JPH1171157A - Hydraulic composition - Google Patents

Hydraulic composition

Info

Publication number
JPH1171157A
JPH1171157A JP24335197A JP24335197A JPH1171157A JP H1171157 A JPH1171157 A JP H1171157A JP 24335197 A JP24335197 A JP 24335197A JP 24335197 A JP24335197 A JP 24335197A JP H1171157 A JPH1171157 A JP H1171157A
Authority
JP
Japan
Prior art keywords
composition
hydraulic composition
water
hydraulic
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.)
Pending
Application number
JP24335197A
Other languages
Japanese (ja)
Inventor
Yukio Isozaki
幸男 磯崎
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.)
Tokiwa Chemical Industries Co Ltd
Original Assignee
Tokiwa Chemical Industries 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 Tokiwa Chemical Industries Co Ltd filed Critical Tokiwa Chemical Industries Co Ltd
Priority to JP24335197A priority Critical patent/JPH1171157A/en
Publication of JPH1171157A publication Critical patent/JPH1171157A/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
    • 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
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/40Surface-active agents, dispersants
    • C04B2103/408Dispersants
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/34Non-shrinking or non-cracking materials
    • 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

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)

Abstract

PROBLEM TO BE SOLVED: To obtain a hydraulic composition for extremely improving application workability without causing problems of increase in dry contraction coefficient, water absorption ratio and bleeding ratio resulting from increase in water amount in a conventional method. SOLUTION: This composition comprises (a) an aqueous dispersion composition composed of at least one kind of a raw material selected from an asphalt having <=160 deg.C softening point, a petroleum resin or an ethylene/vinyl acetate copolymer resin and a waste plastic having <=160 deg.C melting point, a dispersant made of a spongy blocked partially saponified polyvinyl alcohol having 300-3,000 polymerization degree and 70-98% degree of saponification, previously swollen with water and a naphthalenesulfonic acid-based, a melamine sulfonic acid-based or a polycarboxylic acid-based fluidizing agent, (b) a hydraulic material and (c) at least one selected from the group consisting of steel fiber, glass fiber, rock wool, asbestos and inorganic fiber.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は水硬性組成物に関
し、詳しくは、施工作業性が大幅に向上する水硬性組成
物に関する。
[0001] The present invention relates to a hydraulic composition, and more particularly to a hydraulic composition which greatly improves workability.

【0002】[0002]

【従来の技術】従来、水硬性組成物は、セメント等の水
硬性物質、砂や砂利等の骨材を主成分としていたが、耐
水性、防水性、接着性の向上等を目的として、水性エマ
ルジョンと称される水性分散液組成物が用いられるよう
になった。
2. Description of the Related Art Conventionally, hydraulic compositions have been mainly composed of hydraulic substances such as cement and aggregates such as sand and gravel. Aqueous dispersion compositions called emulsions have come to be used.

【0003】本発明者は、先に特願平6−120652
号として、軟化点160℃以下のアスファルト、石油樹
脂等の原料と、重合度300〜3000、鹸化度70〜
98%であり予め水で膨潤されスポンジ状のブロック化
した部分鹸化ポリビニルアルコールからなる分散剤とか
らなる水性分散液組成物を提案した。この水性分散液組
成物は耐水性、防水性、接着性に優れ、製造後すぐに使
用しても防水接着機能を発揮する画期的なものであっ
た。
The present inventor has previously described Japanese Patent Application No. 6-120652.
No., raw materials such as asphalt and petroleum resin having a softening point of 160 ° C. or less, a polymerization degree of 300 to 3000, and a saponification degree of 70 to
An aqueous dispersion composition comprising 98% and a dispersant consisting of a partially saponified polyvinyl alcohol which has been swollen in advance with water and made into a spongy block has been proposed. This aqueous dispersion composition was excellent in water resistance, waterproofness, and adhesiveness, and was an epoch-making one exhibiting a waterproof adhesive function even when used immediately after production.

【0004】一方、水硬性組成物に、補強繊維を含有す
る技術も試みられており、例えば法面補強コンクリー
ト、トンネル一次吹きつけ用のコンクリート、トンネル
二次覆工用のコンクリート、土間床コンクリート等の水
硬性組成物に鋼繊維を含有する技術は知られている。
[0004] On the other hand, techniques for containing reinforcing fibers in hydraulic compositions have also been tried, for example, slope-side reinforced concrete, concrete for primary spraying of tunnels, concrete for secondary lining of tunnels, concrete for slab flooring and the like. The technology of including steel fibers in the hydraulic composition of the present invention is known.

【0005】しかし、水硬性組成物に鋼繊維を含有する
と、比較例からも明らかな通り、スランプ値が4cmに
低下し、水硬性組成物(コンクリート)の打設ができな
い問題がある。これを改善しようとして、本発明者が先
に提案した水性分散液組成物を入れると、スランプ値は
改善するが、わずか2cmであり、コンクリートの打設
作業を行うには十分でなかった。
However, when the hydraulic composition contains steel fibers, the slump value is reduced to 4 cm, as is apparent from the comparative examples, and there is a problem that the hydraulic composition (concrete) cannot be cast. In order to improve this, when the aqueous dispersion composition proposed earlier by the present inventor was added, the slump value was improved, but it was only 2 cm, which was not enough for the concrete casting operation.

【0006】このため水硬性組成物を製造する際に、参
考例1のように、水を増量してスランプ値を18cmま
で回復して打設作業を行っていた。しかし、水を増量す
ると、参考例1のように乾燥収縮率が増大しコンクリー
トのひび割れを起こしたり、また吸水率が増大しコンク
リートの水漏れを引き起こしたり、更にブリージング率
が増大し、粉塵の発生、コンクリート表面に脆弱な層が
形成されたりする問題がある。これに対し、水を増量し
た参考例1において、参考例2のように鋼繊維を入れて
もスランプ値が低くなり施工作業に支障をきたし、また
参考例2に対して参考例3のように先提案に係る本発明
外の水性分散液成物を加えても水を増量しなければスラ
ンプ値が上昇しない問題がある。
For this reason, when producing a hydraulic composition, as in Reference Example 1, the slump value was restored to 18 cm by increasing the amount of water, and the casting operation was performed. However, when the amount of water is increased, as in Reference Example 1, the drying shrinkage rate increases, causing cracking of the concrete, and the water absorption rate increases, causing water leakage of the concrete, and further increasing the breathing rate, resulting in the generation of dust. However, there is a problem that a fragile layer is formed on the concrete surface. On the other hand, in Reference Example 1 in which the amount of water was increased, even if steel fibers were added as in Reference Example 2, the slump value was lowered and the construction work was hindered. There is a problem that the slump value does not increase unless the amount of water is increased even if the aqueous dispersion composition other than the present invention is added.

【0007】[0007]

【発明が解決しようとする課題】そこで、本発明の課題
は、従来のような水を増量することによる乾燥収縮率、
吸水率及びブリージング率の増大という問題を引き起こ
すことがなく、施工作業性が大幅に向上する水硬性組成
物を提供することにある。
Accordingly, an object of the present invention is to provide a conventional drying shrinkage ratio by increasing the amount of water,
An object of the present invention is to provide a hydraulic composition which does not cause a problem of an increase in a water absorption rate and a breathing rate and greatly improves workability.

【0008】[0008]

【課題を解決するための手段】上記課題を解決する本発
明に係る水硬性組成物は、下記(a)、(b)及び
(c)を含有することを特徴とする。
Means for Solving the Problems A hydraulic composition according to the present invention for solving the above-mentioned problems is characterized by containing the following (a), (b) and (c).

【0009】(a)軟化点160℃以下のアスファル
ト、石油樹脂又はエチレン・酢酸ビニル共重合樹脂若し
くは廃プラスチックから選ばれる少なくとも1種の原料
と、重合度300〜3000、鹸化度70〜98%であ
り予め水で膨潤されスポンジ状のブロック化した部分鹸
化ポリビニルアルコール(ポバールということもある)
からなる分散剤と、ナフタリンスルホン酸系、メラミン
スルホン酸系又はポリカルボン酸系の流動化剤とを含む
水性分散液組成物 (b)水硬性物質 (c)鋼繊維、ガラス繊維、ロックウール、石綿又は無
機系繊維から選ばれる少なくとも1種 本発明の好ましい態様としては、水性分散液組成物を構
成する各組成物の配合比が、原料:分散剤:流動化剤=
84〜97:2〜10:1〜6(重量比)であることで
ある。
(A) At least one raw material selected from asphalt, petroleum resin, ethylene / vinyl acetate copolymer resin or waste plastic having a softening point of 160 ° C. or less, a polymerization degree of 300 to 3000, and a saponification degree of 70 to 98%. Sponge-blocked partially saponified polyvinyl alcohol swollen with water in advance (sometimes called poval)
An aqueous dispersion composition comprising a dispersant consisting of: a naphthalenesulfonic acid-based, melaminesulfonic acid-based, or polycarboxylic acid-based fluidizer; (b) a hydraulic material; (c) steel fiber, glass fiber, rock wool, At least one selected from asbestos or inorganic fibers In a preferred embodiment of the present invention, the mixing ratio of each composition constituting the aqueous dispersion composition is as follows: raw material: dispersant: fluidizing agent =
84 to 97: 2 to 10: 1 to 6 (weight ratio).

【0010】また本発明の他の好ましい態様としては、
水硬性組成物は、(b)100重量部に対して(a)を
乾燥重量比として0.2〜5重量部含み、且つ(c)を
全水硬性組成物に対して5〜50kg/m3 含むことで
ある。
[0010] In another preferred embodiment of the present invention,
The hydraulic composition contains (a) 0.2 to 5 parts by weight as a dry weight ratio with respect to (b) 100 parts by weight, and (c) contains 5 to 50 kg / m with respect to the total hydraulic composition. 3 is to include.

【0011】更に本発明の他の好ましい態様としては、
(c)が線長15〜100mmの鋼繊維であることであ
る。
In another preferred embodiment of the present invention,
(C) is a steel fiber having a wire length of 15 to 100 mm.

【0012】[0012]

【発明の実施の形態】本発明において、(a)成分であ
る水性分散液組成物は、軟化点160℃以下のアスファ
ルト、石油樹脂又はエチレン・酢酸ビニル共重合樹脂若
しくは廃プラスチックから選ばれる少なくとも1種の原
料と、分散剤と、流動化剤とを含むものである。
BEST MODE FOR CARRYING OUT THE INVENTION In the present invention, the aqueous dispersion composition as the component (a) comprises at least one selected from asphalt having a softening point of 160 ° C. or lower, petroleum resin, ethylene-vinyl acetate copolymer resin or waste plastic. It contains seed materials, a dispersant, and a fluidizing agent.

【0013】原料中のアスファルトとしては、石油アス
ファルトと天然アスファルトがある。石油アスファルト
としてはストレートアスファルト、ブローンアスファル
ト、脱色アスファルト(ホワイトアスファルト)があ
り、また天然アスファルトとしてはタールサンドがあ
り、これらは1種で用いてもよいし、2種以上混合使用
してもよい。
Asphalt in the raw material includes petroleum asphalt and natural asphalt. Examples of petroleum asphalt include straight asphalt, blown asphalt, and decolorized asphalt (white asphalt), and examples of natural asphalt include tar sands. These may be used alone or in combination of two or more.

【0014】石油樹脂としては、C5 〜C9 樹脂が好ま
しく、より好ましくは、C9 樹脂である。
As the petroleum resin, a C 5 -C 9 resin is preferable, and a C 9 resin is more preferable.

【0015】廃プラスチックとしては廃ポリエチレン、
廃塩化ビニル又は廃ポリスチレンから選ばれる融点ない
し軟化点が160℃以下のものが用いられる。なお塩化
ビニル等の融点ないし軟化点が160℃を越えるものが
含まれた場合には、前処理として一度乾溜釜で熱分解
し、低分子化し、融点(軟化点)160℃以下に下げる
などの処理が必要となる。かかる廃プラスチックを原料
として用いることによって産業廃棄物のリサイクルに貢
献する。
As waste plastic, waste polyethylene,
Those having a melting point or softening point of 160 ° C. or less selected from waste vinyl chloride or waste polystyrene are used. If the melting point or softening point of vinyl chloride or the like exceeds 160 ° C., it is thermally decomposed once in a dry still as a pretreatment to reduce the molecular weight and lower the melting point (softening point) to 160 ° C. or less. Processing is required. By using such waste plastic as a raw material, it contributes to the recycling of industrial waste.

【0016】分散剤としては、重合度300〜300
0、鹸化度70〜98%であり予め水で膨潤されスポン
ジ状のブロック化した部分鹸化ポバールからなる分散剤
が用いられる。部分鹸化ポバールとして重合度が低いも
のを使用すると水性分散液の粘性が低下し、反面高いも
のを使用すると乳化力が増大すると共にバイダーとして
の用途で接着力が増大する傾向にあるので、重合度とし
ては300〜3000の範囲、好ましくは500〜20
00の範囲で、本発明の水硬性組成物の用途によって重
合度の異なったものを使用することは好ましいことであ
る。また鹸化度の低いものは乳化しやすい反面、高いも
のは接着面の耐熱性、耐水性が向上するので、水硬性組
成物の用途によって鹸化度70〜98%の範囲、好まし
くは80〜90%の範囲で選択使用することが好まし
い。
As the dispersant, the polymerization degree is 300 to 300.
0, a dispersant having a degree of saponification of 70 to 98% and consisting of a partially saponified poval that has been swollen in advance with water and is in the form of a sponge is used. When a partially saponified povar having a low degree of polymerization is used, the viscosity of the aqueous dispersion is reduced.On the other hand, when a high saponified one is used, the emulsifying power increases and the adhesive strength tends to increase in a binder application. In the range of 300 to 3000, preferably 500 to 20
Within the range of 00, it is preferable to use one having a different degree of polymerization depending on the use of the hydraulic composition of the present invention. A low saponification degree is easy to emulsify, while a high saponification degree improves the heat resistance and water resistance of the bonding surface. Therefore, depending on the use of the hydraulic composition, the saponification degree is in the range of 70 to 98%, preferably 80 to 90%. It is preferable to select and use within the range.

【0017】本発明において、水で膨潤されスポンジ状
のブロック化した部分鹸化ポバールというのは、具体的
には膨潤して静置しておく時間(膨潤時間)が6時間を
越えるものを意味する。
In the present invention, the partially saponified poval that has been swollen with water and formed into a sponge-like block means, specifically, a material that has a swelling time and a standing time (swelling time) of more than 6 hours. .

【0018】水への部分鹸化ポバールの溶解時間とその
形態については、本発明者の研究によって以下の表1に
記載の関係があることが判明している。
A study by the present inventors has revealed that the relationship between the dissolution time of partially saponified poval in water and the form thereof has the relationship shown in Table 1 below.

【0019】[0019]

【表1】 [Table 1]

【0020】流動化剤としては、ナフタリンスルホン酸
系、メラミンスルホン酸系又はポリカルボン酸系の流動
化剤が用いられ、好ましくはポリカルボン酸系の流動化
剤が用いられる。
As the fluidizer, a naphthalenesulfonic acid-based, melaminesulfonic acid-based or polycarboxylic acid-based fluidizer is used, and preferably, a polycarboxylic acid-based fluidizer is used.

【0021】本発明に用いられる水性分散液組成物を構
成する各組成物の配合比は、原料:分散剤:流動化剤=
84〜97:2〜10:1〜6(重量比)であることが
好ましく、より好ましくは88〜95:3〜7:2〜5
(重量比)である。
The composition ratio of each composition constituting the aqueous dispersion composition used in the present invention is as follows: raw material: dispersant: fluidizing agent =
It is preferably from 84 to 97: 2 to 10: 1 to 6 (weight ratio), more preferably from 88 to 95: 3 to 7: 2 to 5
(Weight ratio).

【0022】本発明に用いられる水性分散液組成物に
は、上記以外に、用途に応じアクリル酸アルキル/スチ
レン共重合体や合成ゴム等を本発明の目的の範囲内で添
加してもよい。
In addition to the above, an alkyl acrylate / styrene copolymer or a synthetic rubber may be added to the aqueous dispersion composition used in the present invention within the scope of the present invention, depending on the application.

【0023】水性分散液組成物は市販品を用いることも
でき、例えば(株)トキワケミカル社製「ブラジック−
CF」を用いることが好ましい。
As the aqueous dispersion composition, a commercially available product can be used. For example, "Brazic-" manufactured by Tokiwa Chemical Co., Ltd. can be used.
It is preferable to use “CF”.

【0024】本発明において、(b)成分である水硬性
物質としては、水と反応して硬化する無機物質のいずれ
でも使用でき、特に制限されない。水硬性物質の好まし
い例としては、各種ポルトランドセメント、高炉セメン
ト、アルミナセメント、これらに高炉スラグ、フライア
ッシュ、シリカなどを混合した混合セメント、石膏、水
滓スラグ、水酸化カルシウム、炭酸マグネシウム、ケイ
酸カルシウムなどを挙げることができ、それらの水硬性
物質の1種類のみを使用してもよいし、または2種以上
を併用してもよい。中でも本発明では水硬性物質として
セメントを用いるのが好ましい。
In the present invention, as the hydraulic material which is the component (b), any inorganic material which cures by reacting with water can be used, and is not particularly limited. Preferred examples of the hydraulic material include various portland cements, blast furnace cements, alumina cements, blast furnace slag, fly ash, mixed cements mixed with silica, gypsum, slag slag, calcium hydroxide, magnesium carbonate, silicate Calcium and the like can be mentioned, and only one of those hydraulic substances may be used, or two or more thereof may be used in combination. In particular, in the present invention, it is preferable to use cement as the hydraulic substance.

【0025】(c)成分としては、鋼繊維、ガラス繊
維、ロックウール、石綿又は無機系繊維(例えば炭素繊
維)から選ばれる少なくとも1種が用いられ、これらを
混合使用することもできる。
As the component (c), at least one selected from steel fibers, glass fibers, rock wool, asbestos or inorganic fibers (for example, carbon fibers) is used, and these may be used in combination.

【0026】(c)成分として、とりわけ好ましいの
は、線長15〜100mmの鋼繊維がである。線長が1
5〜100mmの範囲にあると、水硬性組成物中への分
散性、補強効果、クラック発生防止効果、曲げ強度の増
大等を発揮するので好ましい。
Particularly preferred as the component (c) is a steel fiber having a wire length of 15 to 100 mm. Line length is 1
It is preferable that the thickness be in the range of 5 to 100 mm, since the dispersibility in the hydraulic composition, the reinforcing effect, the crack generation preventing effect, the increase in bending strength, and the like are exhibited.

【0027】また鋼繊維は素材がJIS G 3505
に該当する軟鋼線材を冷間伸線加工したものが好まし
く、材質はJIS G 3532に該当するものが好ま
しい。更に鋼繊維の引張強度は50kgf/mm2
上、好ましくは80kgf/mm2 以上であり、100
kgf/mm2 以上が更に好ましい。
The material of the steel fiber is JIS G 3505.
It is preferable that the mild steel wire material corresponding to the above is cold drawn, and the material is preferably a material corresponding to JIS G 3532. Further, the tensile strength of the steel fiber is 50 kgf / mm 2 or more, preferably 80 kgf / mm 2 or more,
kgf / mm 2 or more is more preferable.

【0028】更に鋼繊維の径は0.2〜2.0mmの範
囲が好ましい。ここで、「径」というのは鋼繊維が円形
以外の場合には円形に換算した場合の直径をいう。
Further, the diameter of the steel fiber is preferably in the range of 0.2 to 2.0 mm. Here, the “diameter” refers to the diameter when the steel fiber is converted into a circle when the steel fiber is other than a circle.

【0029】鋼繊維の形状は特に制限されず、例えば以
下の表2に示す各種形状のものを使用できる。
The shape of the steel fiber is not particularly limited, and for example, various shapes shown in Table 2 below can be used.

【0030】[0030]

【表2】 [Table 2]

【0031】本発明において、鋼繊維として、市販品を
使用することもでき、例えば神戸製鋼社製「ドマエー
ス」、ブリヂストン社製「ドラミックス」を用いること
もできる。
In the present invention, commercially available steel fibers can be used, and for example, "Doma Ace" manufactured by Kobe Steel and "Doramix" manufactured by Bridgestone can be used.

【0032】本発明の水硬性組成物は、上記した成分の
他に、水硬性組成物に通常用いられている他の成分の1
種または2種以上を必要に応じて含有していてもよい。
そのような他の成分の例としては、ガラスバルーン、シ
ラスバルーン、フライアッシュ、砂、砂利、パーライ
ト、ポリスチレンビーズなどの無機充填材や軽量骨材、
水溶性セルロース系樹脂やその他の増粘剤などを挙げる
ことができる。
The hydraulic composition of the present invention comprises, besides the above-mentioned components, one of the other components usually used in hydraulic compositions.
Species or two or more kinds may be contained as needed.
Examples of such other ingredients include inorganic fillers and lightweight aggregates such as glass balloons, shirasu balloons, fly ash, sand, gravel, perlite, polystyrene beads,
Examples thereof include a water-soluble cellulose resin and other thickeners.

【0033】本発明の水硬性組成物における(a)成分
は、(b)成分100重量部に対して乾燥重量比として
0.2〜5重量部含むことが好ましく、より好ましくは
0.5〜1.5重量部である。
The component (a) in the hydraulic composition of the present invention preferably contains 0.2 to 5 parts by weight, more preferably 0.5 to 5 parts by weight, as a dry weight ratio based on 100 parts by weight of the component (b). 1.5 parts by weight.

【0034】(a)成分の配合量が0.2重量部未満で
あると、水硬性組成物の乾燥時の収縮が大きくなり易
く、また水硬性組成物を水和硬化して得られるコンクリ
ートなどの水硬化物や水硬化成形物の吸水率や透水性が
大きくなって防水性や防湿性が低下し易くなる。
If the amount of the component (a) is less than 0.2 parts by weight, the hydraulic composition tends to shrink during drying, and concrete obtained by hydrating and hardening the hydraulic composition. The water absorption and the water permeability of the water-cured product and the water-cured molded product of the above are increased, and the waterproofness and moisture-proofness are easily reduced.

【0035】一方、5重量部を越えると、水硬性組成物
中への連行空気量が増えて、水硬性組成物の初期硬化速
度の遅延、水硬化物や水硬性組成物の圧縮強度の低下な
どを生じ易くなり、しかも多量に配合しているにも拘わ
らず水硬化物や水硬化成形物の防水性や防湿性がそれほ
ど向上せず、さらに乾燥時の収縮が大きくなり易い。
On the other hand, when the amount exceeds 5 parts by weight, the amount of entrained air into the hydraulic composition increases, and the initial curing speed of the hydraulic composition is delayed, and the compressive strength of the hydraulic composition and the hydraulic composition decreases. In addition, the water-hardened product or the water-hardened molded product does not have much improved waterproofing and moisture-proofing properties even though it is blended in a large amount, and shrinkage during drying tends to increase.

【0036】また(c)成分は全水硬性組成物に対して
5〜50kg/m3 含むことが好ましく、より好ましく
は15〜40kg/m3 である。5kg/m3 未満では
クラックの発生を防止できにくくなり、曲げ強度も不足
して鉄筋の省略につながらない。50kg/m3 を越え
ると、水硬性組成物中に均一に分散させにくくなってフ
ァイバーボールが発生し、施工性の低下、水硬性組成物
中の品質の不均一化などが生じ易くなる。
The component (c) preferably contains 5 to 50 kg / m 3 , more preferably 15 to 40 kg / m 3 , based on the total hydraulic composition. If it is less than 5 kg / m 3, it is difficult to prevent the occurrence of cracks, the bending strength is insufficient, and the reinforcing bar is not omitted. When it exceeds 50 kg / m 3 , it is difficult to uniformly disperse the composition in the hydraulic composition, and fiber balls are generated, whereby the workability is reduced, and the quality of the hydraulic composition is likely to be uneven.

【0037】本発明の水硬性組成物を調製するには、上
記した(a)成分、(b)成分、(c)成分、および必
要に応じて骨材や他の成分を、水と共に混合して、水分
を含有する水硬性組成物を調製する。
To prepare the hydraulic composition of the present invention, the above components (a), (b) and (c), and if necessary, aggregate and other components are mixed with water. Thus, a hydraulic composition containing water is prepared.

【0038】本発明では、水硬性組成物を調製する際
に、水分含量を多くすることなく作業に適したスランプ
値を得ることができる。従来既知の水硬性組成物におけ
る水分含量は水硬性物質(a)の重量に対して70重量
%程度であるが、同じスランプ値を得るためには本発明
では65重量%程度でよい。
In the present invention, when preparing a hydraulic composition, a slump value suitable for work can be obtained without increasing the water content. The water content of a conventionally known hydraulic composition is about 70% by weight with respect to the weight of the hydraulic substance (a), but in order to obtain the same slump value, it may be about 65% by weight in the present invention.

【0039】上記した(a)成分、(b)成分、(c)
成分、骨材および必要に応じて添加される他の成分を混
合装置に入れて混合して水硬性組成物を調製するに当た
っては、各成分の混合方法や混合順序などは特に限定さ
れず、それらの成分が均一に混合され得る方法であれば
いずれも採用でき、例えば全成分を同時に混合する方
法、各成分を逐次に混合する方法、前記の成分のうちの
幾つかを予め混合しておきそれに残りの成分を混合する
方法などを挙げることができる。
The above components (a), (b) and (c)
In preparing the hydraulic composition by mixing the components, aggregates and other components that are added as necessary in a mixing device, the mixing method and mixing order of each component are not particularly limited, and Any method can be adopted as long as the components can be uniformly mixed.For example, a method of simultaneously mixing all components, a method of sequentially mixing each component, and a method of mixing some of the components in advance and mixing A method of mixing the remaining components can be used.

【0040】その内でも、(b)成分、(c)成分、骨
材と水をあらかじめ混合した後に、(a)成分を加えて
再度混合すると、混合しやすく、ファイバーボールを形
成しないので好ましい。
Among them, it is preferable to previously mix the component (b), the component (c), the aggregate and water, and then add the component (a) and mix them again, since mixing is easy and a fiber ball is not formed.

【0041】水硬性組成物を調製する際の混合装置は特
に限定されず、水硬性組成物の用途、施工方法、使用態
様などに応じて、従来から既知の混合装置を使用するこ
とができ、例えばコンクリートミキサー、スクリュー型
混練装置、ペラー型混練装置などを使用できる。
The mixing apparatus used for preparing the hydraulic composition is not particularly limited, and a conventionally known mixing apparatus can be used according to the use, application method, usage mode, and the like of the hydraulic composition. For example, a concrete mixer, a screw-type kneader, a peller-type kneader, or the like can be used.

【0042】そして、上記により調製した水硬性組成物
を用いて、それぞれの現場で、打設、塗工(塗布)、吹
付等の工法のうちの1種または2種以上を採用して水硬
化物(コンクリートあるいはコンクリート構造物)を形
成できる。その際の水硬性組成物の打設、塗工および/
または吹付等は従来既知の水硬性組成物の施工法と同様
に行うことができ特に制限されない。次いで、現場に施
工した水硬性組成物を、従来既知の方法と同様にして養
生し、乾燥させて水硬化物を形成させる。
Then, using the hydraulic composition prepared as described above, at each site, one or more of methods such as casting, coating (coating), spraying, etc. are employed to obtain a water-curable composition. An object (concrete or concrete structure) can be formed. At that time, the hydraulic composition was poured, coated, and / or
Alternatively, spraying or the like can be performed in the same manner as a conventionally known method of applying a hydraulic composition, and is not particularly limited. Next, the hydraulic composition applied on site is cured and dried in the same manner as a conventionally known method to form a cured product.

【0043】本発明の水硬性組成物を用いて、例えば、
現場での建造物の製造、建造物における床面、壁面、屋
根の形成、道路舗装、トンネルライニング、法面保護な
どを円滑に行うことができる。
Using the hydraulic composition of the present invention, for example,
Production of buildings on site, formation of floors, walls, and roofs in buildings, road pavement, tunnel lining, slope protection, etc. can be performed smoothly.

【0044】また、本発明の水硬性組成物は、現場に直
接施工する代わりに、水硬化成形物の製造に用いてもよ
い。その場合の成形法は特に制限されず、水硬化成形物
の製造に当たって従来から用いられているいずれの方法
も採用でき、例えば型枠成形法、押出成形法、抄造成形
法、フローオン法、乾式法などを挙げることができる。
そして、それにより得られる成形物を養生することによ
って最終的な水硬化成形物を製造する。その際の養生法
も特に制限されず、従来の既知の養生法のいずれもが採
用でき例えばオートクレーブ養生、スチーム養生、自然
養生、それらの組み合わせなどを挙げることができる。
The hydraulic composition of the present invention may be used for the production of a water-cured molded product, instead of being directly applied on site. The molding method in that case is not particularly limited, and any method conventionally used in the production of a water-cured molded product can be adopted, for example, a mold forming method, an extrusion molding method, a paper forming method, a flow-on method, a dry method. And the like.
Then, the final molded product is cured by curing the molded product obtained thereby. The curing method at that time is not particularly limited, and any of the conventionally known curing methods can be employed, and examples thereof include an autoclave curing, a steam curing, a natural curing, and a combination thereof.

【0045】上記により得られる水硬化成形物は、建
築、土木、船舶などの種々の分野で広く使用することが
でき、特にその優れた防水性、防湿性、耐クラック性、
機械的特性などを活かして、屋根、外壁、内壁、床材、
門扉、道路用ブロック、護岸用ブロックなどの建材とし
て極めて有効に使用できる。
The water-cured molded product obtained as described above can be widely used in various fields such as construction, civil engineering, ships and the like, and particularly, its excellent waterproofness, moistureproofness, crack resistance,
Taking advantage of mechanical properties, etc., roofs, outer walls, inner walls, flooring,
It can be used very effectively as a building material for gates, road blocks, revetment blocks, etc.

【0046】[0046]

【実施例】以下、本発明を実施例により説明するが、か
かる実施例によって本発明は限定されない。
The present invention will now be described by way of examples, which should not be construed as limiting the invention.

【0047】 実施例1 (1) 傾動式ミキサー(50リットル用)に ポルトランドセメント(住友大阪セメント製) 277重量部 川砂(粗粒径2.83%) 835重量部 砂利(粗粒径6.76%) 994重量部 水 166重量部 AE減水剤 0.554重量部 を一括投入して60秒間稼働、混合した。 (2) 次に、上記(1) の混合物中に、下記鋼繊維30重
量部を添加して60秒間稼働、混合した。
Example 1 (1) Portland cement (Sumitomo Osaka Cement) 277 parts by weight River sand (coarse particle size 2.83%) 835 parts by weight Gravel (coarse particle size 6.76) %) 994 parts by weight Water 166 parts by weight AE water reducing agent 0.554 parts by weight was charged all at once, operated and mixed for 60 seconds. (2) Next, 30 parts by weight of the following steel fiber was added to the mixture of (1), and the mixture was operated and mixed for 60 seconds.

【0048】鋼繊維 (株)ブリヂストン社製「ドラ
ミックスZW60/80」 長さ 60mm 直径 0.8mm 引張強度 120kgf/mm2 (3) 次いで(2) の混合物の中に、下記の水性分散液組成
物6重量部を添加して30秒間稼働、混合して、水硬性
組成物を得た。
Steel fiber “Doramix ZW60 / 80” manufactured by Bridgestone Corp. Length 60 mm Diameter 0.8 mm Tensile strength 120 kgf / mm 2 (3) Next, the following aqueous dispersion composition was added to the mixture of (2). 6 parts by weight of the product were added and operated and mixed for 30 seconds to obtain a hydraulic composition.

【0049】水性分散液組成物としては、(株)トキワ
ケミカル社製「ブラジック−CF」を用いた。この組成
物は固形分濃度52重量%であり、原料として軟化点
(JIS K 7206に準じたビカット軟化点)16
0℃以下のアスファルトと石油樹脂を用い、分散剤とし
て、重合度500、鹸化度88%であり予め水で膨潤さ
れスポンジ状のブロック化した部分鹸化ポバールを用
い、流動化剤としてポリカルボン酸系の流動化剤を用い
た。 (4) 上記の(3) で得られた水硬性組成物のスランプ値、
ブリージング率、乾燥収縮率を測定した。その結果を表
3に示す。
As the aqueous dispersion composition, "BRAZIC-CF" manufactured by Tokiwa Chemical Co., Ltd. was used. This composition had a solid content of 52% by weight and had a softening point (Vicat softening point according to JIS K 7206) of 16 as a raw material.
Asphalt and petroleum resin of 0 ° C or less are used. As a dispersant, a partially saponified poval having a degree of polymerization of 500 and a saponification degree of 88%, which has been swollen with water and sponge-formed in advance, and a polycarboxylic acid-based fluidizing agent Was used. (4) Slump value of the hydraulic composition obtained in the above (3),
The breathing rate and the drying shrinkage rate were measured. Table 3 shows the results.

【0050】また上記の水硬性組成物を打設して水硬化
物を得、その水硬化物の圧縮強度、曲げ強度、吸水率を
測定した。その結果を表3に示す。
Further, the above-mentioned hydraulic composition was cast to obtain a water-cured product, and the compressive strength, bending strength and water absorption of the water-cured product were measured. Table 3 shows the results.

【0051】以上の実施例中、水硬性組成物のスランプ
値およびブリージング率、乾燥収縮率、水硬化物の圧縮
強度、曲げ強度、吸水率は次のようにして測定した。
In the above Examples, the slump value, the breathing rate, the drying shrinkage, the compressive strength, the bending strength, and the water absorption of the hydraulic composition were measured as follows.

【0052】(i)水硬性組成物のスランプ値:水硬性
組成物を高さ30cm、下端内径20cmおよび上端内
径10cmのスランプコーンに、1/3容ずつに分けて
標準棒でそれぞれ25回ずつ突きながら詰めた後、スラ
ンプコーンを垂直上方に引き上げて抜き、その時の水硬
性組成物の底部から頂面までの高さを測定してスランプ
値(cm)とした。
(I) Slump value of hydraulic composition: The hydraulic composition was divided into 1/3 volume slump cones having a height of 30 cm, a lower end inner diameter of 20 cm and an upper end inner diameter of 10 cm, each 25 times with a standard rod. After stuffing while pushing, the slump cone was pulled up vertically and pulled out, and the height from the bottom to the top of the hydraulic composition at that time was measured to obtain a slump value (cm).

【0053】(ii)水硬性組成物のブリージング率:J
IS A 1122に準じて測定した。
(Ii) Breathing rate of hydraulic composition: J
It was measured according to IS A 1122.

【0054】(iii)水硬性組成物の乾燥収縮率:「繊維
補強コンクリートの試験方法に関する基準」第1〜2頁
(社団法人日本コンクリート工学協会編;昭和59年2
月発行)に記載されている方法に従って、水硬性組成物
を10cm×10cm×40cmの鋼製型枠中に流し込
み、1日放置した後、脱型して縦×横×長さ=10cm
×10cm×40cmの角柱体を形成し、それを20℃
の水中で7日間養生した後、水中より取り出してコンク
リートゲージによってその角柱体の側面部の所定の印を
した2点間の距離(L0 )を測定した。
(Iii) Drying shrinkage of hydraulic composition: "Standards for Test Methods for Fiber Reinforced Concrete", pp. 1-2 (edited by Japan Concrete Institute; February 1984)
According to the method described in the above), the hydraulic composition is poured into a steel mold having a size of 10 cm × 10 cm × 40 cm, left as it is for one day, and then demolded to obtain a length × width × length = 10 cm.
Form a prismatic body of × 10cm × 40cm,
After being cured in water for 7 days, it was taken out of the water, and the distance (L 0 ) between two points marked on the side surface of the prism by a concrete gauge was measured.

【0055】次いで、養生後の角柱体を、温度20℃±
3℃、湿度60%±5%の恒温室中に放置して乾燥さ
せ、26週間後における上記の印をした2点間の距離
(L1 )を測定し、(L0 −L1 )/L0 =乾燥収縮率
の式から算出した。
Then, the cured prism was placed at a temperature of 20 ° C. ±
It was left to dry in a constant temperature room at 3 ° C. and a humidity of 60% ± 5%. After 26 weeks, the distance (L 1 ) between the two points marked above was measured, and (L 0 −L 1 ) / L 0 = calculated from the equation of dry shrinkage.

【0056】(iv) 水硬化物の圧縮強度:水硬性組成物
を直径×高さ=10cm×20cmの鋼製型枠中に流し
込み、1日放置した後、脱型し、それを20℃の水中で
7日間養生した。養生後、水中より取り出して、熱風乾
燥機(熱風温度80℃)に入れて2日間乾燥した後、取
り出して室温まで放冷し、それにより得られた水硬化物
の圧縮強度を、社団法人日本コンクリート工学協会編
「圧縮強度試験方法」に示されている方法に準じて測定
した。
(Iv) Compressive strength of the water-hardened material: The hydraulic composition was poured into a steel mold having a diameter × height = 10 cm × 20 cm, left for one day, and then demolded. Cured in water for 7 days. After curing, take out from the water, put it in a hot air dryer (hot air temperature 80 ° C), dry it for 2 days, take it out, let it cool down to room temperature, and determine the compressive strength of the resulting water-cured product in Japan. The measurement was carried out according to the method shown in "Compression strength test method" edited by the Japan Concrete Institute.

【0057】(v) 水硬化物の曲げ強度:JIS A
1106の曲げ強度試験に準じて測定した。
(V) Flexural strength of the cured product: JIS A
It was measured according to the bending strength test of 1106.

【0058】(vi) 水硬化物の吸水率: 水硬性組成物を10cm×10cm×40cmの鋼製
型枠中に流し込み、1日放置した後、脱型して縦×横×
長さ=10cm×10cm×40cmの角柱体を形成
し、それを20℃の水中で7日間養生した後、水中より
取り出して熱風乾燥機(熱風温度80℃)に入れて2日
間乾燥した後、取り出して室温まで放冷し、その時の角
柱体の重量(W2 )を測定した。
(Vi) Water absorption of water-cured product: The hydraulic composition was poured into a steel mold having a size of 10 cm × 10 cm × 40 cm, allowed to stand for one day, and then removed from the mold to obtain a length × width ×
After forming a prism having a length of 10 cm × 10 cm × 40 cm, curing it in water at 20 ° C. for 7 days, taking it out of the water, putting it in a hot air dryer (hot air temperature of 80 ° C.) and drying it for 2 days, It was taken out and allowed to cool to room temperature, and the weight (W 2 ) of the prism at that time was measured.

【0059】上記で重量を測定した角柱体を、20
℃の水中に48時間浸漬した後、水中より取り出して、
その表面に付着している水を素早くティッシュペーパー
で拭き取った後、直ちにその重量(W3 )を測定し、
{(W3 −W2 )/W2 }×100=水硬化物の吸水率
(%)の式から吸水率を求めた。
The prism whose weight was measured above was replaced with 20 prisms.
After immersing in water at 48 ° C for 48 hours, take out from the water,
After wiping off quickly tissue paper to water adhering to the surface, immediately measure the weight (W 3),
{(W 3 −W 2 ) / W 2 } × 100 = Water absorption was calculated from the equation of water absorption (%) of the cured product.

【0060】比較例1 実施例1において、水性分散液組成物及び鋼繊維を用
いない以外は同様にして、水硬性組成物及び水硬化物を
得た。水硬性組成物のスランプ値およびブリージング
率、乾燥収縮率、水硬化物の圧縮強度、曲げ強度、吸水
率を表3に示す。
Comparative Example 1 A hydraulic composition and a cured product were obtained in the same manner as in Example 1 except that the aqueous dispersion composition and the steel fiber were not used. Table 3 shows the slump value, the breathing rate, the drying shrinkage rate, the compressive strength, the bending strength, and the water absorption rate of the cured product of the hydraulic composition.

【0061】比較例2 実施例1において、鋼繊維を用いない以外は同様にし
て、水硬性組成物及び水硬化物を得た。水硬性組成物の
スランプ値およびブリージング率、乾燥収縮率、水硬化
物の圧縮強度、曲げ強度、吸水率を表3に示す。
Comparative Example 2 A hydraulic composition and a cured product were obtained in the same manner as in Example 1 except that no steel fiber was used. Table 3 shows the slump value, the breathing rate, the drying shrinkage rate, the compressive strength, the bending strength, and the water absorption rate of the cured product of the hydraulic composition.

【0062】比較例3 実施例1において、水性分散液組成物を用いない以外は
同様にして、水硬性組成物及び水硬化物を得た。水硬性
組成物のスランプ値およびブリージング率、乾燥収縮
率、水硬化物の圧縮強度、曲げ強度、吸水率を表3に示
す。
Comparative Example 3 A hydraulic composition and a cured product were obtained in the same manner as in Example 1, except that the aqueous dispersion composition was not used. Table 3 shows the slump value, the breathing rate, the drying shrinkage rate, the compressive strength, the bending strength, and the water absorption rate of the cured product of the hydraulic composition.

【0063】実施例2 実施例1において、(2) の工程において用いた鋼繊維
を下記の鋼繊維に代えた以外は同様にして、水硬性組
成物及び水硬化物を得た。 鋼繊維 (株)神戸製鋼所社製「ドマエース」 長さ 50mm 直径 0.8mm 引張強度 100kgf/mm2
Example 2 A hydraulic composition and a cured product were obtained in the same manner as in Example 1 except that the steel fibers used in the step (2) were changed to the following steel fibers. Steel fiber “Doma Ace” manufactured by Kobe Steel Ltd. Length 50 mm Diameter 0.8 mm Tensile strength 100 kgf / mm 2

【0064】水硬性組成物のスランプ値およびブリージ
ング率、乾燥収縮率、水硬化物の圧縮強度、曲げ強度、
吸水率を表3に示す。
The hydraulic composition has a slump value and a breathing rate, a drying shrinkage rate, a compressive strength, a bending strength, and a
Table 3 shows the water absorption.

【0065】参考例1 実施例1において、傾動式ミキサーに入れた原料を以下
のように代え、鋼繊維及び水性分散液組成物を用いない
以外は、同様にして、水硬性組成物及び水硬化物を得
た。水硬性組成物のスランプ値およびブリージング率、
乾燥収縮率、水硬化物の圧縮強度、曲げ強度、吸水率を
表3に示す。
REFERENCE EXAMPLE 1 In the same manner as in Example 1, except that the raw materials put in the tilting mixer were changed as follows, and the steel fiber and the aqueous dispersion composition were not used, the hydraulic composition and the water setting I got something. Slump value and breathing rate of hydraulic composition,
Table 3 shows the drying shrinkage, the compressive strength, the bending strength, and the water absorption of the cured product.

【0066】 ポルトランドセメント(住友大阪セメント製) 294重量部 川砂(粗粒径2.83%) 853重量部 砂利(粗粒径6.76%) 937重量部 水 176重量部 AE減水剤 0.558重量部Portland cement (manufactured by Sumitomo Osaka Cement) 294 parts by weight River sand (coarse particle size 2.83%) 853 parts by weight Gravel (coarse particle size 6.76%) 937 parts by weight Water 176 parts by weight AE water reducing agent 0.558 Parts by weight

【0067】参考例2 参考例1において、上記鋼繊維を実施例1のように用
いた以外は同様にして、水硬性組成物及び水硬化物を得
た。水硬性組成物のスランプ値およびブリージング率、
乾燥収縮率、水硬化物の圧縮強度、曲げ強度、吸水率を
表3に示す。
Reference Example 2 A hydraulic composition and a cured product were obtained in the same manner as in Reference Example 1, except that the steel fiber was used as in Example 1. Slump value and breathing rate of hydraulic composition,
Table 3 shows the drying shrinkage, the compressive strength, the bending strength, and the water absorption of the cured product.

【0068】参考例3 参考例1において、鋼繊維(実施例1で用いたものと
同じ)及び水性分散液組成物(実施例1で用いた水性分
散液組成物から流動化剤を除いたもの:トキワケミカル
社製「ブラジック−C」)を実施例1のように用いた以
外は同様にして、水硬性組成物及び水硬化物を得た。水
硬性組成物のスランプ値およびブリージング率、乾燥収
縮率、水硬化物の圧縮強度、曲げ強度、吸水率を表3に
示す。
Reference Example 3 In Reference Example 1, the steel fiber (same as that used in Example 1) and the aqueous dispersion composition (the aqueous dispersion composition used in Example 1 except for the fluidizing agent) were used. A hydraulic composition and a water-cured product were obtained in the same manner except that "Brazic-C" manufactured by Tokiwa Chemical Co., Ltd.) was used as in Example 1. Table 3 shows the slump value, the breathing rate, the drying shrinkage rate, the compressive strength, the bending strength, and the water absorption rate of the cured product of the hydraulic composition.

【0069】実施例3 実施例1において、AE減水剤を使用しない以外は同様
にして、水硬性組成物及び水硬化物を得た。水硬性組成
物のスランプ値およびブリージング率、乾燥収縮率、水
硬化物の圧縮強度、曲げ強度、吸水率を表3に示す。
Example 3 A hydraulic composition and a cured product were obtained in the same manner as in Example 1 except that no AE water reducing agent was used. Table 3 shows the slump value, the breathing rate, the drying shrinkage rate, the compressive strength, the bending strength, and the water absorption rate of the cured product of the hydraulic composition.

【0070】[0070]

【表3】 [Table 3]

【0071】表3から以下のことが明らかとなる。即
ち、一般にコンクリートを打設する場合、スランプ値は
18cm前後に設定し、コンクリートの配合を参考例1
のように決める。
The following becomes clear from Table 3. That is, in general, when concrete is cast, the slump value is set at about 18 cm, and the composition of the concrete is referred to in Reference Example 1.
Decide as follows.

【0072】この配合に鋼繊維を混入すると、参考例2
のように、スランプ値が4cmダウンの14cmとな
り、土間コンクリートの打設が非常に困難となるが、な
んとか打設できる状態になる。
When steel fibers were mixed in this composition, Reference Example 2
As shown in the above, the slump value becomes 4 cm down to 14 cm, and it becomes very difficult to put concrete between the soils.

【0073】更に参考例3のように、トキワケミカル社
製の「ブラジック−C」を加えるとスランプ値が16c
mとなり、2cm回復し、楽ではないが、土間コンクリ
ートの打設がやれる状態になる。換言すれば、鋼繊維と
「ブラジック−C」をコンクリートに加える場合、コン
クリートの配合はスランプ値18cmに相当する水を必
要とする。
Further, as in Reference Example 3, the addition of "Brazic-C" manufactured by Tokiwa Chemical Co., Ltd.
m and recovers 2 cm. Although it is not easy, it is in a state where the concrete can be poured. In other words, when steel fibers and "Brazik-C" are added to concrete, the formulation of the concrete requires water corresponding to a slump value of 18 cm.

【0074】参考例3に対して、コンクリートに使用す
る水の量を更に減らし、ブリージング率の少ない(表面
の脆弱層が少なく粉塵もでない)、乾燥収縮率の小さい
(ひび割れが少ない)、吸水率が小さい(防水性、防湿
性が高い、延ては鉄筋の防錆効果もある)水硬性組成物
を提供するのが実施例1である。また実施例1では、参
考例3に対して、得られた水硬物の圧縮強度が増大する
ので、セメントの使用量を減らせる効果があり、更にス
ランプ値も20cmと非常に打設しやすくなる。実施例
1の効果は水性分散液組成物としてトキワケミカル社製
の「ブラジック−CF」を使用していることが大きな要
因である。
As compared with Reference Example 3, the amount of water used for concrete was further reduced, the breathing rate was small (the surface has a weak layer and there was no dust), the drying shrinkage was small (the number of cracks was small), and the water absorption was small. Example 1 provides a hydraulic composition having a small water content (high waterproof and moisture-proof properties, and also has a rust-preventing effect on reinforcing steel). Further, in Example 1, the compressive strength of the obtained hydraulic material is increased as compared with Reference Example 3, so that there is an effect of reducing the amount of cement used, and the slump value is also very easy to be cast as 20 cm. Become. The effect of Example 1 is largely attributable to the use of "Brazic-CF" manufactured by Tokiwa Chemical Co. as an aqueous dispersion composition.

【0075】実施例1の配合から、「ブラジック−C
F」を除けば、」スランプ値が5〜9cm低下し、コン
クリートの打設はほとんど不可能になる(比較例1、
3)。またブリージング率、乾燥収縮率及び吸水率の悪
化は顕著である。
From the formulation of Example 1, it was found that "Brazic-C
Except for "F", the slump value drops by 5 to 9 cm, making it almost impossible to cast concrete (Comparative Example 1,
3). Further, the breathing rate, drying shrinkage rate and water absorption rate are remarkably deteriorated.

【0076】実施例1の配合から、鋼繊維を除くと、曲
げ強度が大幅に低下する(比較例1、2)。鋼繊維の種
類を代えた例が実施例2であるが、実施例1と性能に差
異がなく、本発明の効果を発揮する。
Excluding the steel fibers from the composition of Example 1, the bending strength is significantly reduced (Comparative Examples 1 and 2). Example 2 is an example in which the type of steel fiber is changed, but there is no difference in performance from Example 1, and the effect of the present invention is exhibited.

【0077】「ブラジック−CF」は高性能の減水剤機
能もあるので、実施例3のように、実施例1で使用して
いるAE減水剤を使用しない場合でも、諸性能が若干低
下する程度であり、本発明の効果を発揮する。
Since "BRAZIC-CF" also has a high-performance water reducing agent function, even when the AE water reducing agent used in Example 1 is not used as in Example 3, various performances are slightly reduced. And exhibit the effect of the present invention.

【0078】[0078]

【発明の効果】本発明の水硬性組成物によれば、施工作
業性が優れる、ブリージング率が小さい、乾燥収縮率が
小さくクラックが発生しにくいという効果を発揮し、ま
た得られた水硬化物は吸水率、透水率が小さく、防水
性、防湿性に優れ、鉄筋の防錆効果を発揮し、耐久性を
向上させ、表面の脆弱層が少なく防塵性に優れる効果が
ある。
According to the hydraulic composition of the present invention, the effects of excellent workability, low breathing rate, low drying shrinkage rate and low occurrence of cracks can be obtained. Has a low water absorption and water permeability, is excellent in waterproofness and moistureproofness, exhibits a rust-preventing effect on a reinforcing bar, improves durability, has an effect of having less fragile layer on the surface and excellent in dustproofness.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C04B 14:48 24:22) ────────────────────────────────────────────────── ─── front page continued (51) Int.Cl. 6 identifications FI C04B 14:48 24:22)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】下記(a)、(b)及び(c)を含有する
ことを特徴とする水硬性組成物。 (a)軟化点160℃以下のアスファルト、石油樹脂又
はエチレン・酢酸ビニル共重合樹脂若しくは融点が16
0℃以下の廃プラスチックから選ばれる少なくとも1種
の原料と、重合度300〜3000、鹸化度70〜98
%であり予め水で膨潤されスポンジ状のブロック化した
部分鹸化ポリビニルアルコールからなる分散剤と、 ナフタリンスルホン酸系、メラミンスルホン酸系又はポ
リカルボン酸系の流動化剤とを含む水性分散液組成物 (b)水硬性物質 (c)鋼繊維、ガラス繊維、ロックウール、石綿又は無
機系繊維から選ばれる少なくとも1種
1. A hydraulic composition comprising the following (a), (b) and (c). (A) Asphalt, petroleum resin or ethylene-vinyl acetate copolymer resin having a softening point of 160 ° C. or less or a melting point of 16
At least one raw material selected from waste plastics having a temperature of 0 ° C. or lower, a degree of polymerization of 300 to 3000, and a degree of saponification of 70 to 98;
% Aqueous dispersion composition comprising a dispersant consisting of a partially saponified polyvinyl alcohol which has been swollen with water in advance and which has been blocked into a sponge form, and a naphthalenesulfonic acid-based, melaminesulfonic acid-based or polycarboxylic acid-based fluidizing agent. (B) hydraulic substance (c) at least one selected from steel fibers, glass fibers, rock wool, asbestos or inorganic fibers
【請求項2】水性分散液組成物を構成する各組成物の配
合比が、原料:分散剤:流動化剤=84〜97:2〜1
0:1〜6(重量比)であることを特徴とする請求項1
記載の水硬性組成物。
2. The composition ratio of each composition constituting the aqueous dispersion composition is as follows: raw material: dispersant: fluidizer = 84 to 97: 2 to 1
2. The composition according to claim 1, wherein the ratio is 0: 1 to 6 (weight ratio).
The hydraulic composition as described in the above.
【請求項3】水硬性組成物は、(b)100重量部に対
して(a)を乾燥重量比として0.2〜5重量部含み、
且つ(c)を全水硬性組成物に対して5〜50kg/m
3 含むことを特徴とする請求項1又は2記載の水硬性組
成物。
3. The hydraulic composition contains 0.2 to 5 parts by weight of (a) as a dry weight ratio based on 100 parts by weight of (b).
And (c) is 5 to 50 kg / m with respect to the total hydraulic composition.
3. The hydraulic composition according to claim 1, wherein the composition comprises three .
【請求項4】(c)が線長15〜100mmの鋼繊維で
あることを特徴とする請求項1、2又は3記載の水硬性
組成物。
4. The hydraulic composition according to claim 1, wherein (c) is a steel fiber having a wire length of 15 to 100 mm.
JP24335197A 1997-08-25 1997-08-25 Hydraulic composition Pending JPH1171157A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24335197A JPH1171157A (en) 1997-08-25 1997-08-25 Hydraulic composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24335197A JPH1171157A (en) 1997-08-25 1997-08-25 Hydraulic composition

Publications (1)

Publication Number Publication Date
JPH1171157A true JPH1171157A (en) 1999-03-16

Family

ID=17102549

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24335197A Pending JPH1171157A (en) 1997-08-25 1997-08-25 Hydraulic composition

Country Status (1)

Country Link
JP (1) JPH1171157A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010067657A (en) * 2001-03-02 2001-07-13 최명부 The process of manufacturing the dehydrating agent for paving asphalt
JP2012529416A (en) * 2009-06-12 2012-11-22 ナムローゼ・フェンノートシャップ・ベーカート・ソシエテ・アノニム High elongation fiber
JP2015003418A (en) * 2013-06-20 2015-01-08 太平洋マテリアル株式会社 Production method of fiber-containing rapid hardening concrete
CN110357490A (en) * 2019-06-24 2019-10-22 中山市易路美智能装备有限公司 Waterborne polymeric binding material, colored sealing mixture and preparation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010067657A (en) * 2001-03-02 2001-07-13 최명부 The process of manufacturing the dehydrating agent for paving asphalt
JP2012529416A (en) * 2009-06-12 2012-11-22 ナムローゼ・フェンノートシャップ・ベーカート・ソシエテ・アノニム High elongation fiber
JP2015003418A (en) * 2013-06-20 2015-01-08 太平洋マテリアル株式会社 Production method of fiber-containing rapid hardening concrete
CN110357490A (en) * 2019-06-24 2019-10-22 中山市易路美智能装备有限公司 Waterborne polymeric binding material, colored sealing mixture and preparation method thereof

Similar Documents

Publication Publication Date Title
KR101352903B1 (en) Cement mortar composite with excellent flowability and workability, repair method of concrete structure, injection repair method for the concrete structure, surface treating method of the concrete structure and surface protection method of the concrete structure using the composite
CN109354463A (en) Impervious freeze proof C30 concrete of one kind and preparation method thereof
JP7395633B2 (en) polymer cement mortar
JP2008120611A (en) Grout composition, grout mortar and grout construction method
KR100877528B1 (en) the dry mortar with soundproof and keeping warm and the noninflammable board therewith and light brick therewith
CN111362647A (en) Inorganic micro-bead foaming modified silicon-plastic composite thermal insulation material and preparation method thereof
JP2009096657A (en) Cement mortar for plaster work
JP2009084092A (en) Mortar-based restoring material
KR100230689B1 (en) The manufacturing method of the cement based crack-repalring material for concrete slab and flooring mortar
JPH01261250A (en) Admixture for cement concrete and mortar produced by using highly water-absorbing resin
JP4658362B2 (en) Manufacturing method for lightweight mortar
JPH1171157A (en) Hydraulic composition
JP3913717B2 (en) Cement mortar composition for repairing asphalt and concrete pavement surface
JP2003055018A (en) Polymer cement composition
JPS60171260A (en) Hydraulic inorganic composition
JPH10167792A (en) Fiber-reinforced cement composition and production of cement cured product
JP2005281036A (en) Polymer cement-based mortar for use in tile joint and manufacturing method therefor
JPH1036161A (en) Hydraulic composition and its hardened product
JP2000063161A (en) Filler inorganic hydraulic composition and board material
KR0118678B1 (en) Process for the preparation of mortars
JPH10120452A (en) Hydraulic composition
JP2006182629A (en) Mortar for fire-proofing coating
JP2001139360A (en) Fiber-reinforced hydraulic formed body and its production process
JPS6317273A (en) Heat insulating composition
JP2001316164A (en) Inorganic hydraulic composition and method for manufacturing lightweight molded body using it