JPH02243553A - Production of formed body using steel slag as binder - Google Patents

Production of formed body using steel slag as binder

Info

Publication number
JPH02243553A
JPH02243553A JP2955090A JP2955090A JPH02243553A JP H02243553 A JPH02243553 A JP H02243553A JP 2955090 A JP2955090 A JP 2955090A JP 2955090 A JP2955090 A JP 2955090A JP H02243553 A JPH02243553 A JP H02243553A
Authority
JP
Japan
Prior art keywords
steel slag
alkali metal
added
binder
metal hydroxide
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
JP2955090A
Other languages
Japanese (ja)
Other versions
JPH0437024B2 (en
Inventor
Hiroshi Isozaki
磯崎 啓
Koji Nakagawa
中川 晃次
Mitsuo Hasumi
蓮見 光雄
Kunio Yamada
邦夫 山田
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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
Priority claimed from JP17738380A external-priority patent/JPS57100968A/en
Application filed by Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP2955090A priority Critical patent/JPH02243553A/en
Publication of JPH02243553A publication Critical patent/JPH02243553A/en
Publication of JPH0437024B2 publication Critical patent/JPH0437024B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To produce a high-strength formed body using steel slag as a binder by adding specific amounts of an alkali metal hydroxide and alkali metal carbonate as an aqueous solution to specified fine steel slag powder and kneading a paste, etc., therewith. CONSTITUTION:An alkali metal hydroxide in an amount of 1-30wt.% and an alkali metal carbonate in an amount of 1-30wt.% are added to fine steel slag powder having 5,000-8,000cm<2>/g Blaine specific surface area and the resultant mixture is kneaded with a paste, mortar or concrete. In the process, at least the alkali metal hydroxide as an aqueous solution is added thereto. The resultant kneaded mixture is formed and then hardened. Thereby, the steel slag can be effectively utilized to afford high-strength formed body using the steel slag as a binder.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、鉄鋼スラグを結合材とする成形体の製法、さ
らに詳しくは、プレーン比表面積5000〜8000c
af/gの鉄鋼スラグ微粉末にアルカリ金属水酸化物を
水溶液として添加してペースト、モルタル又はコンクリ
ート (以下、これらを総称してコンクリート等という
)を混練し、その硬化体強度を増加させることを目的と
する鉄鋼スラグを結合材とする成形体の製法に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for producing a molded product using steel slag as a binder, more specifically,
af/g fine powder of steel slag as an aqueous solution and knead it into paste, mortar, or concrete (hereinafter collectively referred to as concrete, etc.) to increase the strength of the hardened product. The present invention relates to a method for manufacturing a molded body using steel slag as a binding material.

〔従来の技術及び発明の課題〕[Prior art and problems with the invention]

従来より、高炉スラグ又は転炉スラグなどの鉄鋼スラグ
は、産業副生物として多量に産出されているが、その用
途は、セメント製造原料とするか、高炉セメントや骨材
を製造する程度の用途しかなく、その有効利用がなされ
ないまま多くは埋立等に投棄されている。最近に至り、
鉄鋼スラグに石膏や生石灰などを添加し、それ自体の水
硬性を高めてセメントとすることが提案されているが、
その強度発現が十分でないので、鉄鋼スラグを結合材と
する成形体としては、まだ満足されるものは得られてい
ない。
Traditionally, steel slag such as blast furnace slag or converter slag has been produced in large quantities as an industrial by-product, but its uses are limited to being used as a raw material for cement production or for producing blast furnace cement and aggregate. Most of the waste is dumped in landfills without being put to effective use. Recently,
It has been proposed to add gypsum, quicklime, etc. to steel slag to increase its hydraulic properties and make it into cement.
Since its strength is not sufficiently developed, a satisfactory molded product using steel slag as a binder has not yet been obtained.

〔課題を解決するための手段〕[Means to solve the problem]

本発明者らは、この欠点を解決するには、プレーン比表
面積5000〜8000 cilgの鉄鋼スラグ微粉末
に少量のアルカリ金属水酸化物とアルカリ金属の炭酸塩
を添加してコンクリート等を混練し、その際に、少なく
ともアルカリ金属水酸化物は水溶液として添加すれば、
その混練物の硬化体強度が著しく増大することを見出し
、本発明を提案するに到ったものである。
In order to solve this drawback, the present inventors added a small amount of alkali metal hydroxide and alkali metal carbonate to fine steel slag powder with a plain specific surface area of 5,000 to 8,000 cilg, and kneaded it into concrete, etc. At that time, if at least the alkali metal hydroxide is added as an aqueous solution,
It was discovered that the strength of the cured product of the kneaded product was significantly increased, and the present invention was proposed.

すなわち、本発明法は、プレーン比表面積5000〜8
000cn!/ Hの鉄鋼スラグ微粉末に対し、1〜3
0重量%のアルカリ金属水酸化物と1〜30重量%のア
ルカリ金属の炭酸塩を添加して、コンクリート等を混練
する際に、少なくともアルカリ金属水酸化物は水溶液と
して添加し、その混練物を成形した後、硬化させること
を特徴とするものである。
That is, the method of the present invention has a plane specific surface area of 5000 to 8
000cn! /H steel slag fine powder, 1 to 3
When kneading concrete, etc. by adding 0% by weight of alkali metal hydroxide and 1 to 30% by weight of alkali metal carbonate, at least the alkali metal hydroxide is added as an aqueous solution, and the kneaded product is mixed. It is characterized by being cured after being molded.

以下、詳しく本発明法について説明する。The method of the present invention will be explained in detail below.

鉄鋼スラグは、製鉄又は製鋼の際の副生物であって、そ
の化学組成の一例を示せば、高炉スラグは、51023
2〜36%、八1□0312〜20%、CaO35〜4
3%、Mg[]00.5〜10%7102 0.1〜3
%であり、転炉スラグは、5i025〜20%、Al2
O30,3〜2%、FeO3〜25%、Fe2O,3〜
1 5%、Ca030〜55%、Mg01〜8%である
が、本発明法においても、このような化学組成を有する
鉄鋼スラグを原料とする。
Iron and steel slag is a by-product during iron and steel manufacturing, and to give an example of its chemical composition, blast furnace slag is 51023
2-36%, 81□0312-20%, CaO35-4
3%, Mg[]00.5~10%7102 0.1~3
%, converter slag is 5i025~20%, Al2
O30,3~2%, FeO3~25%, Fe2O,3~
15%, Ca030-55%, and Mg01-8%, and in the method of the present invention, steel slag having such a chemical composition is used as a raw material.

通常、鉄鋼スラグは、粒径数mm〜数十mmの粒状物と
して人手しうるが、使用に際しては微粉末に粉砕するこ
とが肝要である。その際に、ジエチレングリコール、ト
リエタノールアミンなどの粉砕助剤、さらにはセメント
の分散剤として使用されている、例えば、リグニンスル
ホン酸塩、β−ナフタレンスルホン酸ホルマリン縮合物
塩、スルホン化メラミンなど、具体的には、いずれも商
品名であるが、「ホゾリス」 (旧習マスターとルダー
ズ■製)  「マイティ」 (花王石鹸■製)  「メ
ルメント」(昭和電工■製)などと併用して粉砕すれば
、さらに強度増進するので好ましい粉砕方法である。そ
の粉末度としては、それが大きくなる程強度増加するが
、材令1日の圧縮強度は、ズレーン比表面積で3、00
0 crl/ g以上になると著しく増大するが、本発
明においては、成形体の圧縮強度及び鉄鋼スラグの粉砕
装置、粉砕時間等の観点から5、000〜8.000 
cd/ gの範囲内のプレーン比のものを用いるもので
ある。
Normally, iron and steel slag can be manually processed as granules with a particle size of several mm to several tens of mm, but it is important to grind it into a fine powder before use. In this case, grinding aids such as diethylene glycol and triethanolamine, as well as concrete materials used as cement dispersants, such as lignin sulfonate, β-naphthalene sulfonic acid formalin condensate salt, and sulfonated melamine, are used. Basically, all of them are product names, but if you crush them together with "Hozolith" (manufactured by Old Master and Ruders), "Mighty" (manufactured by Kao Soap), and "Melment" (manufactured by Showa Denko), etc. This is a preferred pulverization method because it further increases the strength. As for its fineness, the strength increases as it increases, but the compressive strength at one day of age is 3,000 in dulane specific surface area.
When it exceeds 0 crl/g, it increases significantly, but in the present invention, from the viewpoint of the compressive strength of the compact, the iron and steel slag crushing device, the crushing time, etc., it is 5,000 to 8,000
A plane ratio within the range of cd/g is used.

本発明法においては、鉄綱スラグの活性化を一段と高め
て高強度を発現させるために、アルカリ金属水酸化物と
アルカリ金属の炭酸塩を添加する。その添加割合は、鉄
鋼スラグに対してアルカリ金属水酸化物は1〜30重量
%であり、1重量%未満では強度増進効果は小さく、ま
た、30重量%をこえて添加する利点はあまりなく、か
えって、アルカリが強くなって実用的でなくなる。好ま
しい添加量は5〜15重量%である。
In the method of the present invention, an alkali metal hydroxide and an alkali metal carbonate are added in order to further increase the activation of the steel slag and develop high strength. The addition ratio of the alkali metal hydroxide to the steel slag is 1 to 30% by weight; if it is less than 1% by weight, the strength enhancement effect is small, and if it is added in excess of 30% by weight, there is not much advantage. On the contrary, the alkali becomes strong and becomes impractical. The preferred amount added is 5 to 15% by weight.

アルカリ金属水酸化物の具体例としては、水酸化ナトリ
ウム、水酸化カリウム、水酸化リチウムなどがあげられ
、これらの物質のなかにあっては、その強度増進作用に
はほとんど差はないが、入手の容易性から水酸化ナトリ
ウムが最も好ましいものである。
Specific examples of alkali metal hydroxides include sodium hydroxide, potassium hydroxide, and lithium hydroxide. Among these substances, there is almost no difference in their strength-enhancing effects, but they are difficult to obtain. Sodium hydroxide is the most preferred because of its ease of use.

又、アルカリ金属の炭酸塩の添加割合は、鉄鋼スラグに
対して1〜30重量%、好ましくは2〜10重量%であ
り、1重量%よりも少ない添加量では長期強度の増進効
果はなく、また、30重量%をこえて添加する強度発現
上の利点はない。アルカリ金属の炭酸塩の具体例として
は、カリウム、ナトリウム、リチウムなどの炭酸塩があ
げられるが、なかでも炭酸ナトリウムは強度発現が最も
よい。これらは必ずしも水溶液として添加する必要はな
い。
Further, the addition ratio of the alkali metal carbonate is 1 to 30% by weight, preferably 2 to 10% by weight based on the steel slag, and if the addition amount is less than 1% by weight, there is no effect of improving long-term strength. Further, there is no advantage in terms of strength development when adding more than 30% by weight. Specific examples of carbonates of alkali metals include carbonates of potassium, sodium, lithium, etc. Among them, sodium carbonate has the best strength development. These do not necessarily need to be added as an aqueous solution.

本発明においては、このアルカリ金属水酸化物の添加法
が特に重要であって、強度発現に大きな影響を与える。
In the present invention, the method of adding the alkali metal hydroxide is particularly important and has a great influence on strength development.

例えば、鉄鋼スラグにあらかじめ配合した場合、あるい
はコンクリート等の混練時に粉末状として添加した場合
に比較して、混練時の使用水に溶解して添加した場合は
、約2開栓度強度増加するので、アルカリ金属水酸化物
は水溶液として添加することが好ましく、望ましくは、
使用水に全量溶解して添加する。
For example, compared to adding it in advance to steel slag or adding it in powder form during mixing of concrete, etc., when added dissolved in the water used during mixing, the openness strength increases by approximately 2. , the alkali metal hydroxide is preferably added as an aqueous solution, and desirably,
Dissolve the entire amount in the water used and add.

このように、アルカリ金属水酸化物とアルカリ金属の炭
酸塩の添加された混練物は、硬化することによって、著
しく高強度を発現するようになり、とくに材令1日程度
の初期強度は著しく増大し、長期強度もさらに高まる。
In this way, the kneaded material to which alkali metal hydroxide and alkali metal carbonate are added develops significantly high strength by curing, and in particular, the initial strength at about one day of age increases significantly. The long-term strength will also increase.

以上説明したような材料を使用し、必要に応じて砂、砂
利、補強繊維などを配合してコンクリート等を混練する
が、その際に、ポルトランドセメントの添加剤として使
用されている、例えば、硬化促進剤、凝結遅延剤、起泡
剤、膨張材などを添加すれば、それ相応の効果を発現す
る。
The materials described above are used and mixed with sand, gravel, reinforcing fibers, etc. as necessary to mix concrete, etc. At that time, hardening materials, such as those used as additives for Portland cement, are mixed. Addition of accelerators, setting retarders, foaming agents, expansion agents, etc. will produce corresponding effects.

コンクリート等の混練物を成形した後の養生は、通常の
ポルトランドセメントを結合材とする成形体の養生法と
同一でよく、屋外放置、加熱等による促進養生、高温高
圧養生等その製品によって適宜選択される。
Curing after forming a mixed material such as concrete can be the same as the curing method for a molded object using ordinary Portland cement as a binder, and can be selected as appropriate depending on the product, such as leaving it outdoors, accelerated curing by heating, etc., or high-temperature and high-pressure curing. be done.

本発明は、例えば、パイル、ボール、パイプ、U字溝、
ボックスカルバート、テトラボッド、ブロック、石綿ス
レート、軽量体、繊維補強体などのポルトランドセメン
トと同様な成形体の製造に適用される。
The present invention includes, for example, piles, balls, pipes, U-shaped grooves,
It is applied to the production of molded bodies similar to Portland cement, such as box culverts, tetrabods, blocks, asbestos slates, lightweight bodies, and fiber reinforced bodies.

以上詳しく説明した通り、本発明は、鉄鋼スラグを結合
材とする成形体を製造するにあたり、特定量のアルカリ
金属水酸化物とアルカリ金属の炭酸塩をコンクリート等
の混練時に、特に少なくともアルカリ金属水酸化物は水
溶液として添加してコンクリート等を混練し、これを硬
化させるものであって、本発明によれば、鉄鋼スラグそ
れ自体でポルトランドセメントと同程度の強度発現する
成形体の製造が可能となった点で画期的なものであり、
あわせて、産業副生物を有効利用できるという副次的な
効果を発揮するものである。
As explained in detail above, in producing a molded product using steel slag as a binder, the present invention provides a process in which specific amounts of alkali metal hydroxide and alkali metal carbonate are mixed into concrete or the like, and in particular, at least alkali metal water The oxide is added as an aqueous solution to mix concrete, etc., and harden it.According to the present invention, it is possible to manufacture a molded product with the same strength as Portland cement using steel slag itself. It is revolutionary in that it has become
In addition, it has the secondary effect of making it possible to effectively utilize industrial by-products.

以下、実施例をあげてさらに詳しく説明する。Hereinafter, the present invention will be explained in more detail with reference to examples.

実施例1 表−1に示した化学組成を有するプレーン比表面積5.
070 cm2/gの高炉水砕スラグ100重量部に対
し、10重量部の水酸化す) IJウムと炭酸ナトリウ
ムを添加してペーストを混練するが、その際、水酸化ナ
トリウムを使用水に全量溶解して添加した場合、ならび
に高炉水砕スラグ粉末にあらかじめ固形状として添加し
た場合について、W/C30%のペーストを混練し、こ
れを2X 2 X 8 cmの型枠に流し込んでペース
ト供試体を作製した。これを、20℃80%のRoHの
室内で28日間養生したものと、60℃で6時間蒸気養
生後1日材令の圧縮強度を測定した。その結果を表−2
に示す。
Example 1 Plane specific surface area having the chemical composition shown in Table 15.
To 100 parts by weight of 0.70 cm2/g granulated blast furnace slag, 10 parts by weight of hydroxide (IJium) and sodium carbonate are added and a paste is kneaded, but at this time, the entire amount of sodium hydroxide is dissolved in the water used. For the case where it is added as a powder and the case where it is added in solid form to granulated blast furnace slag powder in advance, a paste with a W/C of 30% is kneaded and poured into a 2 x 2 x 8 cm mold to prepare a paste specimen. did. The compressive strength of this material was measured after it was cured for 28 days in a room with 80% RoH at 20.degree. C. and at 1 day after being steam-cured at 60.degree. C. for 6 hours. Table 2 shows the results.
Shown below.

表−1 実施例2 水酸化ナトリウムと炭酸ナトリウムの夫々の添加割合の
相違による影響を調べるため実施例1で用いた高炉水滓
スラグ100重量部に対し表−3に示す割合の添加剤を
添加し、実施例1と同様にして2 X 2 X 8 c
mの供試体を作成し、20℃80%のR9Hの室内で2
8日間養生し圧縮強度を測定した(試験Nα5〜Nα1
4) また、プレーン比表面積6,600(試験Nα1
5)a、ooo  <試験Nα16)の高炉水滓スラグ
及び比較のため4.070 (試験N1117)   
8,900(試験Nal 8)のものを用いて同様に試
験した。その結果を表−3に示す。
Table 1 Example 2 Additives in the proportions shown in Table 3 were added to 100 parts by weight of blast furnace water slag used in Example 1 in order to investigate the effect of different addition ratios of sodium hydroxide and sodium carbonate. Then, in the same manner as in Example 1, 2 X 2 X 8 c
A specimen of m was prepared and heated in a room with
After curing for 8 days, the compressive strength was measured (tests Nα5 to Nα1
4) Also, plane specific surface area 6,600 (test Nα1
5) a, ooo<Test Nα16) blast furnace water slag slag and for comparison 4.070 (Test N1117)
8,900 (test Nal 8) was used for the same test. The results are shown in Table-3.

試験N(L5,9.  I 7. 18(H#cある。Test N (L5, 9. I 7. 18 (H#c exists.

* 水酸化ナトリウムの代りに炭酸す)IJウムを固体
状で添加表3の結果から水酸化ナトリウムを水溶液の形
で添加することにより、優れた効果を奏することが、ま
た試験Nα6と17との対比からプレーン比表面積5.
000以上のものがそれ以下のものより効果があること
が、また、試験N(116と18の対比からプレーン比
8.000以上のものは粉砕量に比しより以上の効果の
ないことがわかる。
* Addition of IJium (carbonate) in solid form instead of sodium hydroxide The results in Table 3 show that adding sodium hydroxide in the form of an aqueous solution produces excellent effects, and in Tests Nα6 and 17. Plain specific surface area from comparison 5.
It can be seen that those with a plain ratio of more than 8.000 are more effective than those with less than that, and from the comparison of Test N (116 and 18), those with a plain ratio of more than 8.000 are not more effective compared to the amount of grinding. .

特許出願人  電気化学工業株式会社Patent applicant: Denki Kagaku Kogyo Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] プレーン比表面積5000〜8000cm^2/gの鉄
鋼スラグ微粉末に対し、1〜30重量%のアルカリ金属
水酸化物と1〜30重量%のアルカリ金属の炭酸塩を添
加してペースト、モルタル又はコンクリートを混練する
際に、少なくともアルカリ金属水酸化物は水溶液として
添加し、その混練物を成形した後、硬化させることを特
徴とする鉄鋼スラグを結合材とする成形体の製法。
1 to 30% by weight of alkali metal hydroxide and 1 to 30% by weight of alkali metal carbonate are added to fine steel slag powder with a plain specific surface area of 5000 to 8000cm^2/g to form paste, mortar or concrete. A method for producing a molded body using steel slag as a binder, characterized in that at least an alkali metal hydroxide is added as an aqueous solution when kneading, and the kneaded product is molded and then hardened.
JP2955090A 1980-12-16 1990-02-13 Production of formed body using steel slag as binder Granted JPH02243553A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2955090A JPH02243553A (en) 1980-12-16 1990-02-13 Production of formed body using steel slag as binder

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP17738380A JPS57100968A (en) 1980-12-16 1980-12-16 Manufacture of formed body using steel slag as bonding material
JP2955090A JPH02243553A (en) 1980-12-16 1990-02-13 Production of formed body using steel slag as binder

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP17738380A Division JPS57100968A (en) 1980-12-16 1980-12-16 Manufacture of formed body using steel slag as bonding material

Publications (2)

Publication Number Publication Date
JPH02243553A true JPH02243553A (en) 1990-09-27
JPH0437024B2 JPH0437024B2 (en) 1992-06-18

Family

ID=26367761

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2955090A Granted JPH02243553A (en) 1980-12-16 1990-02-13 Production of formed body using steel slag as binder

Country Status (1)

Country Link
JP (1) JPH02243553A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001261387A (en) * 2000-03-24 2001-09-26 Kawasaki Steel Corp Solidification method of steelmaking slag

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55162456A (en) * 1979-05-31 1980-12-17 Flowcon Oy Slurry mortar and manufacture of bonding agent for use in concrete
JPS57100968A (en) * 1980-12-16 1982-06-23 Denki Kagaku Kogyo Kk Manufacture of formed body using steel slag as bonding material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55162456A (en) * 1979-05-31 1980-12-17 Flowcon Oy Slurry mortar and manufacture of bonding agent for use in concrete
JPS57100968A (en) * 1980-12-16 1982-06-23 Denki Kagaku Kogyo Kk Manufacture of formed body using steel slag as bonding material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001261387A (en) * 2000-03-24 2001-09-26 Kawasaki Steel Corp Solidification method of steelmaking slag

Also Published As

Publication number Publication date
JPH0437024B2 (en) 1992-06-18

Similar Documents

Publication Publication Date Title
CN101160268B (en) Ultrahigh-strength fiber-reinforced cement composition, ultrahigh-strength fiber-reinforced mortar or concrete, and ultrahigh-strength cement admixture
KR101705242B1 (en) Ultra-high performance fiber-reinforced concrete for improving construct ability, and manufacturing method for the same
Bazaldúa-Medellín et al. Early and late hydration of supersulphated cements of blast furnace slag with fluorgypsum
JPH11209159A (en) Cement concrete product and method for producing the same
KR101701673B1 (en) Binder compositions for concrete, concrete compositions comprising the same, and concrete structure manufactured by the same
JP6662046B2 (en) Method for producing solidified body containing mud
JP2003002726A (en) Method for producing concrete-like solidified body using steelmaking slag
JP7195962B2 (en) Construction method of tunnel lining concrete
JP2012233331A (en) Binder for pavement material, pavement material, and application method of the pavement material
JP6292257B2 (en) Hydrated solidified product using desulfurized slag
JPH11221821A (en) Concrete production method
WO2007097435A1 (en) Hardened concrete structure and concrete composition
KR100878665B1 (en) Cement manufacturing method for solidifying hazardous waste using waste concrete and cement manufactured therefrom
JP6292409B2 (en) Method for producing hydrated solid body
EP4324806A1 (en) Method of producing concrete-like material from waste materials
JP2013100190A (en) Method for producing concrete composition
JPH0116785B2 (en)
JP7081939B2 (en) concrete
JP2001294460A (en) Ultra-high-strength type expander for concrete and method for producing concrete product using the same
JP5165436B2 (en) Concrete composition and hardened concrete
KR20190046456A (en) Method for constructing mass concrete of architecture having improved chracteristics using two types of concrete composition mixture
JPH0131466B2 (en)
JP2018002545A (en) Premixed mortar and method for producing the same
KR0118631B1 (en) High Strength Hardener Composition
JP5843441B2 (en) Hardening accelerator and cement composition using the same