JPH08198646A - Cement for steam curing product - Google Patents

Cement for steam curing product

Info

Publication number
JPH08198646A
JPH08198646A JP1992195A JP1992195A JPH08198646A JP H08198646 A JPH08198646 A JP H08198646A JP 1992195 A JP1992195 A JP 1992195A JP 1992195 A JP1992195 A JP 1992195A JP H08198646 A JPH08198646 A JP H08198646A
Authority
JP
Japan
Prior art keywords
cement
steam curing
gypsum
strength
surface area
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
JP1992195A
Other languages
Japanese (ja)
Other versions
JP3091106B2 (en
Inventor
Tomoyuki Sugaya
智幸 菅谷
Shigeru Sakamoto
茂 坂本
Satoru Hirose
哲 廣瀬
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.)
Nihon Cement Co Ltd
Original Assignee
Nihon 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 Nihon Cement Co Ltd filed Critical Nihon Cement Co Ltd
Priority to JP07019921A priority Critical patent/JP3091106B2/en
Publication of JPH08198646A publication Critical patent/JPH08198646A/en
Application granted granted Critical
Publication of JP3091106B2 publication Critical patent/JP3091106B2/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
    • C04B7/00Hydraulic cements
    • C04B7/02Portland cement
    • C04B7/04Portland cement using raw materials containing gypsum, i.e. processes of the Mueller-Kuehne type

Landscapes

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

Abstract

PURPOSE: To produce a cement for a steam curing product excellent in strength manifesting property by mixing a portland cement and a gypsum dihydrate which are separately ground so that a prescribed particle size may be obtained. CONSTITUTION: In (A) a portland cement clinker having a hydraulic ratio of 2.15-2.35 and 3800-5000cm<2> /g particle size by Blaine specific surface area and (B) the gypsum dihydrate having 4000-5000cm<2> /g particle size by Blaine specific surface area which are separately ground, the B component is mixed to the A component so that the B component may be <=2.6% per A component expressed in terms of SO3 to obtain the cement for the steam curing product.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、主としてコンクリート
二次製品分野で用いられる強度発現性に優れた蒸気養生
製品用セメントに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cement for steam curing products which is mainly used in the field of secondary concrete products and has excellent strength development.

【0002】[0002]

【従来の技術】従来、蒸気養生してコンクリート二次製
品などを製造する際、強度を向上させるため蒸気養生製
品用のセメント組成物や、高強度混和材が用いられてい
る。セメント組成物としては、セメントクリンカーの諸
率を規定した特開昭59−30740に開示されるもの
があり、混和材としては、無水石膏を主体とした特開昭
56−149358に開示されるようなものがある。こ
れらに示されるように、蒸気養生する場合は、市販の普
通ポルトランドセメントや早強ポルトランドセメント単
味、あるいはこれらを母体セメントとし、無水石膏系材
を主体とした混和材を添加して利用するのが一般的であ
った。
2. Description of the Related Art Conventionally, cement compositions for steam-curing products and high-strength admixtures have been used to improve the strength when manufacturing concrete secondary products by steam-curing. As the cement composition, there is one disclosed in JP-A-59-30740 which defines various ratios of cement clinker, and as an admixture, it is disclosed in JP-A-56-149358 mainly containing anhydrous gypsum. There is something like this. As shown in these, when steam curing, commercially available normal Portland cement or early-strength Portland cement alone, or these as the matrix cement, and use by adding an admixture mainly of anhydrous gypsum-based material Was common.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、無水石
膏系材を主体とした混和材を用いる場合、蒸気養生の充
分な効果を得るには、セメントに早強ポルトランドセメ
ントを用い、単位セメント量400kg/m3 以上、蒸
気養生温度を70〜80℃にしなければならないため、
流し込み成形による一般製品用には、コスト的に不向き
であった。また、該混和材を用いた場合、強度発現性は
改善されるが、セメント中のSO3 量が過多となり、膨
張により安定性を害するおそれがあった。さらに、該混
和材はJISに規定されていないので、該混和材を用い
た製品は、JIS製品としての認定が受けられないた
め、製品の出荷時には別途公的検査を受けなければなら
ず、それらにかかる手間や費用を含めて不都合が多々あ
った。
However, when an admixture mainly composed of anhydrous gypsum-based material is used, in order to obtain a sufficient effect of steam curing, high-strength Portland cement is used as the cement and the unit cement amount is 400 kg / m 3 or more, since it is necessary to the steam curing temperature 70 to 80 ° C.,
It was not suitable in cost for general products by casting. Further, when the admixture is used, the strength development is improved, but the amount of SO 3 in the cement becomes excessive and there is a risk that the stability will be impaired by expansion. Furthermore, since the admixture is not specified in JIS, the product using the admixture cannot be certified as a JIS product, and therefore, a separate public inspection must be performed when the product is shipped. There were many inconveniences, including the effort and expense involved.

【0004】そこで、本発明者らは上記の問題点を踏ま
えて、コンクリート二次製品のうちの流し込み一般製品
を対象とし、無水石膏系材を主体とした混和材などを使
用しなくても使用した場合と同程度の充分な強度が得ら
れ、かつ該セメントを用いた製品がJIS規格品となる
蒸気養生製品用セメントについて鋭意研究した結果、所
定の粉末度になるように別々に粉砕されたポルトランド
セメントクリンカーと2水石膏との混合物からなるセメ
ントであれば良いことを見出し、本発明を完成させるに
至った。
In view of the above-mentioned problems, the inventors of the present invention have made it possible to use general casting secondary products among concrete secondary products without using admixtures mainly composed of anhydrous gypsum-based materials. As a result of intensive studies on the cement for steam curing products, which has the same sufficient strength as the above, and the product using the cement is JIS standard product, it was crushed separately to have a predetermined fineness. The present inventors have found that a cement composed of a mixture of Portland cement clinker and gypsum dihydrate is sufficient, and have completed the present invention.

【0005】[0005]

【課題を解決するための手段】すなわち、本発明は、別
々に粉砕した水硬率が2.15〜2.35、かつ粉末度
がブレーン比表面積で3,800〜5,500cm2
gのポルトランドセメントクリンカーと、該クリンカー
に対しSO3 換算で2.6%以下、かつ、粉末度がブレ
ーン比表面積で4,000〜5,000cm2 /gの2
水石膏を混合してなる蒸気養生製品用セメントである。
以下、本発明を詳細に説明する。
[Means for Solving the Problems] That is, according to the present invention, the separately pulverized hydraulic modulus is 2.15 to 2.35, and the fineness is 3,800 to 5,500 cm 2 / Blaine specific surface area.
g of Portland cement clinker and 2.6% or less in terms of SO 3 with respect to the clinker, and 2 having a fineness of Blaine specific surface area of 4,000 to 5,000 cm 2 / g.
It is a cement for steam curing products that is mixed with water gypsum.
Hereinafter, the present invention will be described in detail.

【0006】本発明のポルトランドセメントクリンカー
は、水硬率が2.15〜2.35で、かつ、粉末度がブ
レーン比表面積で3,800〜5,500cm2 /gに
なるように単独粉砕されたものでなければならない。水
硬率は、2.15未満では実用的に充分な強度は得られ
ず、また2.35を越えると混練時の粘性が高くなり、
クリンカー製造コストも高くなる。粉末度は、ブレーン
比表面積3,800cm2 /g未満では、実用的に充分
な強度は得られず、また、これ以上では比表面積は大き
くする程高い強度が得られるが、あまり大きくし過ぎる
と作業性が悪くなり、製造コストも高くなるので5,5
00cm2 /g以下が良い。
The Portland cement clinker of the present invention is pulverized alone so that its hydraulic modulus is 2.15 to 2.35 and its fineness is 3,800 to 5,500 cm 2 / g in terms of Blaine specific surface area. Must be If the hydraulic modulus is less than 2.15, practically sufficient strength cannot be obtained, and if it exceeds 2.35, the viscosity during kneading becomes high,
The clinker manufacturing cost is also high. As for the fineness, if the Blaine specific surface area is less than 3,800 cm 2 / g, practically sufficient strength cannot be obtained, and if it is more than this, the higher the specific surface area, the higher the strength obtained, but if it is too large, Workability is poor and manufacturing cost is high.
00 cm 2 / g or less is preferable.

【0007】一方、上記クリンカーに添加混合される石
膏は2水石膏で、粉末度はブレーン比表面積で4,00
0〜5,000cm2 /gであり、半水化しないように
単独粉砕されたものでなけらばならず、しかも該クリン
カーに対する添加量はSO3換算で2.6%以下でなけ
ればならない。
On the other hand, the gypsum added to and mixed with the clinker is dihydrate gypsum, and the fineness is 4,00 in terms of Blaine specific surface area.
The content is 0 to 5,000 cm 2 / g, and must be pulverized alone so as not to be semi-hydrated, and the amount added to the clinker must be 2.6% or less in terms of SO 3 .

【0008】セメント中の石膏の形態で半水あるいは、
無水石膏の割合が高くなるにつれて同一粉末度及び、同
一配合の場合、強度は低くなる。またブレーン比表面積
が4,000cm2 /g未満では、充分な強度は得られ
ず、ブレーン比表面積が5,000cm2 /gを越える
と、それ以上比表面積を大きくしても強度は高くなら
ず、半水化を進めることになり、かつコストが高くなる
ため良くない。
Semi-water in the form of gypsum in cement, or
As the proportion of anhydrous gypsum increases, the strength decreases with the same fineness and the same composition. If the Blaine specific surface area is less than 4,000 cm 2 / g, sufficient strength cannot be obtained. If the Blaine specific surface area exceeds 5,000 cm 2 / g, the strength does not increase even if the specific surface area is increased. However, it is not good because it will lead to semi-waterification and cost will increase.

【0009】上記ポルトランドセメントクリンカーに対
する2水石膏の添加率は、SO3 換算で2〜3%が最も
高い強度を発現するが、2.6%以下にすることによ
り、JIS規格の普通ポルトランドセメントに適合する
ことができる。従って最も好ましい量は、SO3 換算で
2.0〜2.6%である。
The addition ratio of dihydrate gypsum to the above-mentioned Portland cement clinker is 2 to 3% in terms of SO 3, which shows the highest strength. However, by making it less than 2.6%, it becomes a JIS standard ordinary Portland cement. Can fit. Therefore, the most preferable amount is 2.0 to 2.6% in terms of SO 3 .

【0010】本発明の蒸気養生製品用セメントは、上記
ポルトランドセメントクリンカーと2水石膏とを混合す
ることによって得られる。両者を混合粉砕してはいけな
いのは、粉砕時の熱や衝撃によって、2水石膏の大半が
半水化してしまい、そのことによって強度が低下してし
まうからである。混合粉砕において2水石膏の半水化を
抑える方法としてミル内散水があるが、この方法では、
2水石膏の半水化を抑えるだけではなく、セメントと水
が反応し、セメント粒子表面に水和物が形成されるため
セメントの初期強度発現性が低下してしまうため好まし
くない。
The cement for steam curing products of the present invention can be obtained by mixing the above-mentioned Portland cement clinker and dihydrate gypsum. The reason why both should not be mixed and pulverized is that most of the dihydrate gypsum is semi-hydrated due to heat and impact during pulverization, which reduces the strength. Water sprinkling in a mill is a method for suppressing the semi-hydration of dihydrate gypsum in mixed pulverization.
Not only is the semi-hydration of dihydrate gypsum suppressed, but cement reacts with water to form a hydrate on the surface of the cement particles, which lowers the initial strength development of the cement, which is not preferable.

【0011】本発明のセメントを得るための粉砕装置や
混合装置は、特に限定されるものではなく、従来のセメ
ント製造装置をそのまま適用できる。本発明のセメント
は、単独でも充分な強度が得られるが、従来用いられて
いる各種混和剤(材)の併用を妨げるものではなく、必
要に応じてAE減水剤、高性能減水剤等の混和剤(材)
を併用しても良い。蒸気養生は60〜65℃で2時間が
好ましいが、強度発現性が良いので養生時間の短縮や養
生温度の低下も可能である。以下、本発明を実施例に基
づき、より具体的に説明する。
The crushing device and the mixing device for obtaining the cement of the present invention are not particularly limited, and the conventional cement manufacturing device can be applied as it is. Although the cement of the present invention can obtain sufficient strength by itself, it does not prevent the use of various conventionally used admixtures (materials), and if necessary, admixture of AE water reducing agent, high performance water reducing agent, etc. Agent (material)
You may use together. The steam curing is preferably performed at 60 to 65 ° C. for 2 hours, but since the strength development is good, the curing time can be shortened and the curing temperature can be lowered. Hereinafter, the present invention will be described more specifically based on Examples.

【0012】[0012]

【実施例】【Example】

(1)使用材料 ○石膏 ・排脱2水石膏(日本セメント社製) ・半水石膏:2水を150℃で3時間加熱したもの ・弗酸副産無水石膏(第一セメント社製) ○市販セメント ・日本セメント社製普通ポルトランドセメント ○骨材 ・細骨材:青梅産砕砂(比重:2.61 FM:2.89) ・粗骨材:青梅産砕石(比重:2.64 FM:7.06 Gma
x:20mm) ○混和剤(材) ・AE減水剤:ポゾリスNo.70(NMB社製) ・AE助剤:303A(NMB社製) ・アサノスーパーミックス:蒸気養生製品用無水石膏系
高強度混和材(日本セメント社製)
(1) Material used ○ Gypsum ・ Drained dehydrated gypsum (manufactured by Nippon Cement Co., Ltd.) ・ Semihydrate gypsum: 2 water heated at 150 ° C for 3 hours ・ Hydrofluoric acid byproduct anhydrous gypsum (manufactured by Daiichi Cement Co.) ○ Commercial cement ・ Nihon Cement Ordinary Portland cement made by the company ○ Aggregate-Fine aggregate: Ome crushed sand (specific gravity: 2.61 FM: 2.89) -Coarse aggregate: Oume crushed stone (specific gravity: 2.64 FM: 7.06 Gma
x: 20 mm) ○ Admixture (material) -AE water reducing agent: Pozzolis No. 70 (manufactured by NMB) ・ AE auxiliary agent: 303A (manufactured by NMB) ・ Asano Supermix: Anhydrite-based high-strength admixture for steam curing products (manufactured by Nippon Cement Co., Ltd.)

【0013】(2)セメントの試製 上記のクリンカーを710mmφ×730mmのバッチ
式ボールミルで20kg/1バッチ,石膏を400mm
φ×450mmのバッチ式ボールミルで4kg/1バッ
チを表1に示す粉末度に粉砕し、クリンカーに対して石
膏をSO3 換算で2%となるように500mm×670
mmのバッチ式ミキサー(レーディゲミキサー)で40
kg/1バッチを5分間混合し、各セメントを試製し
た。
(2) Trial production of cement 20 kg / 1 batch of the clinker described above in a 710 mmφ × 730 mm batch type ball mill and 400 mm of gypsum.
Using a batch type ball mill of φ × 450 mm, 4 kg / 1 batch was pulverized to the fineness shown in Table 1 and 500 mm × 670 so that the gypsum was 2% in terms of SO 3 with respect to the clinker.
40 mm mm batch type mixer (Ledige mixer)
kg / 1 batch was mixed for 5 minutes, and each cement was trial-produced.

【0014】(3)コンクリート実験 試製した各セメントを用い、スランプ=8±1.0%、
s/a=44%、W/C=50%、空気量=4.5±
1.5%、AE減水剤添加=0.25%の配合条件でコ
ンクリートを強制練ミキサー(0.05m3 )で練り混
ぜ、JIS A1132に準じてφ10×20cmのコ
ンクリート供試体を作製した。なお、比較として市販の
普通ポルトランドセメントによるもの、及びそれを母体
セメントとして高強度混和材を混和したものも同様に作
製した。蒸気養生条件は、20℃で3時間の前養生後、
20℃/hの昇温速度で65℃に昇温し、2時間保持し
た後、9時間45分で20℃降温した。蒸気養生後、直ち
に脱型しJIS A 1108に準じて強度試験を行っ
た。結果を表1に示す。
(3) Concrete experiment Using each cement produced as a trial, slump = 8 ± 1.0%,
s / a = 44%, W / C = 50%, air volume = 4.5 ±
Concrete was kneaded with a forced kneading mixer (0.05 m 3 ) under a mixing condition of 1.5% and AE water-reducing agent added = 0.25% to prepare a concrete specimen of φ10 × 20 cm according to JIS A1132. For comparison, a commercially available ordinary Portland cement and a mixture in which a high-strength admixture was used as the base cement were also prepared in the same manner. Steam curing conditions are as follows: pre-curing at 20 ° C for 3 hours,
The temperature was raised to 65 ° C. at a heating rate of 20 ° C./h, held for 2 hours, and then lowered to 20 ° C. in 9 hours and 45 minutes. Immediately after steam curing, the mold was removed and a strength test was performed according to JIS A 1108. The results are shown in Table 1.

【0015】[0015]

【表1】 [Table 1]

【0016】実験1〜3に示すように水硬率2.15未
満の場合、実験4,7に示すようにクリンカーのブレー
ン値が本発明の範囲より低い場合、実験10に示すよう
に2水石膏のブレーン値が本発明の範囲より低い場合、
さらに、実験13〜15に示すように2水石膏以外の石
膏形態や市販セメントのみでは、いずれも蒸気養生製品
用高強度混和材を混和した場合ほどの充分な脱型強度は
得られなかった。
When the hydraulic modulus was less than 2.15 as shown in Experiments 1 to 3, when the Blaine value of the clinker was lower than the range of the present invention as shown in Experiments 4 and 7, 2 water was obtained as shown in Experiment 10. When the Blaine value of gypsum is lower than the range of the present invention,
Further, as shown in Experiments 13 to 15, only with the gypsum form other than dihydrate gypsum or with the commercially available cement, sufficient demolding strength as in the case of mixing the high strength admixture for steam curing products was not obtained.

【0017】[参考実験]2水石膏の半水化率の異なる
セメントを用いてW/C=50%で供試体寸法4×4×
16cmのモルタルを成形し、20℃で2時間30分の
前養生後、20℃/hの昇温速度で昇温し、60℃で1
時間45分保持し9時間45分で20℃になるように蒸
気養生し、脱型後、圧縮強度を測定した。その結果、半
水化が進むにつれて強度が低下することがわかった。
(図1)
[Reference Experiment] Specimen size 4 × 4 × with W / C = 50% using cements with different hemihydrate rates of 2 gypsum
Mortar of 16 cm was molded, pre-cured at 20 ° C. for 2 hours and 30 minutes, heated at a heating rate of 20 ° C./h, and then heated at 60 ° C. for 1 hour.
It was kept for 45 minutes and steam-cured at 20 ° C. for 9 hours and 45 minutes. After demolding, the compressive strength was measured. As a result, it was found that the strength decreased as the semi-hydration progressed.
(Fig. 1)

【0018】[0018]

【発明の効果】本発明の蒸気養生製品用セメントを用い
れば、市販のポルトランドセメントに比べ、また無水石
膏系材を主体とした混和材などを使用しなくても蒸気養
生効果の大きい強度発現性に優れた流し込みコンクリー
ト二次製品が得られる。さらに、得られた製品はJIS
規格品となるので製品出荷時に公的検査を受けなければ
ならないなどの不都合が生じない。
EFFECTS OF THE INVENTION By using the cement for steam curing product of the present invention, compared to the commercially available Portland cement, a large steam curing effect can be obtained even without using an admixture mainly composed of anhydrous gypsum-based material. It is possible to obtain an excellent secondary concrete product for casting. Furthermore, the obtained product is JIS
Since it is a standard product, there will be no inconvenience such as having to undergo official inspection at the time of product shipment.

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

【図1】2水石膏の半水化率と蒸気養生後、脱型直後の
モルタルの圧縮強度の関係。
FIG. 1 shows the relationship between the semi-hydration ratio of dihydrate gypsum and the compressive strength of mortar immediately after demolding after steam curing.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水硬率が2.15〜2.35、かつ、粉
末度がブレーン比表面積で3,800〜5,500cm
2 /gのポルトランドセメントクリンカーと、該クリン
カーに対しSO3 換算で2.6%以下の2水石膏との混
合物からなる蒸気養生製品用セメント。
1. A water hardness of 2.15 to 2.35 and a fineness of Blaine specific surface area of 3,800 to 5,500 cm.
A cement for steam curing products, which comprises a mixture of 2 / g Portland cement clinker and 2.6% or less of dihydrate gypsum in terms of SO 3 with respect to the clinker.
【請求項2】 ポルトランドセメントクリンカーと2水
石膏とが各々別粉砕物であり、かつ、2水石膏の粉末度
がブレーン比表面積で4,000〜5,000cm2
gである請求項1に記載の蒸気養生製品用セメント。
2. Portland cement clinker and dihydrate gypsum are separate pulverized products, and the fineness of dihydrate gypsum is 4,000 to 5,000 cm 2 / blaine specific surface area.
The cement for steam curing products according to claim 1, wherein the cement is g.
JP07019921A 1995-01-13 1995-01-13 Cement for steam curing products Expired - Fee Related JP3091106B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07019921A JP3091106B2 (en) 1995-01-13 1995-01-13 Cement for steam curing products

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07019921A JP3091106B2 (en) 1995-01-13 1995-01-13 Cement for steam curing products

Publications (2)

Publication Number Publication Date
JPH08198646A true JPH08198646A (en) 1996-08-06
JP3091106B2 JP3091106B2 (en) 2000-09-25

Family

ID=12012694

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07019921A Expired - Fee Related JP3091106B2 (en) 1995-01-13 1995-01-13 Cement for steam curing products

Country Status (1)

Country Link
JP (1) JP3091106B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015044717A (en) * 2013-08-29 2015-03-12 太平洋セメント株式会社 Method for preparing portland cement for steam-cured product

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015044717A (en) * 2013-08-29 2015-03-12 太平洋セメント株式会社 Method for preparing portland cement for steam-cured product

Also Published As

Publication number Publication date
JP3091106B2 (en) 2000-09-25

Similar Documents

Publication Publication Date Title
JPH11209159A (en) Cement concrete product and its production
JP3547268B2 (en) Cement admixture and cement composition
JP2004203733A (en) Method of producing mortar/concrete, and cement used for producing mortar/concrete
CN102285773A (en) Phosphogypsum-cement retarder and preparation method thereof
JP2000211956A (en) Cement composition
JP5271073B2 (en) Hardened concrete and concrete composition
JP5440905B2 (en) Ultra-early strong cement composition and manufacturing method thereof
JP4549558B2 (en) High durability cement composition
JP2000281413A (en) Cement admixture and cement composition
JPH11314947A (en) Cement composition
JP3091106B2 (en) Cement for steam curing products
JP2001220197A (en) Cement composition
JPH08239249A (en) Cement composition
JP3657058B2 (en) Cement admixture and cement composition
JP3273883B2 (en) Hydraulic cement composition and method for producing the same
JPH03131556A (en) Production of hydraulic cured article
EP1044937B1 (en) Cement containing cement clinker
JP3114478B2 (en) Grout wood
JPH0676235B2 (en) Hydraulic cement composition
JP2001019529A (en) Cement hardened product
JP4075967B2 (en) Cement admixture and cement composition
JP3657075B2 (en) Manufacturing method for concrete products
JP2002097051A (en) Hydraulic composition
JPH06115998A (en) Production of hydraulic composition
JPH08175854A (en) Low exothermic cement composition

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees