JPH03170354A - Ultrahigh early strength cement composition - Google Patents

Ultrahigh early strength cement composition

Info

Publication number
JPH03170354A
JPH03170354A JP30822789A JP30822789A JPH03170354A JP H03170354 A JPH03170354 A JP H03170354A JP 30822789 A JP30822789 A JP 30822789A JP 30822789 A JP30822789 A JP 30822789A JP H03170354 A JPH03170354 A JP H03170354A
Authority
JP
Japan
Prior art keywords
cement
strength
pts
cement composition
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.)
Pending
Application number
JP30822789A
Other languages
Japanese (ja)
Inventor
Yoshiji Koide
小出 儀治
Seiichi Shimobayashi
下林 清一
Satoshi Kubo
久保 聰
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.)
Nippon Steel Cement Co Ltd
Original Assignee
Nittetsu 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 Nittetsu Cement Co Ltd filed Critical Nittetsu Cement Co Ltd
Priority to JP30822789A priority Critical patent/JPH03170354A/en
Publication of JPH03170354A publication Critical patent/JPH03170354A/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
    • C04B28/08Slag 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 obtain an ultrahigh early strength cement composition, capable of developing a high strength at a material age of one day by containing a specific amount of gypsum in a binder of a specified composition composed of ultrafine blast furnace slag powder having a specific particle size distribution and portland cement. CONSTITUTION:An ultrahigh early strength cement composition, containing 5-20 pts.wt. gypsum in 100 pts.wt. binder composed of 30-70 pts.wt. ultrafine blast furnace slag powder (with >=13000cm<2>/g Blaine specific surface area), having <=6mum maximum particle diameter and containing >=50 pts.wt. particles having <=2mum particle diameter and 70-30 pts.wt. portland cement, capable of developing a high strength at a material age of one day and utilizable for cast-in-place concrete, etc. Quick hardening properties can be also provided thereto by blending 0.5-2.5 pts.wt. aluminum sulfate with 100 pts.wt. aforementioned cement composition. The above-mentioned composition is capable of developing practical strength of mortar concrete for several hr even in steam curing at relatively low temperatures.

Description

【発明の詳細な説明】 〈産業」二の利用分野〉 本発明によるセメント組威物は、1日で高強度を発現し
、速硬性を兼備させることを可能にした超早強性セメン
ト組成物に関するものであり、場所打ちコンクリート、
プレストレスコンクリート、緊急工事用、舗装コンクリ
ートのオーバーレイ等の補修工事に利用できる。本セメ
ント組成物をモルタル・コンクリートに利用することに
より、型枠の早期取外しを可能にし、養生方法の改善お
よび養生期間の短縮を計ることが可能である。また、蒸
気養生による強度発現効果は顕著であり、数時間で実用
強度が確保でき、製品型枠の回転率を高めて生産性向」
二が則れる等、経済効果も含めて利用分野は広いと考え
る。
[Detailed Description of the Invention] <Industry> Second Field of Application The cement composition according to the present invention is an ultra-early strength cement composition that can exhibit high strength in one day and has quick hardening properties. Concerning cast-in-place concrete,
Can be used for repair work such as prestressed concrete, emergency construction, and overlay of paving concrete. By using this cement composition in mortar and concrete, it is possible to quickly remove the formwork, improve the curing method, and shorten the curing period. In addition, the strength development effect of steam curing is remarkable, and practical strength can be achieved in a few hours, increasing the turnover rate of product formwork and improving productivity.
We believe that it can be used in a wide range of fields, including economic effects, such as the following.

〈従来の技術〉 超早強性セメントはJISR5201に超早強ポルトラ
ンドセメントが規格化されており、市販および実績のあ
る木セメントのJISによるモルタルの圧縮強度は、■
日で200〜230一f/cA,3日で3 5’O K
9 f /cJ程度である。その主要な技術は、ポルト
ランドセメントクリンカー鉱物の主要鉱物であるアリソ
ト(3CaOSI02)の量を多くし、セメントの粉末
度をブレーン比表面梢で6,0 0 0 aM/9程度
に高めたところ((ある。
<Conventional technology> Ultra-early-strength cement is standardized in JISR5201 as ultra-early-strength Portland cement, and the compressive strength of mortar according to JIS for commercially available and proven wood cement is ■
200~2301f/cA in 1 day, 35'OK in 3 days
It is about 9 f /cJ. The main technology was to increase the amount of alisotho (3CaOSI02), which is the main mineral of Portland cement clinker minerals, and to increase the fineness of the cement to about 6,000 aM/9 at the Blaine specific surface (( be.

しかしながら、木セメントは粉末度が高いためにコンク
リ− 1− 1’l’:適用した場合、急激よ初期水和
により、作業性、旋工性が劣り、また、最近のコンクリ
ート用混和剤の開発により、早強ボル1・ランドセメン
トに対する強度上の確固たる優位性が失なわれ、その利
用は特殊な場合のみに限られている。
However, since wood cement has a high powder content, when it is applied to concrete, it suffers from rapid initial hydration, resulting in poor workability and latheability. As a result, it loses its solid superiority in strength over early-strength Bol 1 land cement, and its use is limited to special cases.

速硬性を右するセメントにはジエノトセメント、アウイ
ン系クリンカーとボル1・ラノドセメン1〜を混合した
セメント、アルミナセメントもしくは汎用セメントと泥
合したセメントなどがあり、これらのセメントは超早強
セメントのo n e d a y  セメントに対し
゜C one hourセメントと呼ばれ、主に、緊急
工事、補修用釦よび吹付け利とし゜C利用されている。
Cement that determines quick hardening properties include dienoto cement, cement made by mixing Auin clinker with Bol 1 and Ranodocemen 1, and cement mixed with alumina cement or general-purpose cement. It is called one hour cement as opposed to one hour cement, and is mainly used for emergency construction, repair buttons, and spraying.

ジエノドセメントおよびアウイン系クリンカーを利用し
たセメントはアルカリ、石膏の存在によりアルミン酸カ
ルシウム水和物から工1・リンガイトの早期生或を利用
したものであり、これらのセメントは連硬性を有する特
異なセメントではあるが、旬使吋間の確保には遅延剤の
使用が不可欠である。
Cement using dienodic cement and Auin-based clinker utilizes the early formation of phosphorus phosphorus from calcium aluminate hydrate due to the presence of alkali and gypsum, and these cements have a unique property of continuous hardening. Although it is made of cement, it is essential to use a retardant to secure the space between the ships.

アルミナセメントは多量のアルミン酸カルンウムの水和
生成を利用したものであり、水和物が転移する問題もあ
り、恒久的コンクリートとしては使用され難い。
Alumina cement utilizes the hydration of a large amount of carunium aluminate, and has the problem of hydrate transfer, making it difficult to use as a permanent concrete.

セメノトに添加することにより、速硬性を附与させる添
加剤は数多くあるが、一般的に可使1侍間のコノトロー
ルが難し〈、再現性にも乏しい。また、連硬性は有する
ものの、強度は低く、強度発現性にも乏しいため、実用
コンクリートには供し?!}な〈、特殊用途(吹伺け、
グラウ1・)の一部に利用されているにすぎない。
There are many additives that can be added to cement to give it quick hardening properties, but they are generally difficult to control within a usable range and have poor reproducibility. Also, although it has continuous hardness, its strength is low and its strength development is poor, so it cannot be used for practical concrete. ! }Na〈Special use
It is only used in part of Grau 1).

従来の技術に釦いては、高炉スラグな主利とした超早強
性セメント、さらには速硬性を附与させた開発例は見当
らない。
In terms of conventional technology, there has been no development example of ultra-early strength cement that uses blast furnace slag as its main advantage, or that has added rapid hardening properties.

〈発明が解決しようとする問題点〉 超早強ポル1・ランドセメントおよび速硬セメントはポ
ルトランドセメントクリンカー鉱物に着目して開発され
たものであり、粉末度もブレーン比表面梢で5,000
〜6.0 0 0 cd/9 と高い。超早強ポルトラ
ンドセメントは施工性に難があり、1日のコンクリート
強度レベルにおいても優位性1(乏しく、初期利令以降
の強度増進も小さい。速硬セメン1−は司使時間のコン
トロールが難しく、水利熱が高い、強度増進が小さい、
コストが高い等の欠点があり、また、汎用セメントとの
混用も1)3来ないため、生コン工場での製造が困難で
あり、特殊なコンクリート製造設備が必要である。
<Problems to be solved by the invention> Ultra-early and strong Pol 1 land cement and quick-hardening cement were developed focusing on Portland cement clinker minerals, and their fineness is 5,000 in Blaine specific surface area.
~6.000 cd/9, which is high. Ultra-early-strengthening Portland cement has difficulty in workability, and the concrete strength level in one day is superior to 1 (poor, and the increase in strength after the initial rate is also small. With rapid-hardening cement 1-, it is difficult to control the work time) , high water utilization, low strength increase,
It has drawbacks such as high cost, and also cannot be mixed with general-purpose cement, making it difficult to manufacture at a ready-mixed concrete factory and requiring special concrete manufacturing equipment.

本発明はポルトランドセメントクリンカ一に着目したも
のではな〈、高炉スラグ篩微粉末の水和特性に着目した
ものであり、技術思想は全く異なるものである。高炉ス
ラグな主材とし゛〔、超早強性むよび速硬仕の附与可能
なセメント組成物を開発することは、コンクリートの施
工性の改善、初期材令以降の強度増進、耐久性の向上が
計られ、価値の高いものと考えられる。
The present invention does not focus on Portland cement clinker, but rather on the hydration characteristics of fine powder of blast furnace slag sieve, and the technical idea is completely different. Developing a cement composition that uses blast furnace slag as the main material and can impart ultra-early strength and quick-hardening properties will improve the workability of concrete, increase strength after the initial stage, and improve durability. is considered to be of high value.

木発明名らは、1口強疫におい”〔・は従来の超1)L
強ポルトランドセメントの強度を凌駕し、速硬性(lこ
つい゛Cは、数時間で所要の硬化性状を得ることを可能
とし、かつ、蒸気養生することにより、数H間で実用強
度のコンクリートが得られるなど、機能性に富む高炉ス
ラグ系超早強性セメントを見い出した。
The name of the invention is that one bite has a strong odor.
It surpasses the strength of strong Portland cement, and its rapid hardening properties (l hardness) make it possible to obtain the required hardening properties in a few hours, and by steam curing, practical strength concrete can be produced within a few hours. We have discovered a blast furnace slag-based ultra-early strength cement that is highly functional.

く問題点を解決するための手段〉 速硬性を得るためのセメントフ・よび添加剤の水利機構
は種々あるが、エトリンガイトの生成が有効であり、強
度発現も安定し゜Cいる。超早強性はエトリンガイトの
他に、カルシウムンリケート水利物( C − 3 −
 1−1 )の早期生戒と生成量を多くすることが必要
である。
Means for Solving the Problems> There are various mechanisms for using cement and additives to obtain rapid hardening, but the production of ettringite is effective and the strength development is stable. In addition to ettringite, calcium silicate aquariums (C-3-
1-1) It is necessary to start eating early and increase the amount produced.

本発明の主眼点はエトリンガイトおよびC−S− I−
1の水和生戒におよぼす高炉スラグ微粉末の粒度、配合
量によるポルトランドセメントの水利特性に着目した点
である。高炉スラグ粒子は水と接触すると、粒子の表面
水和は急速に逸み、極め゛C冫占性であるが、ボノレト
ランドセメントクリンプJ粒子と)”(なり、その後の
水利は緩慢である。『1゜5 i−+セメントに用いら
れている高炉スラグ微粉末は最大粒径48μm1平均粒
径9/’m,ブレーン比表面梢で4.0 0 0 cA
/ク稈度であり、このfld度の粉末塵では初期強度の
発現性が乏しく、一般的に、高炉セメントは初期強度が
低いと言われ゜〔いる。高炉スラグ粒子径を小さくする
ことにより、アルカリ溶液中における各イオンの溶出量
は二次関数的に増大し、かつ、ボル1・ランドセメント
クリンカーの主要鉱物であるアリy ト(3CaOSi
02)の初期水利を非儲に活発化させる。
The main focus of the present invention is ettringite and C-S-I-
This study focused on the water utilization characteristics of Portland cement depending on the particle size and blending amount of pulverized blast furnace slag powder, which affects the hydration requirement of 1. When blast furnace slag particles come into contact with water, the surface hydration of the particles quickly evaporates, resulting in extremely ``C monopoly,'' but with Bonoretland cement crimp J particles, and subsequent water utilization is slow. The blast furnace slag powder used in 1゜5 i-+ cement has a maximum particle size of 48 μm, an average particle size of 9/'m, and a Blaine specific surface area of 4.000 cA.
The initial strength of blast furnace cement is generally said to be low because powder dust of this fld degree has poor initial strength development. By reducing the blast furnace slag particle size, the elution amount of each ion in the alkaline solution increases quadratically.
02) Activate initial water usage unprofitably.

本発明の、1b炉スラグ高微粉末を用いることにより、
石膏の存在下において、スラグ自体およびアリットの水
利が急速に進み、アルミン酸カルシウム永和物からのエ
トリンガイトさら{CはC−S一Hの早期生威を可能と
し、その結果、超早強性な附与させ、長期白勺にも安定
した水和物を形威することを見い出した。速硬性をII
IJ ”iさせるエトリンガイ1・の生成には、アルカ
リ液相中に甲−期に比較的多量のso4’一の存在が必
要である。本発明者等は、仲々の硫酸塩の効果を調べた
納果、硫酸アルミニウムが適し゛C釦り、かつ、初期強
度を高める効果があることも判明した。高炉スラグ粒子
の水和は温度依存1ソ1が大きいことは衆知であるが、
木発明の超早強性セメント組或物を用いたモルタルコン
クリートは、蒸気養生による温度条件下において顕著な
水利促進が創られ、単時間で高強度が発現できる。
By using the 1b furnace slag highly fine powder of the present invention,
In the presence of gypsum, the water utilization of the slag itself and of the alitte proceeds rapidly, and ettringite from calcium aluminate ethrinate {C enables the early growth of C-S-H, resulting in ultra-early strength. It was found that a stable hydrate form can be produced even in long-term cultivation by adding it to Shiraki. Fast hardening II
The presence of a relatively large amount of so4' in the A-phase in the alkaline liquid phase is necessary for the production of Ettringai 1, which causes IJ. It has also been found that aluminum sulfate is suitable for the process and has the effect of increasing the initial strength.It is well known that the hydration of blast furnace slag particles is highly temperature dependent;
Mortar concrete using the ultra-early-strengthening cement composition of the Wood invention significantly promotes water utilization under temperature conditions due to steam curing, and can develop high strength in a short period of time.

以下、本発明の物質構成につぃ゜C説明ずる。The material structure of the present invention will be explained below.

超早強性を1覧}るための高炉スラグの粒子径は小さい
程好ましいが、最大粒径6μIn以」二(ブレーン比表
面梢1 2,0 0 0cJ/’Y以下)では、JI8
モルタルの利令1日の圧縮強度220K9f/cJ以上
が得れな〈、硫酸アルミニウムにょる速硬性にも乏しい
The smaller the particle size of blast furnace slag is, the better for determining ultra-early strength, but if the maximum particle size is 6 μIn or more (Blaine specific surface 12,000 cJ/'Y or less), JI8
It is not possible to obtain a mortar compressive strength of 220K9f/cJ or more in one day.Also, it is poor in quick hardening due to aluminum sulfate.

最大粒径6μn1以下で2μm以下の粒分が50重量部
以上含む高炉スラグ高微粉末の場合、ポルトランドセメ
ントに30〜70重量部を配合することにより、圧縮強
疫は1日制令で2 2 0 K9f/al 以」二が得
られ、配合1c J: ッ’C I.t 2 5 0 
K9 f/cJ 以上、3日利令で400K9(/ty
A以上が容易に得られる。
In the case of high-fine blast furnace slag powder containing 50 parts by weight or more of particles with a maximum particle size of 6 μn1 or less and 2 μm or less, by blending 30 to 70 parts by weight with Portland cement, compaction strength can be reduced by the 1-day regulation. 0 K9f/al 2 was obtained, and the formulation 1c J: t'C I. t 2 5 0
K9 f/cJ or more, 400K9 (/ty) with 3-day interest rate
A grade of A or higher is easily obtained.

ポルトランドセメントはJISR5201K定めるセメ
ントの他{(、白色ポルトランドセメントが使用できる
。使用セメントは本発明の主旨から、アリノトの多い皐
強ボルトランドセメン1−が好マしい。
In addition to the cement specified by JISR 5201K, white Portland cement can be used as the Portland cement. From the purpose of the present invention, it is preferable to use strong Boltland cement 1-, which has a large number of ants.

石膏は本発明のセメント組成物には重要な索制であり、
石膏の形態は問わないが、粉末度はブレーン比表面7g
4 4,0 0 0 cA/ 9 以上が好ましい。石
膏量は結合+4 .u二+;炉スラグ高徴粉末+ボルト
ランドセメン1−)too重量部に対し゜C5〜20重
量部が好ましく、ll’Jl炉スラグ高微粉末の配合量
によっ゜〔、最適石膏量が変わるが、配合量が多くなる
と最適石膏量は増加する。
Gypsum is an important component in the cement composition of the present invention,
The form of the gypsum does not matter, but the powder level is 7g at the Blaine surface ratio.
44,000 cA/9 or more is preferable. The amount of plaster is bond +4. u2+: Furnace slag fine powder + Bortland cement 1-) It is preferable to use 5 to 20 parts by weight of C5 to 20 parts by weight, and the optimum amount of gypsum changes depending on the blending amount of ll'Jl furnace slag fine powder. However, as the blending amount increases, the optimal amount of gypsum increases.

{jl[アルミニウムはポルトランドセメントの速硬性
利料としての機能を有するが、本発明の高炉スラグ高微
粉末を用いた場合には連硬性を損なうことがな〈、6時
間で20K9f/c+J ,  1日強度で250Kp
f/cJ以上を1(}ることかできる。硫酸アルミニウ
ムのセメント組成物l00重量部に対する添加量は05
〜25重量部の範囲が好ましく、少なければ速硬性の効
果が乏しく、25重量部を越えると速硬性はi(}られ
るものの、作業仕を得るための単位水量も増加し、1日
強度も低下し超早強セメントとし〔の↑ぎ性が1).}
られない。硫酸アルミーウムは粉休もし〈は溶液とし゛
C取扱うことが司能であり、旋工前にモルタル.コンク
リートへの添加待期を白山に選択できる利点がある。
{jl[Aluminum has a function as a quick-hardening material for Portland cement, but when the high-fine blast furnace slag powder of the present invention is used, the continuous hardening property is not impaired. 250Kp in daily strength
f/cJ or more can be 1 (}.The amount of aluminum sulfate added to 100 parts by weight of the cement composition is 05
A range of ~25 parts by weight is preferable; if it is less than 25 parts by weight, the quick hardening effect will be poor; if it exceeds 25 parts by weight, the quick hardening property will be reduced, but the amount of water per unit to obtain work will also increase, and the 1-day strength will also decrease. It is used as an ultra-early and strong cement. }
I can't do it. Aluminum sulfate can be handled as a powder or as a solution, and must be treated with mortar before turning. There is an advantage of being able to choose the waiting period for adding Hakusan to concrete.

セメント系祠4′1は温度を高めることにより、物理化
学的活性が高まることは一般的であるが、高カjスラグ
微粉宋の場合、温疫差による初期水利活性は粒度によっ
て非常に具なる。本発明にょるセメント組成物は比較的
低温での蒸気養生におい′Cも、ポルトランドセメント
ふ−よび高炉スラグ1)″G微粉末の初期水利を高め、
数時間でモルタルコンクリートの実用強度を得ることが
可能である。
It is common for the physicochemical activity of cement-based shrines to increase by increasing the temperature, but in the case of the Song dynasty, where high carbon slag fine powder was used, the initial water use activity due to temperature differences was greatly affected by the particle size. . The cement composition according to the present invention also has a steam curing odor at a relatively low temperature, which increases the initial water availability of Portland cement powder and blast furnace slag (1)'G fine powder.
It is possible to obtain the practical strength of mortar concrete in a few hours.

以下、実施例を挙げ゜〔説明する。Examples will be given and explained below.

実施例l 第l表に示す粒度(レーザー光回折式による)ブレーン
比表面梢の異なる2種類のスラグ微粉末を用いて第2麦
の配合よりなるセメント組成物を試製し、JISR52
01  に準拠し“〔モルタルを成型し、拐令1、3、
7日の圧縮強度を測定した。
Example 1 A cement composition consisting of the second barley composition was trial-produced using two types of fine slag powder with different particle sizes (based on laser beam diffraction method) and different Blaine specific surfaces as shown in Table 1.
01, mold the mortar,
Compressive strength was measured after 7 days.

本実施例からも、スラグ微粉末の粒度によるセメント組
威物の超早強性に及ぼす効果は顕著であり、最大村径1
21’m以ドのスラグ微粉木ではl Ll強度200K
9f/c+fl以Fであるが、本発明の最大粒径6μm
以下のスラグ微粉末(USP)を用いた場合、従来のN
 17’−強ボルトランドセメン1〜の強度を凌ぐ値が
得られ、1日で250〜3 0 0 Kyf/cA ,
 3日で4 0 0 K9f/ca以上が確保できるこ
とを見い出した。
This example also shows that the particle size of fine slag powder has a remarkable effect on the ultra-early strength of cement composites, with a maximum particle diameter of 1
For slag fine wood of 21' m or more, Ll strength is 200K.
9f/c+fl or more F, but the maximum particle size of the present invention is 6 μm
When using the following fine slag powder (USP), conventional N
A value exceeding the strength of 17'-strong Voltland Cement 1~ was obtained, and 250~300 Kyf/cA in one day,
It was discovered that more than 400 K9f/ca could be secured in 3 days.

高炉スラグで超早強性セメント組威物が得られることは
コンクリートの耐久性向上(lこも寄与し、意義が大き
いと考える。
The ability to obtain ultra-early strength cement composites using blast furnace slag is considered to be of great significance as it also contributes to improving the durability of concrete.

第1表 第2表 1−I P C :早強ポルトランドセメント実施例2 第1表に示す3種類のスラグ微粉末を用い゜C、第3表
の配合よりなるセメント組成物を試製し、JIS R 
5201)C準拠し゛cモルタルを或型し、6時間、■
日、3日の圧縮強度を測定した。その結果は第3表に示
すとかりである。
Table 1 Table 2 Table 1-I P C: Early-strength Portland cement Example 2 Using the three types of fine slag powder shown in Table 1, a cement composition having the composition shown in Table 3 was prepared as a sample, and JIS R
5201) Shape C mortar according to C, 6 hours, ■
The compressive strength was measured on days 1 and 3. The results are shown in Table 3.

本実施例からも、スラグ微粉末の粒度によるセメント組
成物の速硬性、超早強性に及ぼす効果は顕著であり、最
大粒径12μm以下のスラグ微粉末(S S P・)は
配合量を多くすることにより1日強度は伸びる。
This example also shows that the particle size of the fine slag powder has a remarkable effect on the quick hardening and ultra-early strength of the cement composition, and the fine slag powder (S S P) with a maximum particle size of 12 μm or less has a small amount. By doing more, your daily strength will increase.

木発明例のスラグ微粉末(USP)を用いた場合、6 
N間テI O−1 5 K9 (/oR, 1 日f 
250K9f/cJ以上、3日で400K9r/ty!
+以上の高強度を容易に達成できることが確認できた。
When using the fine slag powder (USP) of the wood invention example, 6
N interval TeI O-1 5 K9 (/oR, 1 day f
Over 250K9f/cJ, 400K9r/ty in 3 days!
It was confirmed that high strength of + or higher can be easily achieved.

第3表 実施例3 本発明のセメント組成物を用いたモルタルの蒸気養生に
よる強度効果を確認するため、第4表に示す配合に基づ
き、JIsR52o1に型拠し゛Cモルタルを成型した
Table 3 Example 3 In order to confirm the strength effect of steam curing of mortar using the cement composition of the present invention, based on the formulation shown in Table 4, mortar C was molded based on JIsR52o1.

W/C 4 5%の低水比の配合では、減水剤マイティ
I50(花王製)をセメント組成物に対し’(TO.7
5重量部用いた。蒸気養生の条件はモルタル成型後t)
fl置時間15峙間、胃温速度l5°C/h、最高温度
50°C1保持1時間とし、6峙間、1]」の圧縮強度
をitll定した。強度の結果は第4表に示すとかりて
ある。
In formulations with a low water ratio of W/C 4 5%, water reducing agent Mighty I50 (manufactured by Kao) was added to the cement composition (TO.7
5 parts by weight was used. The conditions for steam curing are after mortar molding t)
The compressive strength was determined for 15 seconds, a gastric temperature rate of 15°C/h, and a maximum temperature of 50°C for 1 hour for 6 hours. The strength results are shown in Table 4.

本実施例においても、本発明の主要素相であるスラグ微
粉末(USP)を用いたセメント組成物の蒸気養生によ
る効果はWκにかかわらず顕著であり、6時問および1
日の圧縮強度はW/C65%のJISモルタルで150
、330K?f/cJであり、W/C45%ではそれぞ
れ250、450κqr/rUの高強度が1’Jられた
In this example as well, the effect of steam curing of the cement composition using fine slag powder (USP), which is the main elemental phase of the present invention, is remarkable regardless of Wκ, and
The daily compressive strength is 150 with W/C 65% JIS mortar.
, 330K? f/cJ, and high intensities of 250 and 450κqr/rU were obtained by 1'J at W/C45%, respectively.

第4表Table 4

Claims (3)

【特許請求の範囲】[Claims] (1)最大粒径6μm以下で2μm以下の粒分が50重
量部以上含有する高炉スラグ高微粉末(プレーン比表面
積13,000cm^2/g以上)30〜70重量部、
ポルトランドセメント70〜30重量部からなる結合材
100重量部に対し、石膏5〜20重量部を含む、材令
1日で高強度発現を特徴とする超早強性セメント組成物
(1) 30 to 70 parts by weight of highly fine blast furnace slag powder (plain specific surface area 13,000 cm^2/g or more) containing 50 parts by weight or more of particles with a maximum particle size of 6 μm or less and 2 μm or less,
An ultra-early strength cement composition characterized by high strength development in one day of age, containing 5 to 20 parts by weight of gypsum to 100 parts by weight of a binder consisting of 70 to 30 parts by weight of Portland cement.
(2)前記セメント組成物100重量部に対し、硫酸ア
ルミニウム0.5〜2.5重量部含有する速硬性を兼備
した特許請求の範囲第1項記載の超早強性セメント組成
(2) The ultra-early-strengthening cement composition according to claim 1, which has rapid hardening properties and contains 0.5 to 2.5 parts by weight of aluminum sulfate per 100 parts by weight of the cement composition.
(3)蒸気養生することにより、数時間でモルタル・コ
ンクリートの実用強度を発現することを特徴とした特許
請求の範囲第1、2項記載の超早強性セメント組成物
(3) The ultra-early strength cement composition according to claims 1 and 2, which develops the practical strength of mortar concrete in several hours by steam curing.
JP30822789A 1989-11-29 1989-11-29 Ultrahigh early strength cement composition Pending JPH03170354A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30822789A JPH03170354A (en) 1989-11-29 1989-11-29 Ultrahigh early strength cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30822789A JPH03170354A (en) 1989-11-29 1989-11-29 Ultrahigh early strength cement composition

Publications (1)

Publication Number Publication Date
JPH03170354A true JPH03170354A (en) 1991-07-23

Family

ID=17978460

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30822789A Pending JPH03170354A (en) 1989-11-29 1989-11-29 Ultrahigh early strength cement composition

Country Status (1)

Country Link
JP (1) JPH03170354A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002128559A (en) * 2000-10-16 2002-05-09 Denki Kagaku Kogyo Kk Cement composite and acid resistant cement concrete using it
JP2005154213A (en) * 2003-11-27 2005-06-16 Fuji Ps Corp Binder composition in high durable concrete, product of high durable concrete and method of manufacturing the same
US20120079962A1 (en) * 2009-01-21 2012-04-05 Jose Garcia Cementitious compositions having coarse ground blast furnace slag and methods of making and using the same
JP2016088804A (en) * 2014-11-05 2016-05-23 太平洋セメント株式会社 Manufacturing method of concrete
US9963390B2 (en) * 2014-07-17 2018-05-08 Holcim Technology, Ltd. Dry cement mixture
JP2020001943A (en) * 2018-06-26 2020-01-09 宇部興産株式会社 Blast furnace slag powder, cement composition and mortar composition comprising blast furnace slag powder, and method of estimating fluidity of cement composition

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002128559A (en) * 2000-10-16 2002-05-09 Denki Kagaku Kogyo Kk Cement composite and acid resistant cement concrete using it
JP4502298B2 (en) * 2000-10-16 2010-07-14 電気化学工業株式会社 Cement composition and acid resistant cement / concrete using the same
JP2005154213A (en) * 2003-11-27 2005-06-16 Fuji Ps Corp Binder composition in high durable concrete, product of high durable concrete and method of manufacturing the same
US20120079962A1 (en) * 2009-01-21 2012-04-05 Jose Garcia Cementitious compositions having coarse ground blast furnace slag and methods of making and using the same
US8257488B2 (en) * 2009-01-21 2012-09-04 Capitol Aggregates, Inc. Cementitious compositions having coarse ground blast furnace slag and methods of making and using the same
US9963390B2 (en) * 2014-07-17 2018-05-08 Holcim Technology, Ltd. Dry cement mixture
JP2016088804A (en) * 2014-11-05 2016-05-23 太平洋セメント株式会社 Manufacturing method of concrete
JP2020001943A (en) * 2018-06-26 2020-01-09 宇部興産株式会社 Blast furnace slag powder, cement composition and mortar composition comprising blast furnace slag powder, and method of estimating fluidity of cement composition

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