JPH0753594B2 - Cement composition - Google Patents

Cement composition

Info

Publication number
JPH0753594B2
JPH0753594B2 JP60125192A JP12519285A JPH0753594B2 JP H0753594 B2 JPH0753594 B2 JP H0753594B2 JP 60125192 A JP60125192 A JP 60125192A JP 12519285 A JP12519285 A JP 12519285A JP H0753594 B2 JPH0753594 B2 JP H0753594B2
Authority
JP
Japan
Prior art keywords
cement
alumina
weight
strength
cement composition
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.)
Expired - Lifetime
Application number
JP60125192A
Other languages
Japanese (ja)
Other versions
JPS61286252A (en
Inventor
強 永渕
好夫 中沢
直人 今西
涼一 佐藤
秀幸 徳丸
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 Chemical and Materials Co Ltd
Original Assignee
Nippon Steel Chemical 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 Nippon Steel Chemical Co Ltd filed Critical Nippon Steel Chemical Co Ltd
Priority to JP60125192A priority Critical patent/JPH0753594B2/en
Publication of JPS61286252A publication Critical patent/JPS61286252A/en
Publication of JPH0753594B2 publication Critical patent/JPH0753594B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、セメント組成物に関するものであって、通
常のセメントが使用される分野はいうまでもなく、補修
材、グラウト材、床材などとしても使用でき、炉の周囲
の補修材のように特に耐熱性が要求される用途において
特に有効なセメント組成物に関する。
TECHNICAL FIELD The present invention relates to a cement composition, not to mention the field in which ordinary cement is used, and also as a repair material, grout material, floor material, etc. The present invention relates to a cement composition which can be used and is particularly effective in applications where heat resistance is particularly required such as a repair material around a furnace.

従来の技術 セメントは水と混練するだけで硬化し、長期間にわたっ
て強度増加が得られ、かつ、安価であるために不定形材
料として特に土木建築分野では必要欠くべからざるもの
である。
2. Description of the Related Art Cement hardens only by kneading with water, increases strength over a long period of time, and is inexpensive, so it is indispensable as an amorphous material, especially in the field of civil engineering and construction.

しかし、その物性として、引張強度が小さいこと、収縮
が大きいこと、耐熱性が劣るというような多くの欠点が
ある。
However, its physical properties have many drawbacks such as low tensile strength, large shrinkage, and poor heat resistance.

従来、これらの欠点を克服するために、鉄筋、鉄骨との
複合化、プレストレッシング、ファイバーの混合、コー
ティング等の機械的改良法、あるいは材料面からの改良
として膨脹材添加による収縮低減、強度増強材の添加あ
るいは減水材添加によって水セメント比低減による強度
増加、または、ポゾラン物質かシリカ質材料添加による
Ca(OH)量低減等の改良が提案され、かつ、実施され
ている。
Conventionally, in order to overcome these drawbacks, mechanical improvement methods such as reinforcing bar, composite with steel frame, prestressing, fiber mixing, coating etc., or reduction of shrinkage by addition of expansion material as strength improvement, strengthening Increase the strength by reducing the water-cement ratio by adding materials or water-reducing materials, or by adding pozzolanic materials or siliceous materials
Improvements such as Ca (OH) 2 reduction have been proposed and implemented.

発明が解決しようとする問題点 セメント硬化体のマトリックス形成主幹はC−S−Hゲ
ルの結合であり、また、その反応は液相反応であるため
理論水量以上の余剰水を必要とし、水分の脱水、逸脱に
よる劣化、崩壊は避けがたく、セメント硬化体の欠点は
大部分この二つの問題点に原因がある。
Problems to be Solved by the Invention The matrix-forming backbone of a hardened cement is a C--S--H gel bond, and since the reaction is a liquid phase reaction, excess water above the theoretical amount of water is required, and Deterioration and disintegration due to dehydration, deviation are unavoidable, and the drawbacks of hardened cement products are largely due to these two problems.

問題点を解決するための手段 上記問題点を解決するためにこの発明の構成は、セメン
ト100重量部に対して、アルミナゾルおよび/または粉
末型コロイダルアルミナをアルミナ固形分に換算して0.
2〜5重量部含有セメント組成物である。
Means for Solving the Problems In order to solve the above problems, the composition of the present invention is 100 parts by weight of cement, and alumina sol and / or powder type colloidal alumina is converted into alumina solid content of 0.
It is a cement composition containing 2 to 5 parts by weight.

上記セメントとしては普通ポルトランドセメント、早強
セメント、超早強セメント、高炉セメント、アルミナセ
メント、フライアッシュセメント、白色セメント、ジェ
ットセメント、中庸熱セメント等が用いられる。
Examples of the above-mentioned cement include ordinary Portland cement, early-hardening cement, ultra-fast-hardening cement, blast furnace cement, alumina cement, fly ash cement, white cement, jet cement, moderate heat cement and the like.

アルミナゾルおよび/または粉末型コロイダルアルミナ
含有量は、アルミナ固形分に換算して、セメント100重
量部に対して、0.2〜5重量部、好ましくは、0.2〜1重
量部である。0.2重量部未満では所望の効果が得られ
ず、5重量部を越えるとかえって強度発生を阻害するだ
けでなく、原価が高くなって経済的でない。
The content of the alumina sol and / or the powdery colloidal alumina is 0.2 to 5 parts by weight, preferably 0.2 to 1 part by weight, based on 100 parts by weight of cement, in terms of alumina solid content. If it is less than 0.2 parts by weight, the desired effect cannot be obtained, and if it exceeds 5 parts by weight, not only the strength generation is hindered but also the cost becomes high, which is not economical.

なお、粉末型コロイダルアルミナには、棒状、羽毛状、
繊維状の長尺形状の粒子は含まれない。
The powder-type colloidal alumina includes rod-shaped, feather-shaped,
Fibrous elongated particles are not included.

また、このセメント組成物には、減水剤、増粘剤、硬化
促進剤、硬化遅延剤、消泡剤、発泡剤、強度促進材、膨
脹材等の添加剤/材を適宜用いることができる。
In this cement composition, additives / materials such as a water reducing agent, a thickening agent, a hardening accelerator, a hardening retarder, a defoaming agent, a foaming agent, a strength accelerating material and an expanding material can be appropriately used.

作用 アルミナゾルおよび/または粉末型コロイダルアルミナ
の添加による作用は、これらの安定領域が低pH域である
のに対して、セメントスラリーは高pH域であるために、
それらを共存させるとアルミナのゲル化が促進してセメ
ント硬化体マトリックスの形成に寄与し、強度を増加す
る作用をする。
Action The action of adding alumina sol and / or powder type colloidal alumina is that the stable region is in the low pH region, whereas the cement slurry is in the high pH region,
When they coexist, the gelation of alumina is promoted, which contributes to the formation of a hardened cementitious matrix and acts to increase the strength.

更に、C−S−Hゲル結合(セメントマトリックス)の
劣化、崩壊の著しい高温雰囲気下ではアルミナのポリマ
ー化、結晶化が促進され、その結果、セメントマトリッ
クスの劣化、崩壊が防止され、あるいはマトリックスの
強度を補強する結果、マクロ的に硬化体を強化する作用
をすると考えられる。
Further, in a high temperature atmosphere where the C—S—H gel bond (cement matrix) is significantly deteriorated and disintegrated, the polymerization and crystallization of alumina are promoted, and as a result, the deterioration and disintegration of the cement matrix is prevented or the matrix of the matrix is prevented. It is considered that as a result of reinforcing the strength, it has an action of macroscopically strengthening the cured body.

以下、実施例によって、具体的に説明する。Hereinafter, a specific description will be given with reference to examples.

実施例 以下、実施例および比較例に記載の各成分の量(%)は
すべて重量%である。
Examples Hereinafter, the amounts (%) of the respective components described in Examples and Comparative Examples are all weight%.

実施例1 下記の第1表に示す組成の材料をホバートミキサーで3
分間混練したモルタルを用いて4×4×6cmの供試体を
つくり、所定材令まで20℃で湿空養生をした。
Example 1 The materials having the compositions shown in Table 1 below were mixed in a Hobart mixer 3 times.
A 4 × 4 × 6 cm specimen was prepared using mortar that had been kneaded for minutes, and was subjected to wet air curing at 20 ° C. until a prescribed age.

上記供試体の圧縮強度試験をした結果を下記第2表に示
す。
The results of the compressive strength test of the above specimens are shown in Table 2 below.

実施例2 下記第3表に示す組成の原料をホバートミキサーで3分
間混練してつくったペーストで4×4×16cmの供試体を
作成した。
Example 2 Specimens of 4 × 4 × 16 cm were prepared from a paste prepared by kneading the raw materials having the compositions shown in Table 3 below with a Hobart mixer for 3 minutes.

上記供試体を7日間、20℃で湿空養生したもの、その後
更に、250℃に24時間加熱したものの圧縮強度試験をし
た。その結果を下記の第4表に示す。
A compressive strength test was conducted on the above-mentioned test piece that had been cured at 20 ° C. in wet air for 7 days and then further heated at 250 ° C. for 24 hours. The results are shown in Table 4 below.

実施例3 セメント硬化体を加熱すると自由水、水和結合水の脱
水、逸脱が起り、硬化体組織が変化し、特に曲げ強度が
著しく低下する。
Example 3 When a hardened cement product is heated, free water and hydration-bonded water are dehydrated and deviated, the structure of the hardened product is changed, and especially the bending strength is significantly reduced.

普通ポルトランドセメントの水和率90%以上と推定され
るペースト硬化体と、この発明のペースト硬化体(4×
4×16cm)を100℃、200℃、300℃に各々24時間加熱し
た場合の曲げ強度を比較した。
Ordinary Portland cement paste hardened product estimated to have a hydration rate of 90% or more, and the paste hardened product of the present invention (4 x
4 × 16 cm) was heated at 100 ° C., 200 ° C. and 300 ° C. for 24 hours, and the bending strengths were compared.

原料の組成と供試体の作製条件を第5表に示す。Table 5 shows the composition of the raw materials and the preparation conditions of the specimen.

上記供試体およびそれらを所定の加熱試験をした後の結
果を第6表に示す。
Table 6 shows the test pieces and the results after subjecting them to a predetermined heating test.

発明の効果 以上説明したように、この発明のセメント組成物は通常
のセメントと同様に取扱うことができ、水セメント比が
同一である場合にはニートセメントより強度が大で、か
つ、C−S−Hゲル結合の劣化、崩壊に起因するセメン
ト硬化体の弱点を大幅に改善することができる。
EFFECTS OF THE INVENTION As described above, the cement composition of the present invention can be handled in the same manner as ordinary cement, has a higher strength than neat cement when the water-cement ratio is the same, and C-S -H The weakness of the cement hardened product due to the deterioration and the collapse of the gel bond can be greatly improved.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 徳丸 秀幸 福岡県北九州市小倉北区井堀3丁目6―20 (56)参考文献 特公 昭44−4219(JP,B1) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hideyuki Tokumaru 3-6-20 Ibori, Kokurakita-ku, Kitakyushu City, Fukuoka (56) References Japanese Patent Publication No. 44-2219 (JP, B1)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】セメント100重量部に対して、アルミナゾ
ルおよび/または粉末型コロイダルアルミナをアルミナ
固形分に換算して0.2〜5重量部含有することを特徴と
するセメント組成物
1. A cement composition comprising 0.2 to 5 parts by weight of alumina sol and / or powder type colloidal alumina in terms of alumina solid content based on 100 parts by weight of cement.
JP60125192A 1985-06-11 1985-06-11 Cement composition Expired - Lifetime JPH0753594B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60125192A JPH0753594B2 (en) 1985-06-11 1985-06-11 Cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60125192A JPH0753594B2 (en) 1985-06-11 1985-06-11 Cement composition

Publications (2)

Publication Number Publication Date
JPS61286252A JPS61286252A (en) 1986-12-16
JPH0753594B2 true JPH0753594B2 (en) 1995-06-07

Family

ID=14904192

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60125192A Expired - Lifetime JPH0753594B2 (en) 1985-06-11 1985-06-11 Cement composition

Country Status (1)

Country Link
JP (1) JPH0753594B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996014275A1 (en) * 1994-11-08 1996-05-17 Holderchem Holding Ag Sol-gel additive for systems with inorganic binders
FR2765571B1 (en) * 1997-07-01 1999-08-13 Schlumberger Cie Dowell CEMENTING COMPOSITIONS AND APPLICATION THEREOF FOR CEMENTING OIL WELLS OR THE LIKE

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55121945A (en) * 1979-03-06 1980-09-19 Subaankaa Mukaaji Broardly applicable refractory insulating material

Also Published As

Publication number Publication date
JPS61286252A (en) 1986-12-16

Similar Documents

Publication Publication Date Title
US4997484A (en) Hydraulic cement and composition employing the same
US4501830A (en) Rapid set lightweight cement product
US20120037043A1 (en) Construction materials and methods of production
JP3137263B2 (en) High bending strength hardened cement
JP2663298B2 (en) Heated curing cement composition, its curing method and cured product
JP2581803B2 (en) Cement admixture and cement composition
JP3125316B2 (en) Temperature buffer type quick-setting composition
JP6985177B2 (en) Hydraulic composition and concrete
JP3813374B2 (en) Construction method of sprayed cement concrete using setting modifier slurry
JPH0753594B2 (en) Cement composition
JPS59102849A (en) Super high strength cement hardened body
JPH11246260A (en) Cement composition and production of hardened body using the same
JP3378965B2 (en) Method for improving strength of hardened cement
RU2120926C1 (en) Raw mix for manufacturing non-autoclave cellular concrete of natural hardening, and method of manufacturing products from cellular concrete
JP2003171161A (en) Heat resisting, high strength concrete, and production method therefor
JP2001294460A (en) Ultra high-early-strength expansive admixture for concrete and production process of concrete product using the same
JPH05116996A (en) Cement admixture and production of cement hardened body
GB2162165A (en) Cementitious compositions
JP3483903B2 (en) Injection material
KR102598393B1 (en) Ultra rapid harding cement composition with improved durability and strength
RU2002717C1 (en) Method for building materials production
JPH0580422B2 (en)
JPS5829984B2 (en) How to mix cement grout
JP3261769B2 (en) Manufacturing method of hardened cement
JP2769182B2 (en) Manufacturing method of cement molding

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term