JP2743282B2 - Composition for resin concrete - Google Patents

Composition for resin concrete

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Publication number
JP2743282B2
JP2743282B2 JP10908589A JP10908589A JP2743282B2 JP 2743282 B2 JP2743282 B2 JP 2743282B2 JP 10908589 A JP10908589 A JP 10908589A JP 10908589 A JP10908589 A JP 10908589A JP 2743282 B2 JP2743282 B2 JP 2743282B2
Authority
JP
Japan
Prior art keywords
weight
composition
parts
resin
added
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP10908589A
Other languages
Japanese (ja)
Other versions
JPH02292312A (en
Inventor
偉夫 小西
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.)
Mitsubishi Rayon Co Ltd
Original Assignee
Mitsubishi Rayon Co Ltd
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Priority to JP10908589A priority Critical patent/JP2743282B2/en
Publication of JPH02292312A publication Critical patent/JPH02292312A/en
Application granted granted Critical
Publication of JP2743282B2 publication Critical patent/JP2743282B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Polymerisation Methods In General (AREA)
  • Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
  • Macromonomer-Based Addition Polymer (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は少くとも1種のメタクリル酸エステルモノマ
ー、ポリブタジエン誘導体、熱可塑性樹脂と可塑剤から
なる樹脂溶液と骨材からなる樹脂コンクリート組成物に
関するもので、特に低収縮で強靭性に優れた樹脂コンク
リートとなし得る組成物に関するものである。
The present invention relates to a resin concrete composition comprising at least one methacrylate monomer, a polybutadiene derivative, a resin solution comprising a thermoplastic resin and a plasticizer, and an aggregate. In particular, the present invention relates to a composition which can be formed into a resin concrete having low shrinkage and excellent toughness.

〔従来の技術〕[Conventional technology]

2液反応硬化タイプの樹脂を使用したコンクリートと
して、現在エポキシ樹脂系、ポリエステル樹脂系、(メ
タ)アクリル樹脂系、ポリウレタン樹脂系等が知られて
いる。
As concrete using a two-component reaction-curable resin, epoxy resin, polyester resin, (meth) acrylic resin, polyurethane resin, and the like are currently known.

これらの樹脂コンクリートは、ポルトランドセメント
コンクリートに比べて速硬化性で、強度、耐摩耗性、耐
薬品性等に優れており、屋内の床コーティングや道路舗
装材或いは各種成型品等として使用されている。
These resin concretes are faster setting than portland cement concrete, and have excellent strength, abrasion resistance, chemical resistance, etc., and are used as indoor floor coatings, road pavement materials, or various molded products. .

特に(メタ)アクリル樹脂系コンクリート組成物は低
粘度で低温硬化性であり、速硬化性であるという特長か
ら最近、色々な用途に使用されて来た。
In particular, (meth) acrylic resin-based concrete compositions have recently been used in various applications because of their low viscosity, low-temperature curability, and rapid curability.

しかし、従来開発されてきた(メタ)アクリル樹脂系
コンクリート組成物は、メタクリル酸メチルを主体とし
たものであり、その硬化物は強度の高い硬化物となし得
るが、その耐衝撃性が弱く、硬化収縮も大きい等の問題
があり、これらを道路舗装材に使用した場合、樹脂コン
クリートにクラックの発生や下地からの剥離等が起ると
いう問題が生じ易かった。
However, the conventionally developed (meth) acrylic resin-based concrete composition is mainly composed of methyl methacrylate, and the cured product can be a cured product having high strength, but its impact resistance is weak, There is a problem such as a large curing shrinkage, and when these are used for road pavement materials, problems such as cracks occurring in the resin concrete and peeling from the ground are likely to occur.

本発明はこうした欠点を改良した低収縮で強靭性の樹
脂コンクリートを提供するものである。
The present invention provides a low-shrinkage and tough resin concrete in which these disadvantages are improved.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

本発明の目的とするところは低収縮で強靭性を有する
樹脂コンクリートを形成しうる組成物を提供することに
ある。
An object of the present invention is to provide a composition capable of forming a resin concrete having low shrinkage and toughness.

〔問題点を解決するための手段〕[Means for solving the problem]

本発明の要旨とするところは、下記〔I〕からなる樹
脂と骨材とを〔II〕の配合比率で混合して、低収縮で強
靭性のある樹脂コンクリート用組成物を得ることにあ
る。
The gist of the present invention is to obtain a resin concrete composition having low shrinkage and toughness by mixing a resin composed of the following [I] and an aggregate at a compounding ratio of [II].

〔I〕樹脂組成物 (1) アルキル基の炭素数が1〜12であるメタアクリ
ル酸アルキルエステルから選ばれる少なくとも1種 20
〜84重量% (2) 1,2−ポリブタジエン誘導体 6〜30重量% (3) (1)のメタアクリル酸アルキルエステルに可
溶又は膨潤する熱可塑性ポリマー 10〜35重量% (4) 可塑剤 0〜15重量% 本発明に用いられるメタクリル酸アルキルエステル
(1)は樹脂組成物〔I〕中に20〜84重量%、好ましく
は30〜50重量%なる割合で含まれていることが必要であ
り、その含有量が20重量%未満の組成物はその作業性が
悪く、一方、該化合物を84重量%以上含む樹脂組成物
は、その硬化性の面で好ましくない。
[I] Resin composition (1) At least one selected from alkyl methacrylates having 1 to 12 carbon atoms in the alkyl group.
To 84% by weight (2) 1,2-polybutadiene derivative 6 to 30% by weight (3) Thermoplastic polymer soluble or swellable in (1) alkyl methacrylate 10 to 35% by weight (4) Plasticizer 0 -15% by weight The alkyl methacrylate (1) used in the present invention must be contained in the resin composition [I] in a proportion of 20-84% by weight, preferably 30-50% by weight. A composition having a content of less than 20% by weight has poor workability, while a resin composition containing the compound in an amount of 84% by weight or more is not preferred in terms of its curability.

メタクリル酸アルキルエステルの具体例としては、メ
タクリル酸メチル、メタクリル酸エチル、メタクリル酸
n−ブチル、メタクリル酸i−ブチル、メタクリル酸t
−ブチル、メタクリル酸2−エチルヘキシル、メタクリ
ル酸ラウリル等が挙げられ、単独又はこれらの混合物で
使用される。
Specific examples of the alkyl methacrylate include methyl methacrylate, ethyl methacrylate, n-butyl methacrylate, i-butyl methacrylate, and t-methacrylate.
-Butyl, 2-ethylhexyl methacrylate, lauryl methacrylate, and the like, and used alone or in a mixture thereof.

又本発明では必要に応じて上記メタクリル酸アルキル
エステル以外のビニル単量体例えばスチレン、ビニルト
ルエン等の芳香族系単量体、アクリロニトリル等のシア
ン化ビニル単量体、2−エチルヘキシルアクリレート等
のアクリル酸エステル等を本発明の組成物の特性を低下
させない範囲で添加することが出来る。
In the present invention, if necessary, vinyl monomers other than the above-mentioned methacrylic acid alkyl ester, for example, aromatic monomers such as styrene and vinyl toluene, vinyl cyanide monomers such as acrylonitrile, and acrylics such as 2-ethylhexyl acrylate. Acid esters and the like can be added in a range that does not deteriorate the properties of the composition of the present invention.

本発明の組成物より作られた樹脂コンクリートの硬化
収縮の低減と強靭性の向上のため、樹脂組成物〔I〕中
に末端に二重結合を有する1,2−ポリブタジエン誘導体
を6〜30重量%を含ませることが必要であり、この添加
量が6重量%以下の樹脂組成物を用いた組成物より作っ
たコンクリートはその強靭性が不十分となり、硬化収縮
も大きくなる。また、1,2−ポリブタジエン誘導体の添
加量が30重量%以上の樹脂組成物より作られた樹脂コン
クリート用組成物は粘度が高くなり作業性が悪くなった
り、硬化性が低下してくるので好ましくない。
In order to reduce the curing shrinkage and improve the toughness of the resin concrete made from the composition of the present invention, the resin composition [I] contains a 1,2-polybutadiene derivative having a double bond at a terminal in an amount of 6 to 30% by weight. %, And concrete made from a composition using a resin composition having an addition amount of 6% by weight or less has insufficient toughness and large hardening shrinkage. In addition, a composition for resin concrete made from a resin composition in which the amount of the 1,2-polybutadiene derivative added is 30% by weight or more is preferable because viscosity increases, workability deteriorates, and curability decreases. Absent.

末端に二重結合を有する1,2−ポリブタジエン誘導体
の具体例としては、1,2−ポリブタジエンの末端にアク
リル基やメタクリル基を導入したもの(例えば日本ソー
ダ製:TEA−1000、TE−2000など)、マレイン酸を付加し
たもの、或いはこれらの分子中1,2−ポリブタジエンの
有する不飽和二重結合の一部を水素添加したものなどが
あげられ、単独又は混合物で用いられる。又低温物性の
改良やゴム弾性付与などを目的として必要に応じて1,4
−ポリブタジエン誘導体も添加することが出来る。
Specific examples of 1,2-polybutadiene derivatives having a double bond at the terminal include those in which an acryl group or a methacryl group is introduced at the terminal of 1,2-polybutadiene (for example, TEA-1000, TE-2000, etc., manufactured by Nippon Soda). ), Maleic acid added, or those obtained by hydrogenating a part of unsaturated double bonds of 1,2-polybutadiene in these molecules, etc., and used alone or as a mixture. Also, if necessary, improve the low-temperature properties and give rubber elasticity.
-Polybutadiene derivatives can also be added.

本発明に用いられる樹脂組成物〔I〕には、樹脂コン
クリートの硬化収縮の低減、硬化性の向上、物性改良等
を目的にメタクリル酸アルキルエステルに溶解又は膨潤
する熱可塑性ポリマーを配合する。
The resin composition [I] used in the present invention contains a thermoplastic polymer that dissolves or swells in the alkyl methacrylate for the purpose of reducing curing shrinkage of resin concrete, improving curability, improving physical properties, and the like.

この熱可塑性ポリマーとしては、ビニル単量体単独重
合体又はこれらの共重合体が主として用いられる。又必
要に応じて他の熱可塑性樹脂も使用できる。ビニル単量
体の具体例としては、(メタ)アクリル酸アルキルエス
テル、芳香族ビニル、シアン化ビニル、酢酸ビニル等が
あげられる。
As the thermoplastic polymer, a vinyl monomer homopolymer or a copolymer thereof is mainly used. Further, other thermoplastic resins can be used if necessary. Specific examples of the vinyl monomer include (meth) acrylic acid alkyl ester, aromatic vinyl, vinyl cyanide, vinyl acetate and the like.

又、樹脂コンクリートを作成する場合のこれら熱可塑
性ポリマーの配合方法としては、熱可塑性ポリマーをメ
タクリル酸アルキルエステルに溶解して樹脂組成物
〔I〕とした後に骨材と混練する場合と、熱可塑性ポリ
マーの一部又は全部を予め混合する骨材の方に均一混合
した後、この熱可塑性ポリマーを含まない樹脂溶液
〔I〕と混練する方法の2通りを用いることができる。
In addition, as a method of compounding these thermoplastic polymers when preparing a resin concrete, a thermoplastic polymer is dissolved in an alkyl methacrylate to form a resin composition [I] and then kneaded with an aggregate. After uniformly or partially mixing all or a part of the polymer with the aggregate to be mixed in advance, kneading with the resin solution [I] containing no thermoplastic polymer can be used.

後者は樹脂組成物〔I〕の粘度が高くなり過ぎ塗工作
業性が悪くなる場合や、樹脂溶液〔I〕の相溶性に問題
がある場合に利用するとこれらの不都合を解消できる。
If the latter is used when the viscosity of the resin composition [I] becomes too high and the coating workability deteriorates, or when there is a problem in the compatibility of the resin solution [I], these disadvantages can be solved.

又本発明の樹脂コンクリート用組成物の硬化時のクラ
ック防止や硬化収縮緩和等の目的で樹脂組成物〔I〕中
に0〜15重量%、好ましくは5〜10重量%の可塑剤を添
加するのがよい。添加量が15重量%を越えると樹脂コン
クリート用組成物よりの硬化物はその強度低下、可塑剤
の浸出、硬化性低下等が生じ易くなるので好ましくな
い。
Further, a plasticizer of 0 to 15% by weight, preferably 5 to 10% by weight is added to the resin composition [I] for the purpose of preventing cracks during curing of the composition for resin concrete of the present invention and relaxing cure shrinkage. Is good. If the amount exceeds 15% by weight, the cured product of the resin concrete composition is not preferred because the strength, the leaching of the plasticizer, the curability and the like are liable to occur.

可塑剤の具体例としては、ジブチルフタレート、ジ2
−エチルヘキシルフタレート、ジイソデシルフタレート
等のフタル酸エステル類、ジ2−エチルヘキシルアジペ
ート、オクチルアジペート等のアジピン酸エステル類、
ジブチルセバケート、ジ2−エチルヘキシルセバケート
等のセバシン酸エステル類、ジ2−エチルヘキシルアゼ
レート、オクチルアゼレート等のアゼライン酸エステル
類等の2塩基性脂肪酸エステル類、パラフィンワック
ス、塩素化パラフィン等のパラフィンワックス類、ポリ
エチレングリコール、ポリプロピレングリコール等のグ
リコール類、エポキシ化大豆油、エポキシ化アマニ油等
のエポキシ化高分子可塑剤、トリオクチルホスフェー
ト、トリフェニルフォスフェート等の燐酸エステル類、
トリオクチルホスファイト、トリフェニルフォスファイ
ト等の亜燐酸エステル類、アジピン酸1,3ブチレングリ
コール系等のポリエステル類等があげられ、単独又は混
合物で用いられる。
Specific examples of the plasticizer include dibutyl phthalate, di2
Phthalic acid esters such as -ethylhexyl phthalate and diisodecyl phthalate; adipic acid esters such as di-2-ethylhexyl adipate and octyl adipate;
Dibasic acid esters such as dibutyl sebacate, di-ethylhexyl sebacate, etc., dibasic fatty acid esters such as azelaic acid esters such as di-2-ethylhexyl azelate, octyl azelate, paraffin wax, chlorinated paraffin, etc. Glycols such as paraffin wax, polyethylene glycol and polypropylene glycol, epoxidized soybean oil, epoxidized polymer plasticizers such as epoxidized linseed oil, trioctyl phosphate, phosphate esters such as triphenyl phosphate,
Examples thereof include phosphites such as trioctyl phosphite and triphenyl phosphite, and polyesters such as 1,3-butylene glycol adipate and the like, and used alone or as a mixture.

又樹脂組成物〔I〕には樹脂コンクリートの硬化性、
耐溶剤性、物性改良等のために1分子中に少くとも2個
の不飽和結合を有する架橋剤を添加することが出来る。
In addition, the resin composition [I] has curability of resin concrete,
A crosslinking agent having at least two unsaturated bonds in one molecule can be added for improving solvent resistance and physical properties.

架橋剤の具体例としては、エチレングリコールジ(メ
タ)アクリレート、1,3−ブチレンジ(メタ)アクリレ
ート等のアルカンジオールジ(メタ)アクリレート、ジ
エチレングリコールジ(メタ)アクリレート、ジプロピ
レングリコールジ(メタ)アクリレート等のポリオキシ
アルキレングリコールジ(メタ)アクリレート、ジアリ
ルフタレート、トリアリルシアヌレート、トリメチロー
ルプロパントリ(メタ)アクリレート、多価アルコール
の(メタ)アクリル酸の部分エステル、エポキシ(メ
タ)アクリレート、ウレタン(メタ)アクリレート、不
飽和ポリエステル等があげられる。
Specific examples of the crosslinking agent include alkanediol di (meth) acrylates such as ethylene glycol di (meth) acrylate and 1,3-butylene di (meth) acrylate, diethylene glycol di (meth) acrylate, and dipropylene glycol di (meth) acrylate. Polyoxyalkylene glycol di (meth) acrylate, diallyl phthalate, triallyl cyanurate, trimethylolpropane tri (meth) acrylate, partial ester of polyhydric alcohol (meth) acrylic acid, epoxy (meth) acrylate, urethane ( (Meth) acrylates and unsaturated polyesters.

更に樹脂組成物〔I〕の中に2−ヒドロキシベンゾフ
ェノール誘導体、ベンゾトリアゾール誘導体等、紫外線
吸収剤を添加することが出来る。
Further, an ultraviolet absorber such as a 2-hydroxybenzophenol derivative and a benzotriazole derivative can be added to the resin composition [I].

又樹脂コンクリートの強度を向上させる目的でγ−メ
タクリロキシプロピルトリメトキシシラン等のシランカ
ップリング剤も添加できる。
Further, a silane coupling agent such as γ-methacryloxypropyltrimethoxysilane can be added for the purpose of improving the strength of the resin concrete.

樹脂組成物〔I〕は5〜30重量%の範囲で用いられ、
使用する骨材の種類、粒径や配合及び施工厚さによりそ
の使用量を調節するのがよく、通常8〜20重量%で使用
される。又、この樹脂組成物〔I〕と組合せる骨材は特
に限定されたものではなく、目的に応じて任意に選択す
ることが出来る。
The resin composition [I] is used in a range of 5 to 30% by weight,
The amount of the aggregate to be used is preferably adjusted according to the type, particle size, composition and construction thickness of the aggregate to be used, and it is usually used at 8 to 20% by weight. The aggregate to be combined with the resin composition [I] is not particularly limited, and can be arbitrarily selected according to the purpose.

具体例としては、砂利、硅砂、石英粉、重炭酸カルシ
ウム、タルク、マイカ、アルミナ粉、ガラスビーズ、陶
磁器粉、鉱石、金属、スラグ等の粉又は粉状物が挙げら
れる。
Specific examples include powder or powder such as gravel, silica sand, quartz powder, calcium bicarbonate, talc, mica, alumina powder, glass beads, ceramic powder, ore, metal, and slag.

樹脂コンクリート用組成物中の骨材は95〜70重量%の
範囲で用られ、使用する骨材の種類、粒径や配合又は施
工厚さにより変わるが、通常80〜92重量%で使用され
る。
Aggregate in the resin concrete composition is used in the range of 95 to 70% by weight, and varies depending on the type, particle size, composition or construction thickness of the aggregate used, but is usually used in the range of 80 to 92% by weight. .

又本発明では、目的に応じてガラス繊維、カーボン繊
維、ナイロン繊維、ポリエステル繊維、アクリル繊維、
金属繊維等の繊維状物を添加することもできる。
In the present invention, according to the purpose, glass fiber, carbon fiber, nylon fiber, polyester fiber, acrylic fiber,
A fibrous material such as a metal fiber can also be added.

又本発明では、目的に応じてアエロジル等の揺変性付
与剤や、染料、顔料等の着色剤等の添加剤を加えても良
い。
In the present invention, additives such as a thixotropic agent such as aerosil and a coloring agent such as a dye and a pigment may be added according to the purpose.

本発明の樹脂コンクリート配合物を硬化させるため
に、公知のラジカル重合触媒が使用される。このラジカ
ル重合触媒の添加量は、通常樹脂組成物〔I〕100重量
%に対して0.5〜5.0重量%である。
Known radical polymerization catalysts are used to cure the resin concrete composition of the present invention. The amount of the radical polymerization catalyst is usually 0.5 to 5.0% by weight based on 100% by weight of the resin composition [I].

触媒の具体例としては、例えばベンゾイルパーオキシ
ド、アゾビスイソブチルニトリル等で代表される熱分解
型ラジカル重合触媒やベンゾイルパーオキシドと第3級
アミン、メチルエチルケトンパーオキシドとナフテン酸
コバルト等で代表されるレドックス触媒が挙げられる。
Specific examples of the catalyst include, for example, a pyrolytic radical polymerization catalyst represented by benzoyl peroxide, azobisisobutylnitrile and the like, and a redox represented by benzoyl peroxide and tertiary amine, methyl ethyl ketone peroxide and cobalt naphthenate, and the like. Catalysts.

又この樹脂コンクリートを空気中で硬化させる場合に
は、表面硬化性を良くする目的で本発明の樹脂組成物
〔I〕にワックスやステアリン酸等の高級脂肪酸を添加
することが出来る。
When the resin concrete is cured in the air, a wax or a higher fatty acid such as stearic acid can be added to the resin composition [I] of the present invention for the purpose of improving the surface curability.

次に本発明を実施例及び比較例により更に詳しく説明
する。
Next, the present invention will be described in more detail with reference to Examples and Comparative Examples.

(実施例1) メタクリル酸メチル38重量部にTEA−1000(日本曹達
製ポリブタジエン誘導体)を12重量部、トヨパラックス
A50(東ソー製塩素化パラフィン)を15重量部、ジメチ
ルパラトルイジン1重量部を加えて室温で混合溶解した
後、撹拌しながらパラフィン115(日本製蝋製パラフィ
ンワックス)1重量部とメタクリル酸イソブチルの重合
体(三菱レイヨン製、数平均分子量55,000)を35重量部
を加え、40℃で2時間溶解して組成物(1−A)を得
た。
Example 1 To 38 parts by weight of methyl methacrylate, 12 parts by weight of TEA-1000 (a polybutadiene derivative manufactured by Nippon Soda) and Toyoparax
15 parts by weight of A50 (chlorinated paraffin manufactured by Tosoh) and 1 part by weight of dimethyl paratoluidine were added and mixed and dissolved at room temperature. Then, 1 part by weight of paraffin 115 (paraffin wax made by wax made in Japan) and isobutyl methacrylate were added with stirring. 35 parts by weight of a polymer (manufactured by Mitsubishi Rayon, number average molecular weight: 55,000) was added and dissolved at 40 ° C. for 2 hours to obtain a composition (1-A).

組成物(1−A)100重量部にB−CH50(化薬ヌーリ
ー製、50%ベンゾイルパーオキサイド)2%を加え溶解
し、脱泡して3m/m厚のガラスセル中で室温硬化させ、JI
S K6301に準じて20℃で物性を測定した結果、引張強度8
0kg/cm2、伸度1%の硬化物が得られた。
To 100 parts by weight of the composition (1-A), 2% of B-CH50 (manufactured by Kayaku Nouri, 50% benzoyl peroxide) was added and dissolved, defoamed, and cured at room temperature in a 3 m / m thick glass cell. JI
Physical properties were measured at 20 ° C according to S K6301.
A cured product having 0 kg / cm 2 and an elongation of 1% was obtained.

メタクリル酸メチル38重量部にTEA−1000を12重量
部、トヨパラックスA50を15重量部、ジメチルパラトル
イジン1重量部、パラフィン115を1重量部加えて40℃
で2時間溶解して組成物(1−B)を得た。
12 parts by weight of TEA-1000, 15 parts by weight of Toyoparax A50, 1 part by weight of dimethyl paratoluidine, and 1 part by weight of paraffin 115 were added to 38 parts by weight of methyl methacrylate, and 40 ° C.
For 2 hours to obtain a composition (1-B).

組成物(1−B)の8.5重量部にB−CH50の0.26重量
部を加えて溶解後、直ちにメタクリル酸イソブチルの重
合体(粉状)4.5重量部、硅砂8号25重量部、硅砂5号2
5重量部、硅砂3号37重合部を均一に混合した配合物に
加えて練り混ぜ、型枠(4cm×4cm×16cm)に流し込み室
温で硬化させ20℃での圧縮強度と曲げ強度を測定した結
果、各々650kg/cm2と210kg/cm2であった。
After adding and dissolving 0.26 parts by weight of B-CH50 to 8.5 parts by weight of the composition (1-B), 4.5 parts by weight of a polymer (powder) of isobutyl methacrylate, 25 parts by weight of silica sand 8, 25 parts by weight of silica sand Two
5 parts by weight, a mixture of 37 parts of silica sand No. 37 was uniformly mixed and kneaded. The mixture was poured into a mold (4 cm × 4 cm × 16 cm), cured at room temperature, and measured for compressive strength and flexural strength at 20 ° C. results were respectively 650 kg / cm 2 and 210 kg / cm 2.

又同一条件で配合した混合物を離型剤を塗布した樋状
物(長さ2m、深さ3cm)に流し込み、20℃での硬化前後
の線収縮率を測定した結果0.04%であった。
The mixture blended under the same conditions was poured into a gutter (length: 2 m, depth: 3 cm) coated with a release agent, and the linear shrinkage before and after curing at 20 ° C. was measured to be 0.04%.

又組成物(1−B)の13重量部にB−CH50の0.4重量
部を加えて溶解後、直ちにメタクリル酸イソブチルの重
合体7重量部、硅砂8号20重量部、硅砂6号20重量部、
硅砂5号40重量部を均一に混合した配合物に加えて練り
混ぜ、厚み10m/mの型に入れ硬化させ板状硬化物(1−
C)を得た。
To 13 parts by weight of the composition (1-B), 0.4 part by weight of B-CH50 was added and dissolved, and immediately thereafter, 7 parts by weight of an isobutyl methacrylate polymer, 20 parts by weight of silica sand 8, and 20 parts by weight of silica sand 6 were added. ,
Add 40 parts by weight of silica sand No. 5 to the uniformly mixed composition, knead the mixture, put it in a mold of 10 m / m thickness and cure it.
C) was obtained.

この板状硬化物(1−C)を20℃でデュポン式耐衝撃
試験機で評価した結果、荷重1kgで30cm高さ、40cm高さ
ともクラック、ワレは発生しなかった。
This plate-shaped cured product (1-C) was evaluated at 20 ° C. using a DuPont impact tester. As a result, cracks and cracks did not occur at a height of 30 cm or 40 cm under a load of 1 kg.

以上の結果を表−1、2に記載した。 The above results are shown in Tables 1 and 2.

(実施例2〜4) 表−1に示した如き組成の樹脂コンクリート用組成物
を作り実施例1と同様な方法で実施し、評価した結果を
表−1、2に示した。
(Examples 2 to 4) Compositions for resin concrete having the compositions shown in Table 1 were prepared and implemented in the same manner as in Example 1, and the evaluation results were shown in Tables 1 and 2.

(比較例1) メタクリル酸メチル65重量部にTEA−1000(日本曹達
製ポリブタジエン誘導体)を5重量部、ジオクチルフタ
レート(DOP)を15重量部、ジメチルパラトルイジンを
1重量部を加えて室温で混合溶解した後、撹拌しながら
パラフィン115(日本精蝋製パラフィンワックス)を1
重量部とメタクリル酸メチルポリマー(三菱レイヨン
製、数平均分子量40,000)を15重量部を加え40℃で2時
間溶解して組成物(1−A)を得た。
Comparative Example 1 5 parts by weight of TEA-1000 (a polybutadiene derivative manufactured by Nippon Soda), 15 parts by weight of dioctyl phthalate (DOP), and 1 part by weight of dimethyl paratoluidine were added to 65 parts by weight of methyl methacrylate and mixed at room temperature. After dissolving, add 1 paraffin 115 (paraffin wax made by Nippon Seiro) with stirring.
15 parts by weight of methyl methacrylate polymer (manufactured by Mitsubishi Rayon Co., Ltd., number average molecular weight 40,000) was added and dissolved at 40 ° C. for 2 hours to obtain a composition (1-A).

組成物(1−A)100重量部にB−CH50を加えて溶解
脱泡して3m/m厚のガラスセル中で室温硬化させ、JIS K
6301に準じて20℃での物性を測定した結果、引張強度32
0kg/cm2、伸度5%の硬化物が得られた。
B-CH50 was added to 100 parts by weight of the composition (1-A), dissolved and deaerated, and cured at room temperature in a glass cell having a thickness of 3 m / m.
As a result of measuring the physical properties at 20 ° C according to 6301, the tensile strength was 32.
A cured product having 0 kg / cm 2 and an elongation of 5% was obtained.

組成物(1−A)の13重量部にB−CH50の0.26重量部
を加えて溶解した後、直ちに硅砂8号32重量部、硅砂5
号25重量部、硅砂3号30重量部を均一に混合した中に加
えて練り混ぜ、型枠(4cm×4cm×16cm)に流し込み室温
で硬化させ、20℃での圧縮強度と曲げ強度を測定した結
果、各々990kg/cm2と340kg/cm2であった。
To 13 parts by weight of the composition (1-A) was added and dissolved 0.26 parts by weight of B-CH50, and immediately 32 parts by weight of silica sand No. 8 and 5 parts of silica sand
No. 25 parts by weight, Silica sand No. 3 30 parts by weight are added and mixed, then mixed and poured into a mold (4 cm x 4 cm x 16 cm), cured at room temperature, and measured for compressive strength and bending strength at 20 ° C. As a result, they were 990 kg / cm 2 and 340 kg / cm 2 , respectively.

又同一条件で配合した混合物を離型剤を塗布した樋状
物(長さ2m、深さ3cm)に流し込み、20℃での硬化前後
の線収縮率を測定した結果0.40%であった。
The mixture blended under the same conditions was poured into a gutter (length: 2 m, depth: 3 cm) coated with a release agent, and the linear shrinkage before and after curing at 20 ° C. was measured to be 0.40%.

組成物(1−A)の20重量部にB−CH50の0.4重量部
を加えて溶解した後、直ちに硅砂8号20重量部、硅砂6
号20重量部、硅砂5号40重量部を均一に混合した配合物
に加えて練り混ぜ、厚み10m/mの型に入れ硬化させて板
状硬化物(−B)を得た。
20 parts by weight of the composition (1-A) was dissolved by adding 0.4 parts by weight of B-CH50, and immediately, 20 parts by weight of silica sand No. 8 and 6 parts by weight of silica sand
No. 20 parts by weight and Silica Sand No. 5 40 parts by weight were added to a uniformly mixed composition, kneaded, and placed in a mold having a thickness of 10 m / m to cure to obtain a plate-like cured product (-B).

この板状硬化物(−B)を20℃デュポン式耐衝撃試
験機で評価した結果、荷重1kgで高さ30cmではクラッ
ク、ワレは発生しなかったが、高さが40cmになるとワレ
が発生した。
This plate-shaped cured product (-B) was evaluated with a 20 ° C. DuPont impact tester. As a result, no cracks or cracks occurred at a load of 1 kg and a height of 30 cm, but cracks occurred at a height of 40 cm. .

以上の結果を表−1、2に記載する。 The above results are shown in Tables 1 and 2.

(比較例2〜4) 又表−1、2に記載したコンクリート用樹脂組成物を
上記比較例1と同様な方法で硬化し評価した結果を表−
1、2に示した。
(Comparative Examples 2 to 4) Further, the results of curing and evaluating the resin compositions for concrete described in Tables 1 and 2 in the same manner as in Comparative Example 1 are shown in Table 1.
1 and 2.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI // C04B 111:34 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 6 Identification code FI // C04B 111: 34

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】下記樹脂組成物〔I〕5〜30重量%と骨材
〔II〕95〜70重量%とよりなる樹脂コンクリート組成
物。 樹脂組成物〔I〕 (1) 炭素数1〜12個のアルキル基を有するメタクリ
ル酸アルキルエステルの少なくとも1種 20〜84重量% (2) 1,2−ポリブタジエン誘導体 6〜30重量% (3) (1)のメタクリル酸アルキルエステルに可溶
性ないし膨潤性の熱可塑性ポリマー 10〜35重量% (4) 可塑剤 0〜15重量%
1. A resin concrete composition comprising 5 to 30% by weight of the following resin composition [I] and 95 to 70% by weight of aggregate [II]. Resin composition [I] (1) At least one alkyl methacrylate having an alkyl group having 1 to 12 carbon atoms 20 to 84% by weight (2) 1,2-Polybutadiene derivative 6 to 30% by weight (3) (1) 10 to 35% by weight of a thermoplastic polymer soluble or swellable in the alkyl methacrylate (4) 0 to 15% by weight of a plasticizer
JP10908589A 1989-05-01 1989-05-01 Composition for resin concrete Expired - Fee Related JP2743282B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10908589A JP2743282B2 (en) 1989-05-01 1989-05-01 Composition for resin concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10908589A JP2743282B2 (en) 1989-05-01 1989-05-01 Composition for resin concrete

Publications (2)

Publication Number Publication Date
JPH02292312A JPH02292312A (en) 1990-12-03
JP2743282B2 true JP2743282B2 (en) 1998-04-22

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ID=14501216

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Country Status (1)

Country Link
JP (1) JP2743282B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3847388B2 (en) * 1996-11-14 2006-11-22 株式会社日本触媒 (Meth) acrylic resin composition and composition for artificial marble containing the same
KR100911974B1 (en) * 2008-06-10 2009-08-13 장수관 Crack repair agent composition for construction and engineering structure and method of construction for repairing crack

Also Published As

Publication number Publication date
JPH02292312A (en) 1990-12-03

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