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JP2916486B2 - Hydraulic cement composition - Google Patents

Hydraulic cement composition

Info

Publication number
JP2916486B2
JP2916486B2 JP17528190A JP17528190A JP2916486B2 JP 2916486 B2 JP2916486 B2 JP 2916486B2 JP 17528190 A JP17528190 A JP 17528190A JP 17528190 A JP17528190 A JP 17528190A JP 2916486 B2 JP2916486 B2 JP 2916486B2
Authority
JP
Japan
Prior art keywords
cao
cement
cement composition
product
blast furnace
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 - Fee Related
Application number
JP17528190A
Other languages
Japanese (ja)
Other versions
JPH0465339A (en
Inventor
哲 廣瀬
之典 山崎
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.)
Taiheiyo Cement Corp
Original Assignee
Taiheiyo Cement 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 Taiheiyo Cement Corp filed Critical Taiheiyo Cement Corp
Priority to JP17528190A priority Critical patent/JP2916486B2/en
Publication of JPH0465339A publication Critical patent/JPH0465339A/en
Application granted granted Critical
Publication of JP2916486B2 publication Critical patent/JP2916486B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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

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

Description

【発明の詳細な説明】 [イ.産業上の利用分野] 本発明は、CaO−Na2O−Al2O3系焼成物と、高炉スラグ
とからなる新規なセメント組成物に関する。
DETAILED DESCRIPTION OF THE INVENTION FIELD] The present invention on the industrial, and CaO-Na 2 O-Al 2 O 3 based sintered product, to novel cement compositions comprising a blast furnace slag.

[ロ.従来の技術] 従来、CaO−Na2O−Al2O3系焼成物を用いた例として
は、該焼成物そのものをセメントとしたもの(特公昭57
−31541)と、該焼成物を混和材としたもの(特願昭63
−327720)とがある。
[B. Description of the Related Art Conventionally, as an example using the CaO-Na 2 O-Al 2 O 3 based baked product obtained by the該焼Narubutsu itself and cement (JP-B-57
−31541) and those obtained by using the calcined material as an admixture (Japanese Patent Application No. 63-63).
−327720).

前者は、Na2O・14CaO・5Al2O3と、ポルトランドセメ
ントの主組成である3CaO・SiO2,2CaO・SiO2などとを主
とする水硬性セメントであるが、このセメントは極めて
急結性であるために、使用にあたっては、石こう類及び
クエン酸など凝結遅延剤をそれぞれ数重量%添加する。
後者は、本発明者らの創意に基づいて特許出願されたも
のであるが、その内容は、CaO,Na2O及びAl2O3に換算し
たとき、それぞれが特定割合にあるCaO−Na2O−Al2O3
焼成物の粉砕物をポルトランドセメントに3重量%以上
添加することにより、該セメントの凝結硬化の促進を目
的とした混和材であった。
The former, a Na 2 O · 14CaO · 5Al 2 O 3, is a hydraulic cement mainly for the like 3CaO · SiO 2, 2CaO · SiO 2 is a main composition of Portland cement, the cement is very quick- When used, several percent by weight of a setting retarder such as gypsum and citric acid are added for use.
The latter, although those patent applications based on the inventive of the present inventors, the contents, CaO, when converted into Na 2 O and Al 2 O 3, CaO-Na 2 , each in a specific proportion the pulverized O-Al 2 O 3 based baked product by adding Portland cement in 3 wt% or more, were admixtures aimed at promoting condensation curing of the cement.

以上のように、従来のCaO−Na2O−Al2O3系焼成物の用
途開発は、ポルトランドセメントの構成鉱物を利用する
か、あるいはそれへの作用を考慮した混和材であった。
As described above, application development conventional CaO-Na 2 O-Al 2 O 3 based baked product was admixture considering the effect of whether to use the minerals of Portland cement, or to it.

高炉スラグと前記焼成物のいずれかとの混合物につい
ての公知例はない。類似技術として高炉スラグとCaO−A
l2O3系焼成物(たとえば、12CaO・7Al2O3、アルミナセ
メント)を混合したセメント組成物が見られる程度であ
る(特開昭60−180945、特開平1−141844)。
There is no known example of a mixture of blast furnace slag and any of the above fired products. Blast furnace slag and CaO-A as similar technologies
l 2 O 3 based baked product (e.g., 12CaO · 7Al 2 O 3, alumina cement) is the degree to which the cement composition prepared by mixing is observed (JP 60-180945, JP-A-1-141844).

[ハ.発明が解決しようとする問題点] 以上述べたように、CaO−Na2O−Al2O3系焼成物それ自
体を水硬性セメントとしたものは、Na2O・14CaO・5Al2O
3−カルシウムシリケート系焼成物が唯一のものであ
る。
[C. Invention As stated try to Problem] above resolution, that CaO-Na 2 O-Al 2 O 3 based sintered product itself as hydraulic cements, Na 2 O · 14CaO · 5Al 2 O
The only one is a 3 -calcium silicate fired product.

一方、本発明者らは、前述した混和材自身が水硬性を
具備していることは早くから知見していたが、これを単
独でセメントとして用いたとき、長期強度が低下するた
めに(第2表、比較例1)、該混和材をそのまま汎用セ
メントとして採用できなかった。
On the other hand, the present inventors have known from an early stage that the above-mentioned admixture itself has hydraulic properties, but when this is used alone as cement, the long-term strength is reduced (second Table, Comparative Example 1), the admixture could not be directly used as a general-purpose cement.

[ニ.問題点を解決するための手段] そこで本発明者らは、CaO−Na2O−Al2O3系焼成物の具
備する水硬性を生かしつつ、土木建築用セメントとして
使用できる基礎素材としての新規な水硬性セメント組成
物について模索したところ、特定の組成からなる該焼成
物と、高炉スラグとを組合せたセメントが、長期強度の
低下もなく、また汎用セメントとして大量生産も可能で
あることを知見して以下に述べる水硬性セメント組成物
を完成させた。
[D. Means for Solving the Problems] Accordingly, the present inventors have developed a new material as a basic material that can be used as a cement for civil engineering and construction while taking advantage of the hydraulic property of a CaO—Na 2 O—Al 2 O 3 fired product. Exploring a new hydraulic cement composition, it was found that a cement obtained by combining the fired product having a specific composition with blast furnace slag has no long-term reduction in strength and can be mass-produced as a general-purpose cement. Thus, a hydraulic cement composition described below was completed.

すなわち本発明は、化合物表示したさい、CaOが20重
量%以上、Na2Oが2重量%以上及びAl2O3が30重量%以
上であるCaO−Na2O−Al2O3系焼成物と、高炉スラグとか
らなる水硬性セメント組成物を要旨とする。
That is, the present invention relates to compounds the indicated again, CaO is 20 wt% or more, Na 2 O is CaO-Na 2 O-Al 2 O 3 based sintered material is 2% or more by weight and Al 2 O 3 is 30 wt% or more And a blast furnace slag and a hydraulic cement composition.

以下、本発明を詳細に説明する。 Hereinafter, the present invention will be described in detail.

本発明で使用するCaO−Na2O−Al2O3系焼成物は、化合
物として表わしたときのCaO,Na2O及びAl2O3が規定量以
上含有されていることが望ましい。CaOが20重量%未満
では、初期及び長期強度の絶対値が低く汎用性セメント
としては十分でない。Na2Oが2重量%未満ではアルミナ
セメントに近い組成となり、40℃以上の高温環境下で転
移現象などにより強度低下をきたすので好ましくない
(第3表、比較例4)。Al2O3が30重量%未満では、Al2
O3が少な過ぎるために、CaOが遊離CaOとして、焼成物中
に存在し、硬化を遅くするだけでなく、消化して膨張亀
裂を生じるので好ましくない(第2表、比較例3)。
CaO-Na 2 O-Al 2 O 3 based sintered product for use in the present invention, it is desirable that the CaO, the Na 2 O and Al 2 O 3 is contained more than the specified amount of time, expressed as compound. If the content of CaO is less than 20% by weight, the absolute value of the initial and long-term strength is low, and is not sufficient as a general-purpose cement. If the content of Na 2 O is less than 2% by weight, the composition becomes close to that of alumina cement, and the strength is lowered by a transition phenomenon or the like in a high temperature environment of 40 ° C. or more, which is not preferable (Table 3, Comparative Example 4). The Al 2 O 3 is less than 30 wt%, Al 2
For O 3 is too small, the CaO is liberated CaO, present in the calcined product, not only slow down the cure, undesirable digested with resulting expansion cracking (Table 2, Comparative Example 3).

CaO−Na2O−Al2O3系焼成物の製法は、前述した特願昭
63−327720に記載した方法と同じであるが、その概略を
示すと、たとえば石灰石、生石灰などのCa源、Na2CO3
どのNa源及び、Al2O3、Al(OH)などのAl源(NaAlO2
のようなNa−Al共有源であってもよい)を用いて、各源
をCaO,Na2O,Al2O3にそれぞれ換算して、規定の化合物の
割合に混合した粉砕物を仮焼後、1500℃以上で焼成し、
急冷すれば、本発明で使用するCaO−Na2O−Al2O3系焼成
物が製造される。なお、ここで焼成物とは、いわゆる焼
成したものはもとより、粉砕物を溶融して得たものも含
まれる。
Preparation of CaO-Na 2 O-Al 2 O 3 based baked product, Japanese Patent Application No. Sho described above
The method is the same as that described in JP-A-63-327720, but the outline thereof is, for example, a Ca source such as limestone or quick lime, a Na source such as Na 2 CO 3, and an Al source such as Al 2 O 3 or Al (OH) 3 . Al source (NaAlO 2
Using a Na-Al shared source may be), such as, the respective source CaO, in terms respectively Na 2 O, Al 2 O 3 , calcined pulverized product was mixed with the ratio of the compounds defined After firing at 1500 ℃ or more,
If quenching, CaO-Na 2 O-Al 2 O 3 based sintered product for use in the present invention is produced. Here, the fired product includes not only what has been fired but also what has been obtained by melting a pulverized material.

上記組成物の構成物は、主に3CaO・2Na2O・5Al2O3
び/またはNa2O・Al2O3及び/またはガラス相である。
Construct of the composition is predominantly 3CaO · 2Na 2 O · 5Al 2 O 3 and / or Na 2 O · Al 2 O 3 and / or glass phases.

高炉スラグは、たとえば製鉄用高炉からの銑鉄の副産
物として産出する溶融物を、水、空気、水蒸気などで急
冷したガラス状物質が挙げられる。
The blast furnace slag is, for example, a glassy substance obtained by quenching a melt produced as a by-product of pig iron from a blast furnace for iron making with water, air, steam, or the like.

CaO−Na2O−Al2O3系焼成物と高炉スラグの割合は、特
に限定されるものではないが、好ましいのは前者が20〜
80重量%、後者が80〜20重量%である。
CaO-Na 2 O-Al 2 ratio of O 3 based sintered product and blast furnace slag, but are not particularly limited, preferred are the former 20
80% by weight, the latter being 80-20% by weight.

次に本発明の水硬性セメント組成物の製法を述べる。
該組成物は前記CaO−Na2O−Al2O3系焼成物と高炉スラグ
の混合物であり、その混合は常用混合機によって行な
う。もし、それらが粉塊物であるなら、個別に粉砕した
のち混合すればよく、あるいは両者を所定割合に配合
後、混合粉砕するようにしても、本発明の水硬性セメン
ト組成物が得られる。混合方法、粉砕方法は常法にした
がって行えばよい。
Next, a method for producing the hydraulic cement composition of the present invention will be described.
The composition is a mixture of said CaO-Na 2 O-Al 2 O 3 based sintered product and blast furnace slag, the mixing is performed by conventional mixers. If they are powdery agglomerates, they may be individually pulverized and then mixed, or they may be mixed and pulverized after blending both at a predetermined ratio to obtain the hydraulic cement composition of the present invention. The mixing method and the pulverizing method may be performed according to a conventional method.

以上のようにして得られる、水硬性セメント組成物及
び各構成材料とも、ブレーン比表面積で3000cm2/g以上
であるのが望ましい。
It is desirable that the hydraulic cement composition and the respective constituent materials obtained as described above have a Blaine specific surface area of 3000 cm 2 / g or more.

本発明の水硬性セメント組成物を用い、用途に応じた
モルタルまたはコンクリートを製造するにあたり、慣用
の遅延剤、減水剤、A圧剤、流動化剤、収縮低減剤、膨
張材等々の各種混和剤を適宜使用することはさしつかえ
ない。
Using the hydraulic cement composition of the present invention to produce mortar or concrete according to the application, various admixtures such as a conventional retarder, water reducing agent, A pressure agent, fluidizing agent, shrinkage reducing agent, expanding material, etc. May be used as appropriate.

[ホ.作用] 本発明で用いるCaO−Na2O−Al2O3系焼成物のみをセメ
ントとして用いた場合、なぜ長期強度が低下するかにつ
いては不明である。
[E. Action] It is not clear why the long-term strength is reduced when only the CaO—Na 2 O—Al 2 O 3 fired product used in the present invention is used as cement.

本発明の水硬性セメント組成物でつくった成形体を養
生後、40℃以上の高温環境下に曝露されても、強度低下
しないのは(第3表)、CaO−Na2O−Al2O3系焼成物の結
晶相及び/またはガラス相に組込まれたNa2Oが水和の進
行と共に徐々に放出され、Naイオンとなって高炉スラグ
を刺激し、水和反応を促進し、高温で安定なゲーレナイ
ト水和物の生成を助長するためと推量される。
After curing of the molded body made of the hydraulic cement composition of the present invention, even if it is exposed to a high temperature environment of 40 ° C. or higher, the strength does not decrease (Table 3), because CaO—Na 2 O—Al 2 O Na 2 O incorporated in the crystal phase and / or glass phase of the fired product of 3 series is gradually released with the progress of hydration, becomes Na ions, stimulates blast furnace slag, accelerates the hydration reaction, It is presumed to promote the production of stable gehlenite hydrate.

[ヘ.実施例] ○実施例1〜3、比較例1〜4 下記要領でつくられたCaO−Na2O−Al2O3系焼成物及び
高炉スラグを用いてセメント組成物を製造したのち、モ
ルタルの圧縮強度を測定した。
[F. Example] ○ Example 1-3, after preparing a cement composition using a CaO-Na 2 O-Al 2 O 3 based sintered product and blast furnace slag made in Comparative Examples 1 to 4 below procedure, the mortar The compressive strength was measured.

(CaO−Na2O−Al2O3系焼成物の製造) 炭酸カルシウム(奥多摩工業社製)、炭酸ナトリウム
(徳山曹達社製「ライトソーダ灰」)及びアルミナ(昭
和電工社製)を配合し、ボールミルで粉砕して得た混合
原料を、電気炉にて1000℃、1時間仮焼したのち、引き
続き1650℃、30分焼成した。焼成後、圧縮空気を吹きつ
けて急冷し、第1表に示す各種の焼成物を得た。
(CaO-Na preparation of 2 O-Al 2 O 3 based sintered product) of calcium carbonate (manufactured by Okutama Kogyo Co., Ltd.), sodium carbonate (Tokuyama Soda Co., Ltd. "light soda ash") and blended alumina (manufactured by Showa Denko K.K.) The mixed raw material obtained by pulverizing with a ball mill was calcined in an electric furnace at 1000 ° C. for 1 hour, and then calcined at 1650 ° C. for 30 minutes. After firing, compressed air was blown to rapidly cool to obtain various fired products shown in Table 1.

各焼成物をボールミルでブレーン比表面積5100±100c
m2/gに粉砕した。
Each baked product is subjected to a Blaine specific surface area of 5100 ± 100c with a ball mill
Milled to m 2 / g.

それら粉砕物の化合物及びX線回折による鉱物の測定
結果を同表に示す。
The results of the measurement of the compounds of these pulverized materials and the minerals by X-ray diffraction are shown in the same table.

(セメント組成物の製造と強度測定) 第1表に示す組成物(粉砕物)と高炉スラグ(第一セ
メント社製、「セラメント」、ブレーン(比表面積4200
cm2/g)とを、第2表に示す割合に配合し、混合してそ
れぞれのセメント組成物を得た。
(Manufacture of cement composition and measurement of strength) The composition (crushed product) shown in Table 1 and blast furnace slag (“Cerament” manufactured by Daiichi Cement Co., Ltd., Brain (specific surface area 4200)
cm 2 / g) were mixed in the proportions shown in Table 2 and mixed to obtain the respective cement compositions.

各セメント組成物500gに対し、砂1500g及び水250gを
加え、ミキサーで混練して、モルタル混練物をつくり、
4×4×16cmに成型したのち、20℃、相対湿度95%以上
の湿空中で、24時間養生後、脱型した。なお、前記砂は
相馬珪砂3号、同特4号及び豊浦標準砂を1:1:1(重量
比)に混合したものである。
For 500 g of each cement composition, add 1500 g of sand and 250 g of water, knead with a mixer to make a mortar kneaded material,
After being molded to 4 × 4 × 16 cm, it was cured in a moist air at 20 ° C. and a relative humidity of 95% or more for 24 hours, and then demolded. The sand is a mixture of Soma Silica Sand No. 3, No. 4 and Toyoura Standard Sand in a ratio of 1: 1: 1 (weight ratio).

得られた各成形体を、同条件の湿空中で引き続き第2
表に示す材令まで養生したのち、圧縮強度を測定した。
得られた結果を同表に併記した。
Each of the obtained compacts is continuously subjected to the second process in a humid air under the same conditions.
After curing to the age shown in the table, the compressive strength was measured.
The results obtained are shown in the same table.

○実施例4、比較例5 セメント組成物を用いたモルタルを、高温環境下に曝
露したときの強度の安定性を調べた。
Example 4, Comparative Example 5 The mortar using the cement composition was examined for stability in strength when exposed to a high-temperature environment.

第2表の実施例2及び比較例4のセメント組成物それ
ぞれを、前記と同様の手順で成形体を作製し、材令1
日、7日及び28日養生後、各材令の成形体を80℃、相対
湿度95%以上、6時間高温環境下に曝露したのち、圧縮
強度を測定した。得た結果を、曝露前の圧縮強度(第2
表)に対する割合(強度比)として百分率で第3表に示
した。
A molded article was prepared from each of the cement compositions of Example 2 and Comparative Example 4 in Table 2 in the same procedure as described above.
After curing on days 7, 7 and 28, the compacts of each age were exposed to a high temperature environment at 80 ° C. and a relative humidity of 95% or more for 6 hours, and then the compressive strength was measured. The results obtained were compared with the compressive strength before exposure (second
The results are shown in Table 3 as percentages (intensity ratios) to Tables).

[ト.発明の効果] 本発明は、特定のCaO−Na2O−Al2O3系焼成物と高炉ス
ラグからなる新規な水硬性セメント組成物に係り、従来
のCaO−Na2O−Al2O3系焼成物がポルトランドセメントの
主鉱物及び遅延剤を必須成分とするのとは著しく異な
り、汎用セメントとして開発されたものである。
[G. Effect of the Invention] The present invention relates to a novel hydraulic cement compositions comprising a specific CaO-Na 2 O-Al 2 O 3 based sintered product and blast furnace slag, conventional CaO-Na 2 O-Al 2 O 3 The fired product is significantly different from Portland cement in which the main mineral and retarder are essential components, and has been developed as a general-purpose cement.

本発明の水硬性セメント組成物は、長期材令における
強度低下はなく、また高温環境に曝露されても強度低下
現象も起こさないというにとどまらず、初期強度も大き
いという特徴を有する。
The hydraulic cement composition of the present invention is characterized in that the strength does not decrease in long-term aging, and the initial strength is high, not only that the strength does not decrease even when exposed to a high-temperature environment.

しかも、該焼成物の製造は容易であり、組合せる高炉
スラグも安価にして入手容易であるから、汎用セメント
として大量生産が可能であるという副次メリットの大き
い発明である。
In addition, since the fired product can be easily manufactured and the blast furnace slag to be combined is inexpensive and easily available, it is an invention having a great secondary advantage that it can be mass-produced as a general-purpose cement.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C04B 18:14) (C04B 28/08 22:06) (58)調査した分野(Int.Cl.6,DB名) C04B 28/06,28/08,18/14 C04B 22/06 ──────────────────────────────────────────────────続 き Continuation of the front page (51) Int.Cl. 6 identification symbol FI C04B 18:14) (C04B 28/08 22:06) (58) Investigated field (Int.Cl. 6 , DB name) C04B 28 / 06,28 / 08,18 / 14 C04B 22/06

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】CaO20重量%以上、Na2O2重量%以上及び、
Al2O330重量%以上であるCaO−Na2O−Al2O3系焼成物
と、高炉スラグとからなる水硬性セメント組成物。
(1) 20% by weight or more of CaO, 2 % by weight or more of Na 2 O, and
Al 2 O 3 is 30 wt% or more CaO-Na 2 O-Al 2 O 3 based sintered product and, hydraulic cement composition comprising a blast furnace slag.
JP17528190A 1990-07-04 1990-07-04 Hydraulic cement composition Expired - Fee Related JP2916486B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17528190A JP2916486B2 (en) 1990-07-04 1990-07-04 Hydraulic cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17528190A JP2916486B2 (en) 1990-07-04 1990-07-04 Hydraulic cement composition

Publications (2)

Publication Number Publication Date
JPH0465339A JPH0465339A (en) 1992-03-02
JP2916486B2 true JP2916486B2 (en) 1999-07-05

Family

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