JP2618366B2 - Method for producing hydraulically cured product - Google Patents

Method for producing hydraulically cured product

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Publication number
JP2618366B2
JP2618366B2 JP26875789A JP26875789A JP2618366B2 JP 2618366 B2 JP2618366 B2 JP 2618366B2 JP 26875789 A JP26875789 A JP 26875789A JP 26875789 A JP26875789 A JP 26875789A JP 2618366 B2 JP2618366 B2 JP 2618366B2
Authority
JP
Japan
Prior art keywords
powder
cement
water
specific surface
silica fume
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
JP26875789A
Other languages
Japanese (ja)
Other versions
JPH03131556A (en
Inventor
浩己 藤原
敏嗣 田中
Original Assignee
日本セメント株式会社
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Filing date
Publication date
Application filed by 日本セメント株式会社 filed Critical 日本セメント株式会社
Priority to JP26875789A priority Critical patent/JP2618366B2/en
Publication of JPH03131556A publication Critical patent/JPH03131556A/en
Application granted granted Critical
Publication of JP2618366B2 publication Critical patent/JP2618366B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • C04B28/04Portland cements
    • 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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/0076Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials characterised by the grain distribution
    • C04B20/008Micro- or nanosized fillers, e.g. micronised fillers with particle size smaller than that of the hydraulic binder
    • 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

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

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は水硬性硬化体の製造方法に関し、詳しくは機
械的強度が要求され、しかも複雑な形状を有する部材に
適用される他、高強度で、かつ高流動性が要求されるコ
ンクリートの製造に適用される水硬性硬化体の製造方法
に関するものである。
Description: TECHNICAL FIELD The present invention relates to a method for producing a hydraulically cured product, and more particularly, to a method for applying mechanical strength to a member having a complicated shape, and a method for producing a high-strength material. The present invention relates to a method for producing a hydraulically hardened body applicable to the production of concrete requiring high fluidity.

〔従来の技術〕[Conventional technology]

高強度のモルタルやコンクリートを得るために、セメ
ントにシリカフュームを混和することは従来より行なわ
れている技術である。しかしシリカフュームは非常に大
きな比表面積を有する超微粉体であるため、混練の際に
は比較的多量の水を必要とし、その結果、十分な高強度
化が達成されなかった。
Mixing silica fume with cement to obtain high-strength mortar or concrete is a conventional technique. However, since silica fume is an ultrafine powder having a very large specific surface area, a relatively large amount of water is required for kneading, and as a result, a sufficiently high strength has not been achieved.

近年、シリカフュームを混和したセメントに高性能減
水剤を多量に添加し、比較的長時間混練することで非常
に少ない水量でペーストを混練する技術が開発され、高
強度のペースト硬化体が得られている(例えば特公昭60
−59182号公報明細書)。
In recent years, a technique has been developed in which a large amount of a high-performance water reducing agent is added to cement mixed with silica fume and kneading is performed for a relatively long time to knead the paste with a very small amount of water. (For example,
-59182 specification).

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

しかし、この方法で得られたペーストも降伏値の高い
流動性の悪いものとなり、コンクリートとして用いた場
合にもスランプの小さな作業性の悪いものとなるため実
用化された例は少ない。一方、従来実用化されているシ
リカフュームを混和したコンクリートは、水結合比が25
%以上で、単位推量も130kg/cm3以上と、多量の水を用
いており、十分な強度向上効果が得られなかった。
However, the paste obtained by this method also has a high yield value and poor fluidity, and when used as concrete, has a small slump and poor workability. On the other hand, the concrete containing silica fume which has been practically used conventionally has a water binding ratio of 25%.
%, The unit guess was 130 kg / cm 3 or more, and a large amount of water was used, and a sufficient strength improving effect was not obtained.

〔問題点を解決するための手段〕[Means for solving the problem]

この問題を解決するために鋭意研究した結果、セメン
トシリカフュームを混和した粉体に両者に中間的粒度を
持つ粉体をさらに混和することにより、特定の配合比で
はペーストの流動性が著しく向上し、コンクリートとし
て用いた場合にもスランプの大きな作業性の良好なもの
が得られることを見出し、本発明に至った。
As a result of intensive research to solve this problem, by mixing powder having an intermediate particle size with powder mixed with cement silica fume, the fluidity of the paste is significantly improved at a specific compounding ratio, The present inventors have found that even when used as concrete, a slump having good workability can be obtained.

すなわち、本発明は、比表面積2000〜4000cm2/gのセ
メントAと比表面積100000〜300000cm2/gのシリカフュ
ームBと両者の中間的な比表面積6000〜30000cm2/gの粉
体Cを用いて、粉体Aが30〜80重量%、粉体Bが5〜20
重量%、粉体Cが10〜50重量%の範囲の組成を持つ混合
粉体に、混合粉体重量の2.5〜4%の高性能減水剤及び1
3〜20%の水を添加して混練し、硬化せしめることを特
徴とする水硬性硬化体の製造方法である。
That is, the present invention uses a powder C having a specific surface area of 2000~4000cm 2 / g of cement A and a specific surface area 100000~300000cm 2 / g of silica fume B and both intermediate specific surface 6000~30000cm 2 / g 30% to 80% by weight of powder A and 5 to 20% of powder B
% By weight, powder C having a composition in the range of 10 to 50% by weight, a high-performance water reducing agent of 2.5 to 4% by weight of the mixed powder and 1
This is a method for producing a hydraulically hardened body, characterized by adding 3 to 20% of water, kneading and curing.

(A)セメント 本発明のセメントAはその比表面積が2000〜4000cm2/
gのものである。通常のJIS規格によるポルトランドセメ
ントはこの範囲の比表面積を有する。
(A) Cement Cement A of the present invention has a specific surface area of 2000 to 4000 cm 2 /
g. Portland cement according to ordinary JIS standards has a specific surface area in this range.

本発明でいうセメントAには、このようなポルトラン
ドセメントの他に、アルミナセメント、シリカセメン
ト、フライアッシュセメント、高炉セメント等の各種セ
メントでポルトランドセメントと同様に用いられるセメ
ント類も含まれる。
The cement A referred to in the present invention includes, in addition to such Portland cement, cements used in the same manner as Portland cement in various cements such as alumina cement, silica cement, fly ash cement, blast furnace cement and the like.

(B)シリカフュームB 本発明で用いられるシリカフュームBは、フェロシリ
コン製造時に副生するSiO2の非晶質超微粒子で、ポゾラ
ン反応性を有する、1μm以下の粒径のものが大部分
で、その比表面積が100000〜300000cm2/gの範囲のもの
である。
(B) Silica Fume B Silica fume B used in the present invention is amorphous ultrafine particles of SiO 2 which are by-produced during ferrosilicon production, and most of them have a pozzolanic reactivity and a particle diameter of 1 μm or less. The specific surface area is in the range of 100,000 to 300,000 cm 2 / g.

(C)粉体C 本発明で、セメントAとシリカフュームBとの中間的
な粒度を有する粉体C(中間粒度粉体)は、その比表面
積が6000〜30000cm2/gの範囲にある粉体で、その材質は
特に規定されないが、例えば、高炉スラグ、珪石、珪藻
土、石灰石、フライアッシュなどであり、これらをを適
当な粉砕機で粉砕し後、エアセパレーターで分級して得
られる。
(C) Powder C In the present invention, the powder C (intermediate particle size powder) having an intermediate particle size between the cement A and the silica fume B is a powder having a specific surface area in the range of 6,000 to 30,000 cm 2 / g. The material is not particularly limited, but examples thereof include blast furnace slag, silica stone, diatomaceous earth, limestone, fly ash, and the like, which are obtained by pulverizing these with an appropriate pulverizer and then classifying them with an air separator.

(D)高性能減水剤 高性能減水剤は、水セメント比を大幅に低下させて高
強度コンクリートを得るために用いられる界面活性剤
で、硬練りコンクリートの流動化剤としても用いられ
る、セメント混和剤であって、例えばナフタレンスルホ
ン酸ホルムアルデヒド縮合物塩、ナフタレンスルホン酸
変性リグニン縮合物、高縮合トリアジン系化合物、スル
ホン化メラミン縮合物等があり、これらは各種の商品名
で高性能減水剤として市販されている。
(D) High-performance water reducer A high-performance water reducer is a surfactant used to obtain a high-strength concrete by drastically lowering the water-cement ratio, and is also used as a fluidizer for hardened concrete. Agents, for example, naphthalenesulfonic acid formaldehyde condensate salt, naphthalenesulfonic acid-modified lignin condensate, highly condensed triazine-based compound, sulfonated melamine condensate, etc., and these are commercially available as high performance water reducing agents under various trade names Have been.

混合比 本発明の水硬性硬化体の製造においては、各粉体成分
の比表面積の範囲とともに、その配合比が重要である。
すなわち、 粉体A:30〜80重量%、 粉体B:5〜20重量%、 粉体C:10〜50重量% の範囲の組成を持つ混合粉体が用いられる。
Mixing Ratio In the production of the hydraulically cured product of the present invention, the mixing ratio is important together with the range of the specific surface area of each powder component.
That is, a mixed powder having a composition of powder A: 30 to 80% by weight, powder B: 5 to 20% by weight, and powder C: 10 to 50% by weight is used.

また、高性能減水剤は粉体の十分な分散のため必ず必
要となり、その添加率は2.5〜4%であることが適切で
ある。2.5%未満では十分な分散効果は得られず、また
4%を超える添加は、それ以上の減水効果が得られず経
済的に無意味となる。
Further, a high-performance water reducing agent is indispensable for sufficient dispersion of the powder, and its addition ratio is suitably 2.5 to 4%. If it is less than 2.5%, a sufficient dispersing effect cannot be obtained, and if it exceeds 4%, no further water reducing effect can be obtained, and it is economically meaningless.

添加する水量は粉体重量に対して13〜20%であること
が適切で、それ以下では混練が不可能であり、以上では
強度が低下する。
It is appropriate that the amount of water to be added is 13 to 20% based on the weight of the powder. If the amount is less than the above range, kneading is not possible.

〔作用〕[Action]

従来法、特に特願昭60−59182号公報明細書に記載さ
れた方法では、セメントの粒子間をセメント粒子の数百
分の一の粒径を有するシリカヒュームと水とで充填し、
流動させるものであるが、シリカフューム粒子間を埋め
るために流動成分たる水が使われるため、少ない水量で
はペーストの流動性が悪くなる。
In the conventional method, particularly in the method described in Japanese Patent Application No. 60-59182, the space between cement particles is filled with silica fume having a particle diameter of several hundredths of cement particles and water,
The paste is made to flow, but since water as a fluid component is used to fill in the space between the silica fume particles, the flowability of the paste becomes poor with a small amount of water.

本発明の方法は、セメント粒子よりも小さい粒子でセ
メントの粒子間を充填し、その間隙をシリカフュームと
水で埋めようとするものである。
The method of the present invention is intended to fill the spaces between cement particles with particles smaller than the cement particles and to fill the gaps with silica fume and water.

この方法によると、前記のペーストと同じ水量とする
ならば、本発明によるペーストの流動性は向上し、ま
た、前記ペーストと同じ流動性とするならば、より少な
い水量で混練が可能となり、効果体の強度は向上する。
According to this method, if the amount of water is the same as that of the paste, the fluidity of the paste according to the present invention is improved, and if the amount of water is the same as that of the paste, kneading is possible with a smaller amount of water. Body strength is improved.

〔実施例〕〔Example〕

以下、本発明を実施例により説明するが、これらは本
発明を限定するものではない。
Hereinafter, the present invention will be described with reference to examples, but these do not limit the present invention.

実施例1〜3、比較例1〜5 普通ポルトランドセメント(日本セメント(株)製、
比表面積3300cm2/g)、シリカフューム(エルケム社
製、比表面積200000cm2/g)及び第1表に示す比表面積
をもつ硅石微粉を同表に併記した混和率で混和し、高性
能減水剤((株)花王製、マイティ150、ナフタレンス
ルホン酸ホルムアルデヒド高縮合物塩)を粉体重量に対
して3%、水を16%添加し、オムニミキサーで5分間混
練して得られたフレッシュペーストのフロー値と、5cm
φ×10cmに成形した後、20℃で1週間水中養生した供試
体の圧縮強度の試験結果を第1表に示す。
Examples 1-3, Comparative Examples 1-5 Ordinary Portland cement (manufactured by Nippon Cement Co., Ltd.
Specific surface area of 3300 cm 2 / g), silica fume (manufactured by Elchem, specific surface area of 200,000 cm 2 / g) and silica fine powder having the specific surface area shown in Table 1 are mixed at the mixing ratio shown in the table, and a high performance water reducing agent ( The flow of a fresh paste obtained by adding 3% to the powder weight and 16% of water with Mighty 150, naphthalenesulfonic acid formaldehyde high-condensation product manufactured by Kao Corporation, and kneading with an omni mixer for 5 minutes. Value and 5cm
Table 1 shows the test results of the compressive strength of the test specimens which were formed into a φ × 10 cm and cured in water at 20 ° C. for one week.

実施例4〜6及び比較例6〜10 普通ポルトランドセメント(日本セメント(株)製、
比表面積3300cm2/g)、シリカフューム(エルケム社
製、比表面積200000cm2/g)及び第1表に示す比表面積
をもつ珪石微粉を同表に併記した単位量で混和し、高性
能減水剤((株)花王製、マイティ150)を粉体重量に
対して3%、水を17%添加し、オムニミキサーで5分間
混練し得られたフレッシュペーストに、富士川産の川砂
をフレッシュペーストの容積と同容積投入し、更に1分
間混練して得られたモルタルのフロー値と、5cmφ×10c
mに成形した後、20℃で1週間水中養生した供試体の圧
縮強度の試験結果を第2表に示す。
Examples 4-6 and Comparative Examples 6-10 Ordinary Portland cement (manufactured by Nippon Cement Co., Ltd.
Specific surface area of 3300 cm 2 / g), silica fume (manufactured by Elchem, specific surface area of 200,000 cm 2 / g) and silica fine powder having the specific surface area shown in Table 1 are mixed together in the unit amount shown in the table, and a high performance water reducing agent ( 3% of the powder weight and 17% of water were added to the powder paste, and the mixture was kneaded for 5 minutes with an omni mixer. Charge the same volume, knead for 1 minute and obtain the mortar flow value, 5cmφ × 10c
Table 2 shows the test results of the compressive strength of the test pieces which were molded in m and cured in water at 20 ° C. for one week.

実施例7〜9及び比較例11〜15 普通ポルトランドセメント(日本セメント(株)製、
比表面積3300cm2/g)、シリカフューム(エルケム社
製、比表面積200000cm2/g)及び第3表に示す比表面積
をもつ高炉スラグ粉末を同表に併記した単位量で混和
し、高性能減水剤(花王(株)製、マイティ150)を粉
体重量に対して3%、水を17%添加し、オムニミキサー
で5分間混練し得られたフレッシュペーストに、第3表
に示す単位量の粗骨材(青梅産砕石)及び細骨材を投入
し、得られたフレッシュコンクリートのスランプを測定
後、10cmφ×20cmに成形し、20℃で28日間水中養生した
供試体の圧縮強度の測定結果を第3表に示す。
Examples 7-9 and Comparative Examples 11-15 Ordinary Portland cement (manufactured by Nippon Cement Co., Ltd.
Blast furnace slag powder having a specific surface area of 3300 cm 2 / g), silica fume (manufactured by Elchem, specific surface area of 200,000 cm 2 / g), and a specific surface area shown in Table 3 are mixed in the unit amount shown in the table, and a high performance water reducing agent (Kao Co., Ltd., Mighty 150) was added to a fresh paste obtained by adding 3% to the powder weight and 17% of water and kneading with an omni mixer for 5 minutes to obtain a crude paste having a unit amount shown in Table 3 Aggregate (crushed stone from Ome) and fine aggregate were charged, and the slump of the obtained fresh concrete was measured. Then, it was molded into 10cmφ × 20cm and cured at 20 ° C for 28 days in water. It is shown in Table 3.

〔発明の効果〕 本発明の方法では、セメント粒子よりも小さくシリカ
フュームよりは大きい中間粒度の粒子でセメントの粒子
間を充填し、その間隙をシリカフュームと水で埋めるよ
うにしたので、ペーストの流動性が向上し、コンクリー
トとした場合のスランプ値が増大し、コンクリート打設
の際の取扱が極めて容易になる。また、シリカフューム
より大きい粒子が充填されるので、高価なシリカフュー
ムの量を低減する効果があり、かつ、シリカフュームの
みの場合より少ない水量での混練が可能となり、硬化体
の強度は向上する。
[Effects of the Invention] In the method of the present invention, the space between cement particles is filled with particles of intermediate particle size smaller than cement particles and larger than silica fume, and the gaps are filled with silica fume and water. And the slump value in the case of concrete increases, and handling during concrete placement becomes extremely easy. Further, since particles larger than silica fume are filled, the effect of reducing the amount of expensive silica fume can be obtained, and kneading can be performed with a smaller amount of water than in the case of using silica fume alone, and the strength of the cured product is improved.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C04B 18:14 14:02) ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code Agency reference number FI Technical display location C04B 18:14 14:02)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】比表面積2000〜4000cm2/gのセメントAと
比表面積100000〜300000cm2/gのシリカフュームBと両
者の中間的な比表面積6000〜30000cm2/gの粉体Cを用い
て、セメントAが30〜80重量%、シリカフュームBが5
〜20重量%、粉体Cが10〜50重量%の範囲の組成を持つ
混合粉体に、混合粉体重量の2.5〜4%の高性能減水剤
及び13〜20%の水を添加して混練し、硬化せしめること
を特徴とする水硬性硬化体の製造方法。
[Claim 1] with a powder C having a specific surface area of 2000~4000cm 2 / g of cement A and a specific surface area 100000~300000cm 2 / g of silica fume B and both intermediate specific surface 6000~30000cm 2 / g, 30-80% by weight of cement A, 5 of silica fume B
To a mixed powder having a composition of about 20% by weight and a powder C in the range of 10% to 50% by weight, a high performance water reducing agent of 2.5 to 4% of the mixed powder weight and water of 13 to 20% are added. A method for producing a hydraulically cured product, comprising kneading and curing.
JP26875789A 1989-10-16 1989-10-16 Method for producing hydraulically cured product Expired - Lifetime JP2618366B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26875789A JP2618366B2 (en) 1989-10-16 1989-10-16 Method for producing hydraulically cured product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26875789A JP2618366B2 (en) 1989-10-16 1989-10-16 Method for producing hydraulically cured product

Publications (2)

Publication Number Publication Date
JPH03131556A JPH03131556A (en) 1991-06-05
JP2618366B2 true JP2618366B2 (en) 1997-06-11

Family

ID=17462905

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JP2834613B2 (en) * 1992-04-15 1998-12-09 株式会社トクヤマ Cement composition
IT1283189B1 (en) * 1996-03-05 1998-04-16 Italcementi Spa METHOD FOR THE REALIZATION OF A COMPOSED BEAM AND BEAM MADE IN THIS
KR100877026B1 (en) 2001-05-29 2009-01-07 다이헤이요 세멘토 가부시키가이샤 Hydraulic Composition
JP4298247B2 (en) * 2002-09-26 2009-07-15 太平洋セメント株式会社 High fluidity concrete
JP2008088003A (en) * 2006-09-29 2008-04-17 Product Giken Inc Method of blending concrete and concrete
JP5940207B1 (en) * 2015-02-24 2016-06-29 太平洋セメント株式会社 Method for producing hardened cementitious material using cement composition
JP6772436B2 (en) * 2015-04-14 2020-10-21 株式会社大林組 Cement composition

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