JPH02208271A - Production of light-weight high-strength cured material - Google Patents

Production of light-weight high-strength cured material

Info

Publication number
JPH02208271A
JPH02208271A JP2863289A JP2863289A JPH02208271A JP H02208271 A JPH02208271 A JP H02208271A JP 2863289 A JP2863289 A JP 2863289A JP 2863289 A JP2863289 A JP 2863289A JP H02208271 A JPH02208271 A JP H02208271A
Authority
JP
Japan
Prior art keywords
siliceous
fine powder
strength
aggregate
hollow
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.)
Pending
Application number
JP2863289A
Other languages
Japanese (ja)
Inventor
Toshitsugu Tanaka
敏嗣 田中
Yoshihide Shimoyama
下山 善秀
Hiroki Fujiwara
藤原 浩己
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.)
Nihon Cement Co Ltd
Original Assignee
Nihon Cement Co Ltd
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 Nihon Cement Co Ltd filed Critical Nihon Cement Co Ltd
Priority to JP2863289A priority Critical patent/JPH02208271A/en
Publication of JPH02208271A publication Critical patent/JPH02208271A/en
Pending legal-status Critical Current

Links

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
    • C04B38/00Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
    • C04B38/08Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by adding porous substances

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Porous Artificial Stone Or Porous Ceramic Products (AREA)

Abstract

PURPOSE:To obtain a cured material having light weight and high strength without restricting the kind of hollow siliceous aggregate by adding a siliceous fine powder in the mixing of hollow siliceous aggregate to a hydraulic cement and curing the mixture in an autoclave. CONSTITUTION:(A) A hydraulic cement (e.g. normal Portland cement) is kneaded with (B) a hollow siliceous aggregate (e.g. silas balloon or glass balloon), (C) fine powder of siliceous material (e.g. silica fume) and (D) water. The obtained kneaded mixture is formed into a prescribed form and cured in an autoclave to obtain the objective cured material having light weight and high strength. The fine powder of siliceous material used in the above process is effective in preventing the separation of the materials in kneading and increasing the strength of the cured material. The amount of the fine powder is preferably about 5-40 pts.wt. per 100 pts.wt. of the hydraulic cement.

Description

【発明の詳細な説明】 (イ)産業上の利用分野 本発明は、主に建築および土木用構造部材として利用で
きるセメント系の軽量高強度硬化体の製造方法に関する
DETAILED DESCRIPTION OF THE INVENTION (a) Field of Industrial Application The present invention relates to a method for manufacturing a lightweight, high-strength cement-based hardened body that can be used primarily as structural members for architecture and civil engineering.

(ロ)従来の技術 ]ンクリート製品の軽量化を計るため、セメントにシラ
スバルーン等の各種のバルーンやパーライト等、シリカ
質中空物を骨材として混入することが行なわれている。
(B) Prior Art] In order to reduce the weight of concrete products, various types of balloons such as Shirasu balloons and siliceous hollow materials such as perlite are mixed into cement as aggregate.

また、セメントにフライアンシュバルーンおよびシリカ
ヒユームを混入し、水を加えて混練したのち、成形し、
加圧脱水した未硬化物を60°C前後の温度で養生硬化
させることも提案されている。
In addition, flyanche balloons and silica hume are mixed into cement, water is added and kneaded, and then molded.
It has also been proposed to cure an uncured product that has been dehydrated under pressure at a temperature of around 60°C.

(ハ)発明が解決しようとする問題点 しかしながら、前者の方法は、シリカ質中空骨材の使用
により得られたコンクリート製品の軽量化は計れても、
強度において十分でない。
(c) Problems to be solved by the invention However, although the former method can reduce the weight of concrete products obtained by using siliceous hollow aggregate,
Not strong enough.

また、後者の方法は、その解決策として、シリカ質中空
骨材のうちフライアッシュバルーンにその使用が限定さ
れ、ざらに成形後、未硬化物の加圧脱水をしなければな
らない。
In addition, as a solution to this problem, the latter method is limited in its use to fly ash balloons among siliceous hollow aggregates, and after rough molding, the uncured material must be dehydrated under pressure.

(=)問題点を解決するための手段 本発明者らは、シリカ質中空骨材の種類を限定しな(で
も、シリカ質微粉末を混入し、さらにオドクレープ処理
すれば、軽量でしかも高強度のセメント系の硬化体が得
られるとの知見を得て、本発明を完成するにいたった。
(=) Means for Solving the Problem The present inventors believe that the type of siliceous hollow aggregate is not limited (but if siliceous fine powder is mixed in and further odocrape treatment is applied, it will be lightweight and have high strength. The present invention was completed based on the knowledge that a cement-based hardened product of

すなわち、本発明の要旨は、水硬性セメント、シリカ質
中空骨材、シリカ質微粉末および水とを混練し、オート
クレーブ養生することを特徴とする軽量高強度硬化体の
製造方法にある。
That is, the gist of the present invention is a method for producing a lightweight, high-strength hardened body, which comprises kneading hydraulic cement, siliceous hollow aggregate, siliceous fine powder, and water, and curing the mixture in an autoclave.

本発明で使用するシリカ質中空骨材は、表面部に殻を有
し、内部が空洞になっているもので、例えばガラスバル
ーン、シラスバルーン等の各種バルーン、フライアッシ
ュ焼結発泡体、パーライト等である。
The siliceous hollow aggregate used in the present invention has a shell on the surface and is hollow inside, such as various balloons such as glass balloons and shirasu balloons, fly ash sintered foam, perlite, etc. It is.

これらのシリカ質中空骨材のうち、平均粒径が10〜6
00μm、かさ比重が1.0以下、変形係数が0.5 
X 102kg・f/mm以上のものが望ましい。
Among these siliceous hollow aggregates, those with an average particle size of 10 to 6
00μm, bulk specific gravity 1.0 or less, deformation coefficient 0.5
X 102kg・f/mm or more is desirable.

平均粒径が10μmより小さいと、流動性を得るために
必要な混純水量が増し、硬化体強度を低下させる。平均
粒径が600μmより大きいと、シリカ質中空骨材が硬
化体内部で欠陥として作用し、硬化体強度を低下させる
。かさ比重が1.0より大きいと、硬化体を軽量化でき
ない。また変形係数が0.5 X 102kg−f 7
mmより小さいと、骨材自身の強度が弱いため、混練時
に中空が破壊し、硬化体が重くなるとともに、強度が低
くなる。
When the average particle size is smaller than 10 μm, the amount of mixed pure water required to obtain fluidity increases, which reduces the strength of the cured product. When the average particle size is larger than 600 μm, the siliceous hollow aggregate acts as defects inside the hardened body, reducing the strength of the hardened body. If the bulk specific gravity is greater than 1.0, the weight of the cured product cannot be reduced. Also, the deformation coefficient is 0.5 x 102kg-f 7
If it is smaller than mm, the strength of the aggregate itself is weak, so the hollow space is destroyed during kneading, and the hardened body becomes heavy and has low strength.

なお、かさ比重および変形係数はつぎの方法で求めた。Incidentally, the bulk specific gravity and deformation coefficient were determined by the following method.

すなわち加圧ブリージング試験装置合流用し、まず、容
器(1,700ml、 )にジッギング法でシリカ質中
空骨材を詰め、その重量からかさ比重を求めた。つぎに
、上ぶたを載せて荷重(kg・f)加えながら、上ぶた
が容器内に入る変位(mm)をダイヤルゲージで読み取
り、荷重−変位曲線を描き、その直線部分の傾きを変形
係数(kg−f/mm)として求めた。荷重の初期にお
いては、骨材間の空隙が充填されるため、変形係数は小
さいが、その後次第に大きくなり、骨材が変形して空隙
をうめる段階では、変形係数は一定の状態(直線部分)
が続き、さらに荷重を加えて骨材が全体的に破壊される
段階では、変形係数が再び小さくなる。
That is, using a pressurized breathing test device, first, a container (1,700 ml) was filled with siliceous hollow aggregate by the jigging method, and the bulk specific gravity was determined from its weight. Next, while placing the top lid and applying a load (kg・f), use a dial gauge to read the displacement (mm) of the top lid entering the container, draw a load-displacement curve, and calculate the slope of the straight line part by the deformation coefficient (mm). kg-f/mm). At the beginning of loading, the voids between the aggregates are filled, so the deformation coefficient is small, but then it gradually increases, and at the stage where the aggregates deform and fill the voids, the deformation coefficient remains constant (straight line section).
continues, and at the stage where the aggregate is completely destroyed by further application of load, the deformation coefficient becomes small again.

シリカ質中空骨材の水硬性セメントへの混入量は、硬化
体の所望の気乾比重によって決まる。水硬性セメンI〜
】−00容量部に対しシリカ質中空骨材が300容量部
であれば、硬化体の気乾比重は約1.0.100容量部
であれば、約1.5程度となる。400容量部以上では
、混練および成形を容易にするために必要な混純水量が
増加し、そのために硬化体の強度が低下する。
The amount of siliceous hollow aggregate mixed into the hydraulic cement is determined by the desired air-dried specific gravity of the hardened material. Hydraulic cement I~
If the siliceous hollow aggregate is 300 parts by volume relative to -00 parts by volume, the air-dried specific gravity of the cured product will be about 1.0.100 parts by volume, then about 1.5. If the amount is 400 parts by volume or more, the amount of mixed pure water required to facilitate kneading and molding increases, resulting in a decrease in the strength of the cured product.

本発明に使用するシリカ質微粉末は、混練時の材料分離
の防止および硬化体の強度増進のために用いられるもの
で、シリカヒユームが代表的である。その平均粒径ば1
μm以下、好ましくは0.1μ程度である。
The siliceous fine powder used in the present invention is used to prevent material separation during kneading and to increase the strength of the cured product, and silica hume is a typical example. Its average particle size is 1
The thickness is less than μm, preferably about 0.1 μm.

シリカ質微粉末の水硬性セメントへの混入量は、水硬性
セメント100重量部に対し、5〜40重量部が望まし
い。シリカ質微粉末が5重量部より少ないと混練時の分
離防止効果がなく、強度増進の効果もない。反対に40
重量部より多いと、混練物の粘性が高くなるので、混純
水を増加させる必要が生じ、硬化体の強度を低下させる
The amount of siliceous fine powder mixed into the hydraulic cement is preferably 5 to 40 parts by weight per 100 parts by weight of the hydraulic cement. If the amount of siliceous fine powder is less than 5 parts by weight, there is no effect of preventing separation during kneading and there is no effect of increasing strength. 40 on the contrary
When the amount is more than 1 part by weight, the viscosity of the kneaded product increases, making it necessary to increase the amount of mixed pure water, which reduces the strength of the cured product.

本発明におけるオートクレーブ養生は、】00°C以上
の飽和蒸気のもとで行ない、180〜200°Cの範囲
で行なうことが望ましい。
The autoclave curing in the present invention is carried out under saturated steam at 00°C or higher, preferably in the range of 180 to 200°C.

(ホ)実施例 水硬性セメント(日本セメント■製、普通ポルトランド
セメント)、シリカ質中空骨材として、第1表に示す特
性のガラスバルーン(住人スリーエム■製、クラスハブ
ルス)、シラスバルーン(三機工業Q’A製、ザンキラ
イト)、フライアシシュ焼結発泡体(宇部興産H1Uラ
イト)、バーライl−(アザツバ−ライト■製、アザツ
バ−ライト)、シリカ質微粉末として、シリカヒユーム
(エルケムジャパン(11製、マイクロシリカ)、減水
剤(花王C勾製、マイティー150)を用い第2表に示
す配合割合で混練し、直径5cm高さ10cmの硬化体
を作製した。その硬化体を180°Cでオートクレーブ
養生したのち、気乾状態で硬化体の重量と体積を測定し
、気乾比重を求めた。続いてJIS A1108に準じ
て圧縮強度試験を行なった。その結果を第2表に示す。
(E) Examples Hydraulic cement (manufactured by Nippon Cement ■, ordinary Portland cement), glass balloons with the characteristics shown in Table 1 (manufactured by Jujutsu 3M ■, Class Hublus), glass balloons (Sanki Kogyo) as siliceous hollow aggregates Zankirite, manufactured by Q'A), fly ash sintered foam (manufactured by Ube Industries H1U Lite), Barley l- (manufactured by Azatubalite ■, Azatubalite), silica hium (manufactured by Elkem Japan (manufactured by Elkem Japan 11, Microsilica) and a water reducing agent (Kao C-Kosei, Mighty 150) were kneaded in the proportions shown in Table 2 to produce a cured product with a diameter of 5 cm and a height of 10 cm.The cured product was autoclaved at 180°C. Thereafter, the weight and volume of the cured product were measured in an air-dried state to determine the air-dried specific gravity.Subsequently, a compressive strength test was conducted according to JIS A1108.The results are shown in Table 2.

(へ)発明の効果 水硬性セメンI・にシリカ質中空骨材を混入して軽量の
硬化体を作製するにあたり、シリカ質微粉末を混入して
オートクレーブ養生すれば、シリカ中空骨材の種類を限
定しなくても、軽量で高強度の硬化体を得ることができ
る。
(f) Effects of the invention When mixing siliceous hollow aggregate into hydraulic cement I to produce a lightweight hardened body, if siliceous fine powder is mixed and autoclaved, the type of silica hollow aggregate can be changed. Even without any limitations, a lightweight and high-strength cured product can be obtained.

特許出願人  日本セメント株式会社Patent applicant: Nippon Cement Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 水硬性セメント、シリカ質中空骨材、シリカ質微粉末お
よび水とを混練し、成形し、オートクレーブ養生するこ
とを特徴とする軽量高強度硬化体の製造方法。
A method for producing a lightweight, high-strength hardened body, which comprises kneading hydraulic cement, siliceous hollow aggregate, siliceous fine powder, and water, molding, and curing in an autoclave.
JP2863289A 1989-02-09 1989-02-09 Production of light-weight high-strength cured material Pending JPH02208271A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2863289A JPH02208271A (en) 1989-02-09 1989-02-09 Production of light-weight high-strength cured material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2863289A JPH02208271A (en) 1989-02-09 1989-02-09 Production of light-weight high-strength cured material

Publications (1)

Publication Number Publication Date
JPH02208271A true JPH02208271A (en) 1990-08-17

Family

ID=12253922

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2863289A Pending JPH02208271A (en) 1989-02-09 1989-02-09 Production of light-weight high-strength cured material

Country Status (1)

Country Link
JP (1) JPH02208271A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005263579A (en) * 2004-03-19 2005-09-29 Misawa Homes Co Ltd Concrete material, concrete member and method for manufacturing the same

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6317271A (en) * 1986-07-08 1988-01-25 株式会社クボタ Manufacture of lightweight roof tile
JPH0255275A (en) * 1988-08-17 1990-02-23 Kubota Ltd Production of lightweight concrete product of high freezing damage resistance
JPH0255276A (en) * 1988-08-17 1990-02-23 Kubota Ltd Production of lightweight concrete product

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6317271A (en) * 1986-07-08 1988-01-25 株式会社クボタ Manufacture of lightweight roof tile
JPH0255275A (en) * 1988-08-17 1990-02-23 Kubota Ltd Production of lightweight concrete product of high freezing damage resistance
JPH0255276A (en) * 1988-08-17 1990-02-23 Kubota Ltd Production of lightweight concrete product

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005263579A (en) * 2004-03-19 2005-09-29 Misawa Homes Co Ltd Concrete material, concrete member and method for manufacturing the same

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