較のために,前記の混和剤分散セメント
をミキサーに添加する代わりに,同量のセメントと,同
量の同じAE減水剤(水に溶かしたもの)とを別々にコ
ンクリート練り混ぜ時に添加した。コンクリートの配合
条件は前記の場合と全く同じである。得られたコンクリ
ートは,スランプ=8.5cm,空気量=4.2%,コン
クリート温度=20.2℃であった。
For comparison, instead of adding the admixture-dispersed cement to a mixer, instead of mixing the same amount of cement and the same amount of the same AE water reducing agent (dissolved in water), separate Was added. The concrete mixing conditions are exactly the same as in the above case. The obtained concrete had a slump of 8.5 cm, an air amount of 4.2%, and a concrete temperature of 20.2 ° C.

【0024】この試験から,AE減水剤とセメントの混
合粉体を6ケ月保存したものでも,混練直前にフレッシ
ュなAE減水剤を添加するものに比べて,そのコンクリ
ートに及ぼす性能は殆んど劣化せず,良好なAEコンク
リートが得られることがわかる。
From this test, it can be seen that even when the mixed powder of the AE water reducing agent and the cement is stored for 6 months, the performance on concrete is almost deteriorated as compared with the case where a fresh AE water reducing agent is added immediately before kneading. It can be seen that good AE concrete can be obtained without performing.

【0025】同様の試験を,他のAEコンクリート用混
和剤についても行ったが,混和剤の性能が使用に耐えな
いほど大きく劣化したものは殆んど見当たらなかった。
The same test was carried out for other admixtures for AE concrete, but almost no admixture whose performance was so deteriorated that it could not be used was found.

【0026】[0026]

【発明の効果】以上説明したように,本発明のAEコン
クリート製造用セメントは,AEコンクリートの品質を
劣化させることなく,生コン工場でAEコンクリートを
製造するさいに,AEコンクリート用混和剤を水に溶か
して計量すると言うやっかいな操作が省略できるという
効果を奏する。また,本発明によれば,意図するAEコ
ンクリートの性質に応じた銘柄別のAEコンクリート用
セメント製品を市場に供給できる。
As described above, the cement for producing AE concrete according to the present invention can be used in the production of AE concrete in a ready-mixed concrete plant without deteriorating the quality of AE concrete. The effect is that the troublesome operation of melting and measuring can be omitted. Further, according to the present invention, it is possible to supply a brand-specific AE concrete cement product according to the properties of the intended AE concrete to the market.

フロントページの続き (72)発明者 吉崎 政人 大阪府大阪市中央区北浜東1番29号 三晶 株式会社内Continuation of front page (72) Inventor Masato Yoshizaki 1-29 Kitahama Higashi, Chuo-ku, Osaka-shi, Osaka

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 AE剤,減水剤・AE減水剤または高性
能減水剤から選ばれる化学混和剤の粉体とセメント粉と
の混合粉からなるAEコンクリート製造用セメント。
1. A cement for producing AE concrete, comprising a powder mixture of cement powder and a powder of a chemical admixture selected from an AE agent, a water reducing agent, an AE water reducing agent or a high performance water reducing agent.
【請求項2】 AE剤,減水剤・AE減水剤または高性
能減水剤から選ばれる化学混和剤の粉体,石粉,高炉ス
ラグ微粉末またはフライアッシュから選ばれる無機粉末
およびセメント粉との混合粉からなるAEコンクリート
製造用セメント。
2. Powder of chemical admixture selected from AE agent, water reducing agent / AE water reducing agent or high performance water reducing agent, inorganic powder selected from stone powder, blast furnace slag fine powder or fly ash, and mixed powder with cement powder A cement for producing AE concrete comprising:
【請求項3】 AE剤,減水剤・AE減水剤または高性
能減水剤から選ばれる化学混和剤の粉体,増粘剤の粉体
およびセメント粉との混合粉からなるAEコンクリート
製造用セメント。
3. A cement for the production of AE concrete, comprising a powder of a chemical admixture selected from an AE agent, a water reducing agent, an AE water reducing agent or a high performance water reducing agent, a powder of a thickener, and a mixed powder with a cement powder.
【請求項4】 増粘剤はウエランガムである請求項3に
記載のAEコンクリート製造用セメント。
4. The cement for producing AE concrete according to claim 3, wherein the thickener is welan gum.
JP31861496A 1996-11-15 1996-11-15 Cement for manufacturing ae concrete Pending JPH10146823A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31861496A JPH10146823A (en) 1996-11-15 1996-11-15 Cement for manufacturing ae concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31861496A JPH10146823A (en) 1996-11-15 1996-11-15 Cement for manufacturing ae concrete

Publications (1)

Publication Number Publication Date
JPH10146823A true JPH10146823A (en) 1998-06-02

Family

ID=18101112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31861496A Pending JPH10146823A (en) 1996-11-15 1996-11-15 Cement for manufacturing ae concrete

Country Status (1)

Country Link
JP (1) JPH10146823A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001096257A3 (en) * 2000-06-13 2002-03-28 Mineral Resource Technologies Masonry cement composition and method of making
KR100387105B1 (en) * 2000-07-14 2003-06-12 원하종합건설 주식회사 Self-Leveling and backfill settlement-free material, manufacturing method thereof and construction method using the same
CN105294012A (en) * 2015-11-25 2016-02-03 诸暨市兆山天峰干混砂浆有限公司 Anti-cracking-shedding and strong-adhesion dry mixing plastering mortar
CN111791343A (en) * 2020-07-07 2020-10-20 无锡中讯环保治理有限公司 Brick making process for recycling nonmetal powder of waste circuit board
WO2022250476A1 (en) * 2021-05-27 2022-12-01 주식회사 정양에스지 Heat insulation uhpc composition having enhanced heat insulation properties and compressive strength

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001096257A3 (en) * 2000-06-13 2002-03-28 Mineral Resource Technologies Masonry cement composition and method of making
US6554894B2 (en) 2000-06-13 2003-04-29 Mineral Resource Technologies, Llc Masonry cement composition and method of making
KR100387105B1 (en) * 2000-07-14 2003-06-12 원하종합건설 주식회사 Self-Leveling and backfill settlement-free material, manufacturing method thereof and construction method using the same
CN105294012A (en) * 2015-11-25 2016-02-03 诸暨市兆山天峰干混砂浆有限公司 Anti-cracking-shedding and strong-adhesion dry mixing plastering mortar
CN111791343A (en) * 2020-07-07 2020-10-20 无锡中讯环保治理有限公司 Brick making process for recycling nonmetal powder of waste circuit board
WO2022250476A1 (en) * 2021-05-27 2022-12-01 주식회사 정양에스지 Heat insulation uhpc composition having enhanced heat insulation properties and compressive strength

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