JPH0139983B2 - - Google Patents

Info

Publication number
JPH0139983B2
JPH0139983B2 JP4674080A JP4674080A JPH0139983B2 JP H0139983 B2 JPH0139983 B2 JP H0139983B2 JP 4674080 A JP4674080 A JP 4674080A JP 4674080 A JP4674080 A JP 4674080A JP H0139983 B2 JPH0139983 B2 JP H0139983B2
Authority
JP
Japan
Prior art keywords
cement
blast furnace
concrete
gypsum
furnace slag
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
Application number
JP4674080A
Other languages
Japanese (ja)
Other versions
JPS56145147A (en
Inventor
Masanobu Fujii
Shunichi Matsuhashi
Hideo Tanaka
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP4674080A priority Critical patent/JPS56145147A/en
Publication of JPS56145147A publication Critical patent/JPS56145147A/en
Publication of JPH0139983B2 publication Critical patent/JPH0139983B2/ja
Granted legal-status Critical Current

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
    • C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/38—Fibrous materials; Whiskers
    • C04B14/46—Rock wool ; Ceramic or silicate fibres
    • C04B14/4643—Silicates other than zircon

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

近年のコンクリートの発展の1つにプレストレ
スコンクリートが掲げられるが、プレストレスコ
ンクリートにあつてはコンクリートのクリープの
少いことが要求される。しかしながら従来のセメ
ントを使用したコンクリートでは水セメント比を
小さくしても、あまり多くを期待できない。 本発明者等は高炉セメント系がややクリープが
少ないという点に着目して鋭意研究した結果、本
発明を完成するに至つた。 高炉スラグはその化学組成がポルトランドセメ
ントに比較的類似しており、これを急冷して得ら
れる水滓スラグは潜在水硬性を有し、刺戟剤とし
て消石灰またはポルトランドセメントを添加する
と硬化反応が促進されることが古から知られてい
た。また石こうを添加しても硬化ることが知られ
ている。そこで本発明者等は排煙脱硫石こうと普
通ポルトランドセメントと高炉スラグ粉末の3素
材を混合した硬化体について再検討を試みた処、
(i)高炉スラグ粉末が全体の70%(重量比、以下同
じ)前後になると表面が粉つぽくなる、(ii)高炉ス
ラグ粉末と石こうのみでは表面硬度が弱く耐摩耗
性が劣る、(iii)石こうが全体の20%以上になると、
長期間水中に置いた場合膨脹ひび割れを起こす傾
向がみられる、(iv)石こうを添加しない高炉スラグ
粉末とポルトランドセメントのみでは収縮が大き
くなる、等を確認した。 以上の知見に基き本発明者等が種々研究したと
ころ、最も好ましくは高炉セメント粉末60%、ポ
ルトランドセメント30%、石こう10%の配合の高
炉セメント(G.C.S.)がクリープが少なく、優れ
た特性を示し、高炉スラグ粉末65〜35%、ポルト
ランドセメント25〜55%、石こう5〜15%の配合
の高炉セメントが十分に所期の特性を発揮しうる
ことを発見した。 しかしながら前記高炉セメントにあつてはブリ
ージングが大であり、従つて同高炉セメントを使
用したプレストレスコンクリート中に埋設された
PC鋼材の下端に空隙が生じ易く、コンクリート
との一体化が損なわれるとともに、PC鋼材の下
端に錆を生じ易いという欠点があり、実用的には
難点がある。 本発明者等は繊維状の珪酸マグネシウムが揺変
性と吸着性と固結性とを併わせ備え、吸着性は全
鉱物中で最も大きい粘土鉱物であり、増粘、沈降
防止効果を有することに着目し、前記組成の高炉
セメントにこの繊維状の珪酸マグネシウムを1〜
0.05%混入することによつてブリージングを防止
し、高炉セメントの前記欠点を除去して実用性を
賦与するに至つたものである。 本発明において使用される高炉スラグ粉末は軽
水滓を3000〜5000cm2/gブレーンとし、ポルトラ
ンドセメントは、普通、早強、超早強及び白色ポ
ルトランドセメントのいずれでもよい。また石こ
うは無水石こう、半水石こう、2水石こうのいず
れでもよいが、燐酸分を多く含有するものは凝結
が遅延するので好ましくない。但し密封型枠で加
熱養生する場合は余り問題にならない。また石こ
うの純度は可成り悪いもの、例えばチタン製造時
に廃出される鉄分の多い石こう分25〜35%(通称
アイアンクレー)のものでも利用可能である。 珪酸マグネシウムは10μ程度の繊維状に解砕し
たもので、エードプレスSP、エードプラスPP
(いずれも商品名:昭和鉱業株式会社製)として
市販されているもの等が好適である。 前記の混合セメントを加熱養生しないで使用す
る場合は、高炉スラグ粉末は4000cm2/g以上のも
のにするか、約650℃で焼成し、100メツシユ通過
程度以上の粒径にした仮焼明礬石を1〜15%添加
するか、防錆能力を併せ有する亜硝酸塩系混和
剤、例えばパリツクC(商品名:藤沢薬品株式会
社製)や、NR1900(商品名:ポゾリス物産株式
会社製)や、ラスナイン(商品名:小野田建材株
式会社製)等を添加して、少し長めに混練するの
が凝結を早めるので好ましい。なお一般の早強剤
を添加してもよいことは勿論である。 図面は、下記第1表に示した本発明に係る混合
セメントG.C.S.を使用したコンクリートと普通コ
ンクリートの圧縮クリープ試験結果を示した図表
で、Aはスランプ8cmの普通コンクリート、Bは
スランプ18cmのG.C.S.を使用したコンクリート、
Cはスランプ8cmのG.C.S.を使用したコンクリー
トを示し、前記図表から明らかなように、本発明
に係る混合セメントを使用したコンクリートはク
リープが小さいので、プレストレスコンクリート
用に適している。
Prestressed concrete is one of the developments in concrete in recent years, and prestressed concrete is required to have little concrete creep. However, in concrete using conventional cement, even if the water-cement ratio is reduced, not much can be expected. The present inventors have completed the present invention as a result of intensive research focusing on the fact that blast furnace cement systems have slightly less creep. The chemical composition of blast furnace slag is relatively similar to Portland cement, and the water slag obtained by rapidly cooling it has latent hydraulic properties, and the addition of slaked lime or Portland cement as a stimulant accelerates the hardening reaction. It has been known since ancient times. It is also known that the addition of gypsum will cause hardening. Therefore, the present inventors attempted to reexamine a hardened material made by mixing three materials: flue gas desulfurization gypsum, ordinary Portland cement, and blast furnace slag powder.
(i) When blast furnace slag powder accounts for around 70% (weight ratio, same below) of the whole, the surface becomes powdery. (ii) If only blast furnace slag powder and gypsum are used, the surface hardness is weak and wear resistance is poor. (iii) )When gypsum accounts for more than 20% of the total,
It was confirmed that expansion cracks tend to occur when left in water for a long period of time, and (iv) large shrinkage occurs when using only blast furnace slag powder and Portland cement without the addition of gypsum. Based on the above knowledge, the present inventors conducted various studies and found that blast furnace cement (GCS), which is the most preferable blend of 60% blast furnace cement powder, 30% Portland cement, and 10% gypsum, exhibits excellent properties with less creep. It was discovered that a blast furnace cement containing 65 to 35% blast furnace slag powder, 25 to 55% Portland cement, and 5 to 15% gypsum can sufficiently exhibit the desired properties. However, the above-mentioned blast furnace cement has a large amount of breathing, and therefore, it is difficult to embed it in prestressed concrete using the same blast furnace cement.
There are disadvantages in that voids are likely to form at the lower end of the PC steel, impairing its integration with concrete, and rust is likely to occur at the lower end of the PC steel, which is a practical drawback. The present inventors have discovered that fibrous magnesium silicate has thixotropy, adsorptivity, and caking properties, is a clay mineral with the highest adsorptivity among all minerals, and has thickening and anti-settling effects. Focusing on this, we added 1 to 10% of this fibrous magnesium silicate to blast furnace cement with the above composition.
By mixing 0.05%, breathing is prevented and the above-mentioned drawbacks of blast furnace cement are eliminated, making it more practical. The blast furnace slag powder used in the present invention has a light water slag of 3,000 to 5,000 cm 2 /g brane, and the Portland cement may be any of ordinary, early-strength, ultra-early-strength, and white Portland cement. Further, the gypsum may be anhydrous gypsum, hemihydrate gypsum, or dihydrate gypsum, but those containing a large amount of phosphoric acid are not preferred because setting is delayed. However, if heat curing is performed in a sealed formwork, this will not be much of a problem. It is also possible to use gypsum of considerably poor purity, for example, 25 to 35% iron-rich gypsum (commonly known as iron clay), which is discarded during titanium production. Magnesium silicate is crushed into fibers of about 10 μm, and is available in Ede Press SP and Aed Plus PP.
(Both trade names: Showa Mining Co., Ltd.) commercially available products are suitable. When using the above mixed cement without heat curing, use blast furnace slag powder of 4000 cm 2 /g or more, or use calcined alumite fired at about 650°C to a particle size of at least 100 mesh. or add 1 to 15% of nitrite-based admixtures that also have anti-corrosion ability, such as Paric C (product name: manufactured by Fujisawa Pharmaceutical Co., Ltd.), NR1900 (product name: manufactured by Pozolis Bussan Co., Ltd.), and Las Nine. (Product name: manufactured by Onoda Kenzai Co., Ltd.) etc., and kneading for a slightly longer time is preferable because it accelerates the setting. It goes without saying that a general early strengthening agent may be added. The drawing is a chart showing the compression creep test results of concrete using the mixed cement GCS according to the present invention shown in Table 1 below and ordinary concrete, where A is ordinary concrete with a slump of 8 cm and B is GCS with a slump of 18 cm. concrete used,
C shows concrete using GCS with a slump of 8 cm, and as is clear from the above diagram, concrete using the mixed cement according to the present invention has small creep, so it is suitable for prestressed concrete.

【表】 註 普ポ:普通ポルトランドセメント
次に本発明に係る混合セメントの性能を挙げ
る。
[Table] Note: General port: Ordinary Portland cement Next, the performance of the mixed cement according to the present invention will be listed.

【表】【table】

【表】 前記第2表から、本発明に係る混合セメントを
使用したコンクリートは、ブリージング率が著し
く低減されたことが判る。 なお本発明に係るセメントはプレストレスコン
クリートの他に、スパンの大きい鉄筋コンクリー
トに採用されクリープによるたわみを減少せしめ
ることもできる。更に高炉スラグ粉末の特徴を活
用して水中または地中埋設物に採用し、耐塩性を
発揮せしめることもできる。
[Table] From Table 2, it can be seen that the breathing rate of concrete using the mixed cement according to the present invention was significantly reduced. In addition to prestressed concrete, the cement according to the present invention can also be used in reinforced concrete with a large span to reduce deflection due to creep. Furthermore, by utilizing the characteristics of blast furnace slag powder, it can be used in underwater or underground structures to exhibit salt resistance.

【図面の簡単な説明】[Brief explanation of drawings]

図面は各種コンクリートの圧縮クリープ試験結
果を示す図表である。
The drawing is a chart showing the results of compression creep tests for various types of concrete.

Claims (1)

【特許請求の範囲】[Claims] 1 高炉スラグ粉末65〜35%(重量比、以下同
じ)に、ポルトランドセメント25〜55%と、石こ
う5〜15%、及び繊維状の珪酸マグネシウム1〜
0.05%を混入してなることを特徴とするプレスト
レストコンクリート用セメント。
1 Blast furnace slag powder 65-35% (weight ratio, same below), Portland cement 25-55%, gypsum 5-15%, and fibrous magnesium silicate 1-1%
A cement for prestressed concrete that is characterized by containing 0.05%.
JP4674080A 1980-04-11 1980-04-11 Cement for prestressed concrete Granted JPS56145147A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4674080A JPS56145147A (en) 1980-04-11 1980-04-11 Cement for prestressed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4674080A JPS56145147A (en) 1980-04-11 1980-04-11 Cement for prestressed concrete

Publications (2)

Publication Number Publication Date
JPS56145147A JPS56145147A (en) 1981-11-11
JPH0139983B2 true JPH0139983B2 (en) 1989-08-24

Family

ID=12755718

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4674080A Granted JPS56145147A (en) 1980-04-11 1980-04-11 Cement for prestressed concrete

Country Status (1)

Country Link
JP (1) JPS56145147A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4519245B2 (en) * 2000-02-29 2010-08-04 太平洋セメント株式会社 High-strength concrete members for high-speed traffic system structures
JP5252590B2 (en) * 2010-04-15 2013-07-31 太平洋セメント株式会社 High-strength concrete members for high-speed traffic system structures
JP2013177276A (en) * 2012-02-28 2013-09-09 Ohbayashi Corp In-water inseparable concrete

Also Published As

Publication number Publication date
JPS56145147A (en) 1981-11-11

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