JP3307821B2 - High-strength concrete admixture - Google Patents
High-strength concrete admixtureInfo
- Publication number
- JP3307821B2 JP3307821B2 JP2906496A JP2906496A JP3307821B2 JP 3307821 B2 JP3307821 B2 JP 3307821B2 JP 2906496 A JP2906496 A JP 2906496A JP 2906496 A JP2906496 A JP 2906496A JP 3307821 B2 JP3307821 B2 JP 3307821B2
- Authority
- JP
- Japan
- Prior art keywords
- strength concrete
- silica fume
- strength
- admixture
- 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.)
- Expired - Fee Related
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0004—Compounds chosen for the nature of their cations
- C04B2103/0006—Alkali metal or inorganic ammonium compounds
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
- C04B2201/52—High compression strength concretes, i.e. with a compression strength higher than about 55 N/mm2, e.g. reactive powder concrete [RPC]
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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)
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、シリカフュームを
含有する高強度コンクリートに配合することによって、
コンクリートの膨張や強度低下等を防止する高強度コン
クリート用混和剤に関する。The present invention relates to a high-strength concrete containing silica fume,
The present invention relates to a high-strength concrete admixture that prevents expansion and strength reduction of concrete.
【０００２】[0002]
【従来の技術】従来、シリカフュームを配合した超高強
度コンクリートの設計・施工指針としては、土木学会及
び日本建築学会から規格が提案されている。具体的には
シリカフュームの化学成分としては、二酸化ケイ素（Ｓ
ｉＯ2）８５％以上、三酸化硫黄（ＳＯ3）３．０％以
下、酸化マグネシウム（ＭｇＯ）５．０％以下、湿分
３．０％以下、強熱減量５．０％以下と規定されてい
る。また、シリカフュームの物理的性質としては、比表
面積（ＢＥＴ法）１０ｍ2／ｇ以上、活性度指数（Ａ
Ｉ）７日で９５％以上、２８日で１０５％以上と規定さ
れている。2. Description of the Related Art Conventionally, standards for design and construction of ultra-high-strength concrete containing silica fume have been proposed by the Japan Society of Civil Engineers and the Architectural Institute of Japan. Specifically, as a chemical component of silica fume, silicon dioxide (S
(iO 2 ) 85% or more, sulfur trioxide (SO 3 ) 3.0% or less, magnesium oxide (MgO) 5.0% or less, moisture 3.0% or less, ignition loss 5.0% or less. ing. The physical properties of silica fume include a specific surface area (BET method) of 10 m 2 / g or more and an activity index (A
I) It is specified that it is 95% or more in 7 days and 105% or more in 28 days.
【０００３】しかしながら、必ずしも土木学会や日本建
築学会で規定される規定値を満足していても、シリカフ
ィームの種類によっては、得られる高強度コンクリート
が膨張したり、強度低下が生じる場合もある。このた
め、実際には、各メーカにおいて更に多くの品質管理規
格、例えばシリカフュームの化学成分として、二酸化ケ
イ素（ＳｉＯ2）９０％以上、酸化鉄（Ｆｅ2Ｏ3）３．
０％以下、酸化アルミニウム（Ａｌ2Ｏ3）１．５％以
下、酸化カルシウム（ＣａＯ）２．０％以下、酸化マグ
ネシウム（ＭｇＯ）３．０％以下、酸化カリウム（Ｋ2
Ｏ）３．０％以下、酸化ナトリウム（Ｎａ2Ｏ）２．５
％以下、Ｌ．Ｏ．Ｉ３．０％以下、嵩比重２００〜３５
０ｋｇ／ｍ3等の規格が設けられ、これに基づいて実施
されているのが実状である。[0003] However, even if the specified value specified by the Japan Society of Civil Engineers or the Architectural Institute of Japan is always satisfied, the obtained high-strength concrete may expand or the strength may be reduced depending on the type of the silica film. Therefore, in actuality, each manufacturer has more quality control standards, for example, 90% or more of silicon dioxide (SiO 2 ) and iron oxide (Fe 2 O 3 ) as a chemical component of silica fume.
0% or less, aluminum oxide (Al 2 O 3 ) 1.5% or less, calcium oxide (CaO) 2.0% or less, magnesium oxide (MgO) 3.0% or less, potassium oxide (K 2
O) 3.0% or less, sodium oxide (Na 2 O) 2.5
% Or less; O. I3.0% or less, bulk specific gravity 200-35
Standards such as 0 kg / m 3 have been established and are being implemented based on these standards.
【０００４】従って、従来土木学会及び日本建築学会に
おいて規定されている規格のみを満足するようなシリカ
フュームの使用に基づいて高強度コンクリートの施工は
行われておらず、それよりも厳しい条件規格を設定して
実施しているために、必然的に高強度コンクリートのコ
ストが高くなるという問題がある。Accordingly, high-strength concrete has not been constructed based on the use of silica fume that satisfies only the standards stipulated by the Japan Society of Civil Engineers and the Architectural Institute of Japan. Therefore, there is a problem that the cost of high-strength concrete is inevitably increased.
【０００５】従来、ケイ酸リチウムや亜硝酸リチウムを
コンクリートの補修剤として使用することが一部提案さ
れている。しかし、これらの目的は通常のコンクリート
やモルタルの鉄筋を防錆する機能を抑制するための使用
であって、高強度コンクリート、更にはシリカフューム
を配合した高強度コンクリートの混和剤としての使用に
ついては知られていないのが実状である。Heretofore, some proposals have been made to use lithium silicate or lithium nitrite as a repair agent for concrete. However, their purpose is to suppress the function of ordinary concrete and mortar to prevent rusting of reinforcing steel.It is not known about the use of high-strength concrete and high-strength concrete containing silica fume as an admixture. The fact is that it has not been done.
【０００６】[0006]
【発明が解決しようとする課題】従って、本発明の目的
は、高強度コンクリートに配合されるシリカフュームの
規格を高くすることなく、高強度コンクリートの膨張や
強度低下を防止することができる高強度コンクリート用
混和剤を提供することにある。SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a high-strength concrete capable of preventing expansion and a decrease in strength of the high-strength concrete without increasing the standard of silica fume used in the high-strength concrete. To provide an admixture for use.
【０００７】[0007]
【課題を解決するための手段】本発明によれば、シリカ
フュームを含む高強度コンクリートに配合する混和剤で
あって、アルカリ金属の硝酸塩、亜硝酸塩又はこれらの
混合物を有効成分として含有する高強度コンクリート用
混和剤が提供される。According to the present invention, in order to solve the problems], a admixture formulated into high-strength concrete containing silica fume, high strength containing alkali metal nitrate, nitrite salt, or a mixture thereof as an active ingredient An admixture for concrete is provided.
【０００８】[0008]
【発明の形態】本発明の混和剤は、有効成分として、リ
チウム、ナトリウム、カリウム等のアルカリ金属の硝酸
塩、亜硝酸塩又はこれらの混合物を含有する。アルカリ
金属としては特にリチウムが好ましい。この有効成分
は、シリカフュームに含有されるアルミニウム、マグネ
シウム、鉄等の金属の腐食等を防止するように作用し
て、高強度コンクリートの膨張や強度低下を防止するこ
とができるものと考えられる。Admixture of the present invention DETAILED DESCRIPTION OF THE INVENTION, as active ingredient, lithium, sodium, nitrates of alkali metals such as potassium, nitrite salt, or a mixture thereof. Arbitrariness particularly preferred lithium as the alkali metal. It is considered that this active ingredient acts to prevent corrosion of metals such as aluminum, magnesium, and iron contained in silica fume, and can prevent expansion and reduction in strength of high-strength concrete.
【０００９】本発明の混和剤の形態は、特に限定される
ものではなく、有効成分をコンクリート組成物中に混合
しても、また水等の適当な溶媒に希釈して液状とするこ
ともできる。[0009] The form of the admixture of the present invention is not particularly limited, and the active ingredient can be mixed with the concrete composition or can be made into a liquid form by diluting it with a suitable solvent such as water. .
【００１０】本発明の混和剤の配合割合は、有効成分換
算で、コンクリート組成物中のセメント１００重量部に
対して、０．００５〜５重量部、特に０．０５〜１重量
部が好ましい。５重量部を超える場合には経済的に好ま
しくない。The mixing ratio of the admixture of the present invention is preferably 0.005 to 5 parts by weight, particularly preferably 0.05 to 1 part by weight, based on 100 parts by weight of cement in the concrete composition, in terms of the active ingredient. If it exceeds 5 parts by weight, it is not economically preferable.
【００１１】本発明の混和剤を配合する高強度コンクリ
ートは、シリカフュームを含む、通常材令２８日目強度
が４００ｋｇｆ／ｃｍ2以上、特に８００〜２５００ｋ
ｇｆ／ｃｍ2を示すものを対象とし、配合されるシリカ
フュームの成分組成規格が、例えば二酸化ケイ素（Ｓｉ
Ｏ2）８５％以上、三酸化硫黄（ＳＯ3）３．０％以下、
酸化マグネシウム（ＭｇＯ）５．０％以下程度の規格で
あっても、従来の高品質シリカフュームを用いた場合と
同様な強度、並びに膨張抑制効果が得られる。具体的に
は、シリカフュームの規格を従来より低くし、セメン
ト、水、骨材、細骨材等の配合量は、従来と同様の範囲
で行うことができる他、従来のシリカフューム含有高強
度コンクリートに用いることによって、更に強度を向上
させることができる。また、通常高強度コンクリートに
配合される高性能減水剤、ＡＥ材等の他の混和剤やフラ
イアッシュ、高炉スラグ等の混和材料を併用することも
できる。The high-strength concrete containing the admixture of the present invention contains silica fume and has a normal material strength on day 28 of 400 kgf / cm 2 or more, especially 800 to 2500 k.
gf / cm 2 , the composition of the silica fume to be blended is, for example, silicon dioxide (Si
O 2 ) 85% or more, sulfur trioxide (SO 3 ) 3.0% or less,
Even with a specification of about 5.0% or less of magnesium oxide (MgO), the same strength and expansion suppression effect as in the case of using conventional high-quality silica fume can be obtained. Specifically, the standard of silica fume is made lower than before, and the amount of cement, water, aggregate, fine aggregate, etc. can be carried out in the same range as before, and it can be applied to conventional silica fume-containing high-strength concrete. By using it, the strength can be further improved. In addition, other admixtures such as a high-performance water reducing agent, AE material and the like, and admixture materials such as fly ash and blast furnace slag which are usually mixed in high-strength concrete can also be used.
【００１２】[0012]
【発明の効果】本発明の高強度コンクリート用混和剤
は、有効成分としてアルカリ金属の硝酸塩、亜硝酸塩又
はこれらの混合物を含有するので、配合されるシリカフ
ュームの規格が従来のものよりも低いものであっても、
同様な高強度性や膨張抑制効果を得ることができる。従
って、高強度コンクリート自体のコストを従来の高品質
シリカフュームを配合したものに比べて低くすることが
できる。High strength concrete admixtures of the present invention exhibits an alkali metal nitrate as the active ingredient, nitrous acid salt The
Since the containing these mixtures, silica fume standards to be blended is even lower than that of the prior art,
Similar high strength and expansion suppression effect can be obtained. Therefore, the cost of the high-strength concrete itself can be lower than that of the conventional high-quality silica fume.
【００１３】[0013]
【実施例】以下、実施例及び比較例により更に詳細に説
明するが、本発明はこれらに限定されるものではない。The present invention will be described below in more detail with reference to Examples and Comparative Examples, but the present invention is not limited thereto.
【００１４】[0014]
【実施例１】セメント８１４重量部、水２２０重量部、
シリカフューム６６重量部、細骨材１１６１重量部及び
混和剤としてのＬｉＮＯ3８重量部（（水／（セメント
＋シリカヒューム））比２５％）を混合したのち、直径
１０ｃｍ、高さ２０ｃｍの円柱状に成形し、供試体を得
た。得られた供試体を２０℃一定の水中で養生し、７日
後及び２８日後の供試体の圧縮強度試験及び膨張試験を
以下の方法にしたがって行った。その結果を表１に示
す。Example 1 814 parts by weight of cement, 220 parts by weight of water,
After mixing 66 parts by weight of silica fume, 1161 parts by weight of fine aggregate, and 8 parts by weight of LiNO 3 as an admixture ((water / (cement + silica fume)) ratio 25%), a columnar shape of 10 cm in diameter and 20 cm in height is mixed. To obtain a specimen. The obtained specimen was cured in water at a constant temperature of 20 ° C., and a compressive strength test and an expansion test of the specimen after 7 days and 28 days were performed according to the following methods. Table 1 shows the results.
【００１５】圧縮強度試験 ＪＩＳ Ａ１１０８ コンクリートの圧縮強度試験方法
に基づいて行った。膨張試験 得られた供試体の製造時及び養生後の高さを測定し、そ
の差から膨張率を計算により求めた。 Compressive strength test JIS A1108 The test was conducted based on the compressive strength test method for concrete. Swelling test The height of the obtained specimen during manufacture and after curing was measured, and the swelling ratio was calculated from the difference.
【００１６】[0016]
【比較例１】混和剤を配合しない以外は、実施例１と同
様に供試体を得、各測定を行った。その結果を表１に示
す。Comparative Example 1 Specimens were obtained in the same manner as in Example 1 except that no admixture was added, and each measurement was performed. Table 1 shows the results.
【００１７】[0017]
【実施例２】セメント５３８重量部、水１４５重量部、
シリカフューム４４重量部、細骨材７７４重量部、粗骨
材９４２重量部、ＡＥ減水剤８．０７重量部、ＡＥ助剤
１重量部及びＬｉＮＯ3０．２６９重量部（（水／（セ
メント＋シリカヒューム））比２５％）を混合したの
ち、実施例１と同様に供試体を得、各測定を行った。そ
の結果を表１に示す。Example 2 538 parts by weight of cement, 145 parts by weight of water,
44 parts by weight of silica fume, 774 parts by weight of fine aggregate, 942 parts by weight of coarse aggregate, 8.07 parts by weight of AE water reducing agent, 1 part by weight of AE auxiliary and 0.269 parts by weight of LiNO 3 ((water / (cement + silica Fume)) was mixed at a ratio of 25%), and a specimen was obtained in the same manner as in Example 1 to perform each measurement. Table 1 shows the results.
【００１８】[0018]
【比較例２】ＬｉＮＯ3を配合しない以外は、実施例１
と同様に供試体を得、各測定を行った。その結果を表１
に示す。Comparative Example 2 Example 1 was repeated except that LiNO 3 was not added.
A specimen was obtained in the same manner as described above, and each measurement was performed. Table 1 shows the results.
Shown in
【００１９】[0019]
【表１】 [Table 1]
───────────────────────────────────────────────────── フロントページの続き (72)発明者 澤田 由美子 東京都港区北青山２−５−８ 株式会社 間組内 (56)参考文献 特開 平５−97495（ＪＰ，Ａ) 特開 平６−56492（ＪＰ，Ａ) 特開 平１−122952（ＪＰ，Ａ) 特開 平９−156987（ＪＰ，Ａ) (58)調査した分野(Int.Cl.7，ＤＢ名) C04B 7/00 - 28/36 ──────────────────────────────────────────────────続 き Continuation of front page (72) Inventor Yumiko Sawada 2-5-8 Kitaaoyama, Minato-ku, Tokyo Hazumi Co., Ltd. (56) References JP-A-5-97495 (JP, A) JP-A-6-56492 (JP, A) JP-A-1-129295 (JP, A) JP-A-9-156987 (JP, A) (58) Fields studied (Int. Cl. 7 , DB name) C04B 7 /00-28 / 36
Claims (1)
トに配合する混和剤であって、アルカリ金属の硝酸塩、
亜硝酸塩又はこれらの混合物を有効成分として含有する
高強度コンクリート用混和剤。1. An admixture to be added to a high-strength concrete containing silica fume, wherein the admixture is an alkali metal nitrate,
Nitrite salt or high strength concrete admixtures containing these mixtures as an active ingredient.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2906496A JP3307821B2 (en) | 1996-02-16 | 1996-02-16 | High-strength concrete admixture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2906496A JP3307821B2 (en) | 1996-02-16 | 1996-02-16 | High-strength concrete admixture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09221348A JPH09221348A (en) | 1997-08-26 |
| JP3307821B2 true JP3307821B2 (en) | 2002-07-24 |
Family
ID=12265946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2906496A Expired - Fee Related JP3307821B2 (en) | 1996-02-16 | 1996-02-16 | High-strength concrete admixture |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3307821B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008081357A (en) * | 2006-09-27 | 2008-04-10 | Taiheiyo Cement Corp | Cement composition |
| JP7462128B2 (en) * | 2019-05-07 | 2024-04-05 | 株式会社プリンシプル | Volcanic glass powder |
-
1996
- 1996-02-16 JP JP2906496A patent/JP3307821B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09221348A (en) | 1997-08-26 |
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