JPH10291874A - Polymer impregnated concrete - Google Patents

Polymer impregnated concrete

Info

Publication number
JPH10291874A
JPH10291874A JP9925897A JP9925897A JPH10291874A JP H10291874 A JPH10291874 A JP H10291874A JP 9925897 A JP9925897 A JP 9925897A JP 9925897 A JP9925897 A JP 9925897A JP H10291874 A JPH10291874 A JP H10291874A
Authority
JP
Japan
Prior art keywords
fiber
concrete
base material
monomer
polymer impregnated
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
JP9925897A
Other languages
Japanese (ja)
Inventor
Takeshi Tsuruta
健 鶴田
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.)
OZAWA CONCRETE KOGYO KK
Original Assignee
OZAWA CONCRETE KOGYO KK
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 OZAWA CONCRETE KOGYO KK filed Critical OZAWA CONCRETE KOGYO KK
Priority to JP9925897A priority Critical patent/JPH10291874A/en
Publication of JPH10291874A publication Critical patent/JPH10291874A/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
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • C04B16/06Macromolecular compounds fibrous
    • C04B16/0616Macromolecular compounds fibrous from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B16/0625Polyalkenes, e.g. polyethylene
    • C04B16/0633Polypropylene

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Artificial Filaments (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a concrete suitably used for applications such as a buried frame mold needing high strength and high durability by using a stretched polypropylene fiber as a reinforcing fiber. SOLUTION: The polymer impregnated concrete uses the stretched polypropylene fiber as the reinforcing fiber. The thickness, length, amount or the like of the fiber to be added to a concrete base material is particularly not limited and can properly be set based on preliminary test or the like. In the polymer impregnated concrete obtained by impregnating a concrete base material with a monomer in which a polymerization catalyst is dissolved, heating and polymerizing the monomer and integrating the produced resin with the concrete base material, the stretched polypropylene fiber is used as the reinforcing fiber for concrete base material. The polymer impregnated concrete is free from the heat deterioration like the conventional vinylon fiber, is free from the generation of rust like steel fiber and is a thin and high strength material even thin in thickness.

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、薄肉で高強度を有
する埋設型枠等の製品に利用することができるポリマー
含浸コンクリートに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a polymer-impregnated concrete which can be used for products such as buried formwork having a small thickness and a high strength.

【0002】[0002]

【従来の技術】コンクリート構造物の耐久性及び施工現
場の省人化の立場から、高強度で高耐久性埋設型枠の開
発を行ってきた。一般に埋設型枠は薄肉で使用し、高い
曲げ強度が要求されるため各種の繊維や樹脂を補強材料
として使用している。繊維補強コンクリートの補強材料
には、鋼繊維、ガラス繊維、炭素繊維及びビニロン繊維
が用いられている。一方、短繊維で補強したポリマー含
浸コンクリート(以下、PIC)は、製造時130℃前
後で強制乾燥を行うことから、鋼繊維やステンレス繊維
が主に使用され、熱に弱い有機繊維は熱で劣化するため
実用化には至っていない。例えばビニロン繊維は120
〜130℃でヤケを生ずる。また、これら有機繊維をP
ICの補強材料に使用して薄肉の板に適用する場合、耐
衝撃性や破壊靱性も必要となる。
2. Description of the Related Art From the standpoint of durability of concrete structures and labor saving at construction sites, high strength and high durability embedded molds have been developed. Generally, a buried form is used with a thin thickness, and since high bending strength is required, various fibers and resins are used as a reinforcing material. Steel fiber, glass fiber, carbon fiber and vinylon fiber are used as reinforcing materials for fiber reinforced concrete. On the other hand, polymer-impregnated concrete (hereinafter referred to as PIC) reinforced with short fibers is forcibly dried at about 130 ° C during production, so steel fibers and stainless fibers are mainly used, and organic fibers that are weak to heat are deteriorated by heat. Therefore, it has not been put to practical use. For example, vinylon fiber is 120
Burning occurs at ~ 130 ° C. In addition, these organic fibers are
When used as a reinforcing material for ICs and applied to thin plates, impact resistance and fracture toughness are also required.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、鋼繊維
は錆を発生させて劣化するという問題があり、ステンレ
ス繊維は高価格で、バリが刺さるため取扱いに注意しな
ければならないという問題があった。
However, there is a problem that the steel fiber deteriorates due to generation of rust, and there is a problem that the stainless steel fiber is expensive and must be handled with care due to burrs.

【0004】[0004]

【課題を解決するための手段】本発明は上記に鑑み提案
されたもので、補強繊維として、延伸したポリプロピレ
ン繊維を用いたことを特徴とするポリマー含浸コンクリ
ートに関するものである。
SUMMARY OF THE INVENTION The present invention, which has been proposed in view of the above, relates to a polymer-impregnated concrete comprising drawn polypropylene fibers as reinforcing fibers.

【0005】[0005]

【発明の実施の形態】上記の本発明に用いる延伸したポ
リプロピレン繊維(以下、OPP繊維という)は、一般
のポリプロピレン(PP)混和材と異なり、PPを高倍
率で延伸しているものであって従来のPP混和材に比べ
て繊維単体の強力が約1.5倍あり、耐熱性に優れてい
る。そして、既に市場に提供(市販)されているので、
容易に入手することができる。尚、繊維の太さや長さ、
コンクリート基材への添加量等等については特に限定す
るものではなく、予備試験等により適宜に設定すればよ
い。即ち、本発明は、コンクリート基材に重合触媒を溶
解したモノマーを含浸させ、次いで加熱してモノマーを
重合させ、生成した樹脂とコンクリート基材とが一体化
したポリマー含浸コンクリートにおいて、コンクリート
基材の補強繊維として前記の延伸したポリプロピレン繊
維を使用することを特徴とするポリマー含浸コンクリー
トである。したがって、本発明のポリマー含浸コンクリ
ートは前記した延伸ポリプロピレン繊維を用いる以外の
構成については何ら限定するものではなく、どのような
材料及び構成を採用してもよい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawn polypropylene fiber (hereinafter referred to as OPP fiber) used in the present invention is different from a general polypropylene (PP) admixture, in that PP is drawn at a high magnification. The strength of the fiber alone is about 1.5 times that of the conventional PP admixture, and is excellent in heat resistance. And since it is already provided (marketed) on the market,
It can be easily obtained. In addition, the thickness and length of the fiber,
The amount of addition to the concrete substrate and the like are not particularly limited, and may be appropriately set by a preliminary test or the like. That is, the present invention impregnates a concrete substrate with a monomer in which a polymerization catalyst is dissolved, then polymerizes the monomer by heating, and in a polymer-impregnated concrete in which the produced resin and the concrete substrate are integrated, A polymer-impregnated concrete characterized by using the above-mentioned drawn polypropylene fiber as a reinforcing fiber. Therefore, the structure of the polymer-impregnated concrete of the present invention is not limited at all except for the use of the above-mentioned drawn polypropylene fiber, and any material and structure may be adopted.

【0006】本発明で使用するコンクリート基材に使用
するセメントとは、ポルトランドセメント、混合セメン
ト、スラグセメントなどがある。また、本発明で使用す
るモノマーとは、分子内に二重結合を有し、重合開始剤
によって加熱すると重合する性質を持つ物質である。そ
の具体例としては、ビニル系モノマーが一般的に用いら
れるが、スチレン、アクリロニトリル、アクリル酸及び
メタクリル酸エステル類などでもよく、これらのモノマ
ーを単独若しくは混合して使用することができる。次
に、本発明で使用する重合開始剤とは、加熱によって容
易に結合が切れて、ラジカルを形成する性質のある有機
化合物である。その具体例としては、アゾビスイソブチ
ロニトリル、ジ−t−ブチルペルオキシド、t−ブチル
ヒドロペルオキシド、クメンヒドロペルオキシドなどの
コンクリート基材に非吸着性の重合開始剤を使用するの
が良い。これらの重合開始剤に対し、過酸化ベンゾイ
ル、過酸化ラウリル、メチルエチルケトンペルオキシド
などのコンクリートに吸着性のある過酸化物を併用する
こともできる。重合開始剤の使用量は、通常モノマーに
対して0.1〜5%であり、重合温度にもよるが、1〜
2%で使用することが好ましい。
The cement used for the concrete substrate used in the present invention includes portland cement, mixed cement, slag cement and the like. The monomer used in the present invention is a substance having a double bond in a molecule and having a property of polymerizing when heated by a polymerization initiator. As a specific example, a vinyl monomer is generally used, but styrene, acrylonitrile, acrylic acid, methacrylic acid esters, and the like may be used, and these monomers may be used alone or in combination. Next, the polymerization initiator used in the present invention is an organic compound having a property of easily breaking a bond by heating to form a radical. As a specific example, it is preferable to use a non-adsorbing polymerization initiator such as azobisisobutyronitrile, di-t-butyl peroxide, t-butyl hydroperoxide, cumene hydroperoxide or the like for a concrete substrate. Peroxides such as benzoyl peroxide, lauryl peroxide, and methyl ethyl ketone peroxide that are adsorbable to concrete can be used in combination with these polymerization initiators. The amount of the polymerization initiator to be used is usually 0.1 to 5% with respect to the monomer, and depends on the polymerization temperature.
It is preferred to use 2%.

【0007】本発明においては、重合開始剤を含有した
モノマーをコンクリート基材に含浸させる。その方法
は、まずコンクリートを十分硬化させた後、120〜1
50℃の熱風乾燥機で絶乾状態まで乾燥し、その後室温
まで冷却する。尚、この加熱においても前記OPP繊維
は軟化や熱劣化等を生ずることがない。次にこのコンク
リート基材を真空容器に入れ、真空ポンプでコンクリー
ト基材中のガス成分を脱気する。そして、この真空状態
の容器中のコンクリート基材が全部浸るような量のモノ
マーを注入する。コンクリート基材を覆ったモノマー
は、真空状態のコンクリート基材の気孔部分を浸透して
いき、コンクリート基材の内部まで含浸される。含浸さ
れたコンクリート基材中のモノマーは、加熱することに
よって、予め含有している重合開始剤がラジカルを発生
し、モノマーの二重結合と反応して重合が開始され、更
に他のモノマーとの重合反応により重合が進行する。モ
ノマーは元来沸点が150℃以下の物質が多く、単に空
気中で加熱すると重合以前に蒸発気散してしまい、ポリ
マー化する割合が少ない。この蒸発気散防止のため、本
発明者らは、既に水中や高粘性液体中にモノマーを含浸
したコンクリート基材を浸漬して重合する方法を発明し
ているが、この方法を使用するのが工業的生産に適して
いる。これらの液体の加熱温度は、重合開始剤の種類に
よって変化させるが、通常50〜80℃であることが多
い。また、反応時間は、反応温度や重合開始剤の種類に
よって異なるが、通常数時間である。重合反応が終了し
たポリマー含浸コンクリートは、洗浄や表面仕上げを経
て製品となる。
In the present invention, a concrete substrate is impregnated with a monomer containing a polymerization initiator. The method is to first harden the concrete enough, then
Dry to absolute dryness with a hot air dryer at 50 ° C., then cool to room temperature. The OPP fiber does not soften or degrade due to heat even in this heating. Next, the concrete substrate is put in a vacuum vessel, and gas components in the concrete substrate are degassed by a vacuum pump. Then, a monomer is injected in such an amount that the concrete substrate in the container in the vacuum state is completely immersed. The monomer covering the concrete base material penetrates the pores of the concrete base material in a vacuum state and is impregnated into the inside of the concrete base material. By heating the monomer in the impregnated concrete substrate, the polymerization initiator contained in advance generates radicals, reacts with the double bond of the monomer to initiate polymerization, and further reacts with another monomer. The polymerization proceeds by the polymerization reaction. Many monomers originally have a boiling point of 150 ° C. or less, and if simply heated in the air, they evaporate and diffuse prior to polymerization, so that the rate of polymerization is small. In order to prevent this evaporation, the present inventors have already invented a method of immersing and polymerizing a concrete substrate impregnated with a monomer in water or a highly viscous liquid, but this method is not used. Suitable for industrial production. The heating temperature of these liquids varies depending on the type of polymerization initiator, but is usually 50 to 80 ° C. in many cases. The reaction time varies depending on the reaction temperature and the type of the polymerization initiator, but is usually several hours. The polymer-impregnated concrete after the completion of the polymerization reaction becomes a product after washing and surface finishing.

【0008】このようにして作成される本発明のポリマ
ー含浸コンクリートは、その形状や大きさについても何
ら限定するものではないので、各種の二次製品として提
供することができる。本発明では、OPP繊維を補強繊
維として用いたので、曲げ強度及び衝撃強度が飛躍的に
改善されることが見いだされた。このことは,OPP繊
維自体の物性も勿論深く関与していると考えられるが、
含浸させたポリマーとのなじみにも深く関与しているも
のと考えられる。即ち、OPP繊維もポリマーも有機物
であるため親和性が高く、OPP繊維は含浸させたポリ
マー部分の強度特性や耐久性を向上させているものと考
えられる。そして、特に本発明のポリマー含浸コンクリ
ートは、従来のビニロン繊維のように熱劣化することな
く、しかも鋼繊維のように錆を発生させることがなく、
薄肉でも高強度の材料となるので、高強度且つ高耐久性
が要求される埋設型枠等の二次製品に好適に用いること
ができる。また、埋設型枠として用いた場合には、現場
打ちコンクリートとの付着性にも優れたものとなる。
[0008] The polymer-impregnated concrete of the present invention thus produced is not limited in its shape or size at all, and can be provided as various secondary products. In the present invention, since the OPP fiber is used as the reinforcing fiber, it has been found that the bending strength and the impact strength are dramatically improved. This is thought to be due to the physical properties of the OPP fiber itself.
It is considered that this is deeply involved in the compatibility with the impregnated polymer. That is, it is considered that the OPP fiber and the polymer have high affinity because they are organic substances, and the OPP fiber improves the strength characteristics and durability of the impregnated polymer portion. In particular, the polymer-impregnated concrete of the present invention does not undergo thermal deterioration like conventional vinylon fibers, and does not generate rust like steel fibers,
Even if it is thin, it becomes a high-strength material, so that it can be suitably used for secondary products such as embedded molds that require high strength and high durability. Further, when used as a buried formwork, the adhesiveness to cast-in-place concrete is excellent.

【0009】[0009]

【実施例】【Example】

(供試体の作成)多種の配合と繊維により試験練りとし
て、4×4×16cmの型枠に計6本の供試体を作製し
た。これを20℃,1時間の前置き後、60℃で3時間
の養生を行った。各繊維における配合が決定したら、9
00mm×450mm×12mm×6枚の型枠により縦
打設を行った。これを各種試験の供試体寸法に合わせて
ダイヤモンドカッターにより切断し,PIC作業を行っ
た。尚、使用した原材料については表1に、各供試体の
配合及び配合単価については表2〜6に示した。
(Preparation of Specimens) A total of six specimens were prepared in a 4 × 4 × 16 cm formwork as a test kneading with various kinds of blends and fibers. This was placed at 20 ° C. for 1 hour, and then cured at 60 ° C. for 3 hours. Once the composition of each fiber is determined, 9
Vertical setting was performed using a mold of 00 mm × 450 mm × 12 mm × 6 sheets. This was cut by a diamond cutter in accordance with the test specimen size of various tests, and PIC work was performed. Table 1 shows the raw materials used, and Tables 2 to 6 show the composition and unit price of each specimen.

【0010】[0010]

【表1】 [Table 1]

【0011】[0011]

【表2】 [Table 2]

【表3】 [Table 3]

【表4】 [Table 4]

【表5】 [Table 5]

【表6】 [Table 6]

【0012】(PIC化条件)各種供試体に関してモノ
マー(メタクリル酸メチル)を一定の条件にて含浸・重
合させ、曲げ試験に臨んだ。PIC化の条件を以下に示
す。 乾燥:試験体を120℃の乾燥炉に24時間入れて乾燥
させる作業。 脱気:試験体を密封した容器内に入れ、20mmHg以
下で約1時間真空状態にする作業。 含浸:モノマーを注入して1.5時間しみ込ませる作
業。 重合:70℃の水ガラスに2.5時間漬けておく作業。
(Conditions for forming PIC) A monomer (methyl methacrylate) was impregnated and polymerized under a certain condition with respect to various specimens, and a bending test was conducted. The conditions for PIC conversion are shown below. Drying: An operation of placing a test specimen in a drying oven at 120 ° C. for 24 hours to dry it. Degassing: A work in which a test body is placed in a sealed container and a vacuum is applied at 20 mmHg or less for about 1 hour. Impregnation: Injecting monomer and immersing for 1.5 hours. Polymerization: An operation of immersing in water glass at 70 ° C. for 2.5 hours.

【0013】(力学的性質の測定)表7に示した配合に
てコンクリート基材を作製し、前記条件にてPIC化し
て得た本発明の実施例であるポリマー含浸コンクリート
製ボードの各種試験を行った結果を表8に示した。
(Measurement of Mechanical Properties) Various tests were performed on a concrete-impregnated concrete board according to an embodiment of the present invention obtained by preparing a concrete base material having the composition shown in Table 7 and forming a PIC under the above conditions. The results are shown in Table 8.

【0014】[0014]

【表7】 [Table 7]

【0015】[0015]

【表8】 [Table 8]

【0016】以上本発明を実施例に基づいて説明した
が、本発明は前記した実施例に限定されるものではな
く、特許請求の範囲に記載した構成を変更しない限りど
のようにでも実施することができる。
Although the present invention has been described based on the embodiments, the present invention is not limited to the above-described embodiments, and may be implemented in any manner unless the configuration described in the claims is changed. Can be.

【0017】[0017]

【発明の効果】以上要するに本発明のポリマー含浸コン
クリートは、補強繊維として強度及び耐熱性に優れた延
伸ポリプロピレン繊維を用いたので、鋼繊維等を用いる
場合に比べて低価格で製品を作製することができ、錆等
を生ずることもない。そして、延伸ポリプロピレン繊維
は、含浸したポリマー部分の曲げ強度や衝撃強度を向上
するため、例えば高強度で高耐久性が求められる埋設型
枠等の用途に好適に利用できるものとなる。
As described above, the polymer-impregnated concrete of the present invention uses a drawn polypropylene fiber having excellent strength and heat resistance as a reinforcing fiber, so that a product can be manufactured at a lower price than when steel fiber or the like is used. And no rust. The drawn polypropylene fiber improves the bending strength and impact strength of the impregnated polymer portion, and thus can be suitably used for applications such as embedded molds that require high strength and high durability.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 補強繊維として、延伸したポリプロピレ
ン繊維を用いたことを特徴とするポリマー含浸コンクリ
ート。
1. A polymer-impregnated concrete comprising drawn polypropylene fibers as reinforcing fibers.
JP9925897A 1997-04-16 1997-04-16 Polymer impregnated concrete Pending JPH10291874A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9925897A JPH10291874A (en) 1997-04-16 1997-04-16 Polymer impregnated concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9925897A JPH10291874A (en) 1997-04-16 1997-04-16 Polymer impregnated concrete

Publications (1)

Publication Number Publication Date
JPH10291874A true JPH10291874A (en) 1998-11-04

Family

ID=14242698

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9925897A Pending JPH10291874A (en) 1997-04-16 1997-04-16 Polymer impregnated concrete

Country Status (1)

Country Link
JP (1) JPH10291874A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030047069A (en) * 2001-12-07 2003-06-18 한천구 Method of producing for spalling resistance of high performance concrete and high performance concrete using that method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030047069A (en) * 2001-12-07 2003-06-18 한천구 Method of producing for spalling resistance of high performance concrete and high performance concrete using that method

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