JPS593064A - Cement member reinforcing material - Google Patents

Cement member reinforcing material

Info

Publication number
JPS593064A
JPS593064A JP11159382A JP11159382A JPS593064A JP S593064 A JPS593064 A JP S593064A JP 11159382 A JP11159382 A JP 11159382A JP 11159382 A JP11159382 A JP 11159382A JP S593064 A JPS593064 A JP S593064A
Authority
JP
Japan
Prior art keywords
cement
reinforcing material
present
resin
parts
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
JP11159382A
Other languages
Japanese (ja)
Inventor
尾崎 行功
伸彦 湯川
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.)
Nippon Shokubai Co Ltd
Original Assignee
Nippon Shokubai 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 Nippon Shokubai Co Ltd filed Critical Nippon Shokubai Co Ltd
Priority to JP11159382A priority Critical patent/JPS593064A/en
Publication of JPS593064A publication Critical patent/JPS593064A/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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10Coating or impregnating
    • C04B20/1018Coating or impregnating with organic materials
    • C04B20/1029Macromolecular compounds

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は)セメント部材用補強材に関するものである。[Detailed description of the invention] The present invention relates to a reinforcing material for cement parts.

さらに詳しくは、セメント部材に対する接着性が良好で
セメント部材の強度及び耐久性を改良する補強材に関す
るものである。
More specifically, the present invention relates to a reinforcing material that has good adhesion to cement members and improves the strength and durability of the cement members.

一般にセメントモルタルやコンクリート力らなるセメン
ト部材は引張シ外力に弱く、破壊までの許容型が小さい
という脆性的欠陥を有している。これを改良するため、
セメント部栃にガラス繊維を均一に混入し、引張シ亀裂
を分散縮小せしめることによシ最終破壊強度を増大さぜ
たガラス繊維強化コンク!J−ト、x謂GRCがその軽
量且つ高強度である特性を生かして糧々の分野で用いら
れている。
In general, cement members made of cement mortar and concrete are weak against external tensile forces and have a brittle defect in that they have a small tolerance until fracture. To improve this,
Glass fiber-reinforced concrete with increased ultimate breaking strength by uniformly mixing glass fiber into the cement part and reducing tensile cracks! So-called GRC is used in various fields due to its light weight and high strength properties.

しかし、一般に用いられているガラス緘維ケセメント部
材中に混入したのではセメントから遊離する強いアルカ
リによって劣化し、セメント部材に充分な耐久性を付与
することは不可能である。
However, if commonly used glass fibers are mixed into cement members, they will deteriorate due to the strong alkali liberated from the cement, making it impossible to impart sufficient durability to the cement members.

そのために、耐アルカリ性を改良したガラス繊維が種々
開発され、セメント部拐の強化材として用いられている
のが現状である。しかし、これ等の耐アルカリ性ガラス
繊維はいずれも価格が高く、又、ガラス繊維を製造する
段階で困難を伴うものが多い。
To this end, various types of glass fibers with improved alkali resistance have been developed and are currently being used as reinforcing materials for cement cement. However, all of these alkali-resistant glass fibers are expensive, and many of them are difficult to manufacture.

本発明者等はこのような現状に鑑み鋭意研究した結釆、
耐アルカリ性が充分でないためセメント部材用強化材と
しては通常用いることができないEガラス繊維であって
もその表面を不飽和ポリエステル柄脂及び/又はビニル
エステル樹脂の硬化層で被接することによシ、該ガラス
繊維のセメント都利に対する接鳥性と耐アルカリ性とが
飛躍的に向上し、セメント部制に優れた強度と耐久性を
付与し得ることを見出し、本発明を完成するに至った。
The inventors of the present invention have conducted extensive research in view of the current situation, and have found the following results:
Even though E-glass fiber cannot normally be used as a reinforcing material for cement members due to insufficient alkali resistance, it can be made by coating its surface with a hardened layer of unsaturated polyester resin and/or vinyl ester resin. The present inventors have discovered that the adhesion properties and alkali resistance of the glass fibers to cement materials are dramatically improved, and that excellent strength and durability can be imparted to cement systems, leading to the completion of the present invention.

すなわち、本発明は、径0・01〜2調、長さ5〜10
0mmのガラス繊維の表面が不飽和ポリエステル樹脂及
び/又はビニルエステル材脂の硬化層で被覆されてなる
セメント部材相補強制にNするものである。
That is, the present invention has a diameter of 0.01 to 2 and a length of 5 to 10.
This is a complementary cement member in which the surface of 0 mm glass fiber is coated with a hardened layer of unsaturated polyester resin and/or vinyl ester resin.

本発明におけるセメント部材としては、通常用いられて
いるポルトランドセメント等のマトリックスに、必要に
応じ、珪砂、川砂、砕石等の充填剤;有桜絨維、無機繊
維等の強化材;及びその他の改質剤等を添加したものを
用いることができる。
The cement member used in the present invention includes a commonly used matrix such as Portland cement, fillers such as silica sand, river sand, and crushed stone; reinforcing materials such as cherry fiber and inorganic fiber; and other modifications, as required. It is possible to use one to which a quality agent or the like is added.

本発明において用いられる不飽和ポリエステル’$1 
Jltj’とは、不飽和ジカルボン酸及び必要に応じて
飽和ジカルボン酸から成る酸成分とグリコール成分とを
縮合させて得られる不飽和ポリエステルを重合性単妬体
に溶解せしめて得られるものである。
Unsaturated polyester used in the present invention'$1
Jltj' is obtained by dissolving an unsaturated polyester obtained by condensing a glycol component with an acid component consisting of an unsaturated dicarboxylic acid and, if necessary, a saturated dicarboxylic acid, into a polymerizable monomer.

該不飽和ポリエステルとしては、その末端官能基を1価
のアルコール、1価のカルボン酸、エポキシ基含有化合
物、イソシアネート化合物等により変成したものも用い
られる。
As the unsaturated polyester, polyesters whose terminal functional groups have been modified with monohydric alcohols, monohydric carboxylic acids, epoxy group-containing compounds, isocyanate compounds, etc. can also be used.

ビニルエステル樹脂とは、エポキシ樹脂に不飽和−塩基
酸を反応させたエポキシエステルを重合性単量体に溶解
せしめて侑られるもので、不飽8′ロポリエステル樹脂
と同様、14々の賢成γ施されたビニルエステル樹脂も
用いられる。
Vinyl ester resin is made by dissolving epoxy ester, which is obtained by reacting an epoxy resin with an unsaturated basic acid, in a polymerizable monomer. Gamma treated vinyl ester resins are also used.

本発明においては、ガラス繊維の表面を被覆するための
樹脂成分として、不飽和ポリエステル樹脂とビニルエス
テル樹脂とをそれぞれ単独或いは任意の割合で混合して
使用することが可能でるる。
In the present invention, an unsaturated polyester resin and a vinyl ester resin can be used alone or in a mixture in any proportion as resin components for coating the surface of glass fibers.

中でも、硬化物としたときの熱変形温度が60℃以上で
ある樹脂成分を用いた場合は、セメントから遊離される
アルカリからガラス繊維を保議する効果が大きく、特に
良好な強贋及び耐久性を得ることができる。
Among these, when a resin component with a heat distortion temperature of 60°C or higher when made into a cured product is used, it has a great effect of protecting glass fibers from alkali released from cement, and has particularly good strength and durability. can be obtained.

本発明で用いられる不飽和ポリエステル樹脂及び/又は
ビニルエステル樹脂の代シに、他の熱硬化性樹脂例えば
エポキシ樹脂等を用いたのでは、硬化被膜形成時の硬化
速度、ガラス繊維と硬化被膜との密着性、得られた補強
材の耐アルカリ性等いずれも本発明の補強拐よシも劣る
ものとなる。
If other thermosetting resins, such as epoxy resins, are used in place of the unsaturated polyester resin and/or vinyl ester resin used in the present invention, the curing speed during formation of the cured film may be affected, and the difference between the glass fiber and the cured film may be affected. The adhesion of the reinforcing material, the alkali resistance of the obtained reinforcing material, etc., and the reinforcing properties of the present invention are also inferior.

又、価格的にも本発明の補強拐の方が有利である。Also, the reinforced fabric of the present invention is more advantageous in terms of cost.

本発明で用いることのできるガラス繊維としては、通常
プラスチックの補強材として用いられているもので、例
えは直径が数ミクロンから数十ミクロンのガラスフィラ
メントや、フィラメントを多数束ねたストランド、スト
ランドを多数束ねたロービング等を使用することができ
る。ガラス繊維の組成としては、通常の用途に広く用い
られているいわゆるEガラスを用いることが可能である
The glass fibers that can be used in the present invention include those that are normally used as reinforcing materials for plastics, such as glass filaments with a diameter of several microns to several tens of microns, strands made of many bundled filaments, and many strands. Bundled roving etc. can be used. As the composition of the glass fiber, it is possible to use so-called E-glass, which is widely used in ordinary applications.

ガラス繊維の装造工程で困難を作表いやすく、シえるこ
とが可能である。
Difficulties in the glass fiber binding process can be easily identified and eliminated.

本丸り」のセメント部相用補強材は、例えば連続ローヒ
:ングに硬化触媒及び必要によシ促進剤を添加した不飽
和ポリエステル樹脂及び/又はビニルエステル樹脂を含
浸させた後、硬化後の径が0.01〜2w++の範囲と
なるように余分な樹脂を除き、加熱硬化又は常温硬化し
、次いで5〜100■の長さに切断することによシ簡単
に得ることができる。
For example, the reinforcing material for the cement part of "Honmarari" is made by impregnating a continuous lohyng with unsaturated polyester resin and/or vinyl ester resin to which a curing catalyst and necessary curing accelerator have been added. It can be easily obtained by removing excess resin, curing with heat or at room temperature so that the weight is in the range of 0.01 to 2w++, and then cutting it into lengths of 5 to 100 cm.

本発明は、このような、ガラス繊維の表面を樹脂の硬化
層で被覆する方法によシ限定されるものではない。
The present invention is not limited to this method of coating the surface of glass fiber with a hardened layer of resin.

本発明のセメント部材用補強材は、その長さが51+l
I++未満の短かいものでは充分な補強効果が得られな
いので好ましくない。逆に、100111111を超え
る長いものではセメント部材への混合時に折れ易く、又
、そのような長い補強材を含有したセメント部材を型に
注入する際に補強材が一方向に配向し易くなるので好ま
しくない。
The reinforcing material for cement members of the present invention has a length of 51+l.
If the length is shorter than I++, a sufficient reinforcing effect cannot be obtained, so it is not preferable. On the other hand, if the length exceeds 100111111, it is preferable because it will easily break when mixed into a cement component, and the reinforcing material will tend to be oriented in one direction when pouring a cement component containing such a long reinforcing material into a mold. do not have.

径がLO1mm未満の細いものではセメント部材に混合
する際に折れ易く、逆に2鯛を超える太いものではセメ
ント部材の割れを防ぐ効果が小さく、共に好ましくない
Thin ones with a diameter of less than 1 mm LO tend to break when mixed with the cement member, and conversely, those with a diameter of more than 2 mm are less effective in preventing cracks in the cement member, both of which are undesirable.

本発明のセメント部材用補強材の使用量は、セメント部
材10.0重量部に対して0.5〜IQO重量部、望ま
しくは1〜50貫量部の範囲内である・添加量がo、s
亀i8部未満では充分な補強効果が得られず、又100
’it量部を越える添加量としても添加量の増大に伴な
う補強効果の増加が期待出来ず、共に好寸しくない。
The amount of reinforcing material for cement members of the present invention used is within the range of 0.5 to IQO parts by weight, preferably 1 to 50 parts by weight, per 10.0 parts by weight of the cement member. s
If the turtle i is less than 8 parts, a sufficient reinforcing effect cannot be obtained;
Even if the amount of addition exceeds 1 part, the reinforcing effect cannot be expected to increase as the amount of addition increases, and both are not suitable.

以下、実施例及び比較例によシ、本発明をさらに詳細に
説明する。尚、例中の部は重量部を示すものとする。
Hereinafter, the present invention will be explained in more detail with reference to Examples and Comparative Examples. Note that parts in the examples indicate parts by weight.

実施例 l 不飽和ポリエステル樹脂(日本触媒化学工業社製1エポ
ラツクc−105”)100部にオクテン酸コバルト0
.1部及びメチルエチルケトンパーオキサイド0.5部
を配合した樹脂成分に、Eガラスロービング(日東紡社
製“R−240”F)を浸し、充分に樹脂成分を含浸さ
せた後ひきあげて常温で硬化させ、これを長さ約30m
に切断してセメント部材用補強材(以下、補強材(I)
と称る。)を得た。直径は約1mmであった。次に、ポ
ルトランドセメント100部に補強材(I) lo部、
珪砂60部及び水30部を配合し、型中で硬化させた後
取り出し、18℃で28日間放置してから衝撃強度(J
IS  A  1306−6)を測定したところ、14
.oK9@ 17cm2  であった。又、18℃で2
8日間放置し、引きつづき90日問屋外暴露を行なった
後の衝撃強度は13.2Kg・f10n2であシ、強度
の低下は小さかった。
Example 1 0 parts of cobalt octenoate added to 100 parts of unsaturated polyester resin (Nippon Shokubai Kagaku Kogyo Co., Ltd. 1 EPOLAC C-105")
.. E glass roving ("R-240" F, manufactured by Nittobo Co., Ltd.) is soaked in a resin component containing 1 part of methyl ethyl ketone peroxide and 0.5 part of methyl ethyl ketone peroxide, and after sufficiently impregnated with the resin component, it is pulled up and cured at room temperature. , this is about 30m long
Reinforcement material for cement parts (hereinafter referred to as reinforcement material (I))
It is called. ) was obtained. The diameter was approximately 1 mm. Next, 100 parts of Portland cement, 1 part of reinforcing material (I),
A mixture of 60 parts of silica sand and 30 parts of water was cured in a mold, taken out, and left at 18°C for 28 days before impact strength (J
IS A 1306-6) was measured and found to be 14
.. oK9@17cm2. Also, 2 at 18℃
After being left for 8 days and subsequently exposed outdoors for 90 days, the impact strength was 13.2 Kg·f10n2, and the decrease in strength was small.

実施例 2 実施例1で用いた不飽和ポリエステル樹脂を、ビニルエ
ステル樹脂(日本触媒化学工業社製“エポラツクRF−
1001″)に変えた他は、実施例1と同様にして実験
した結果、28日後の衝撃強度は14・5Kp・f/a
X、引きつづき90日問屋外暴露後の衝撃強度は14.
3Kg @ f 7cm2であシ、強度の低下は小さい
ものでめった。
Example 2 The unsaturated polyester resin used in Example 1 was replaced with vinyl ester resin (“Eporak RF-” manufactured by Nippon Shokubai Chemical Co., Ltd.
As a result of conducting an experiment in the same manner as in Example 1 except that the impact strength was changed to 1001''), the impact strength after 28 days was 14.5 Kp・f/a.
X, impact strength after continued outdoor exposure for 90 days is 14.
It was 3Kg @ f 7cm2, and the decrease in strength was small and rare.

比較例 1 実施例1で用いた補強材(I)を、Eガラスロービング
(日東紡社製@R−240F”)を30咽に切断したも
のに変えた他は笑施例工と同様にして笑験した結果\ 
28日後の衝撃強度は5.8Kg@f/cIn2、引き
つづき90日問屋外暴露後の衝撃強度は2 e 7 K
ge f /crn2であった。
Comparative Example 1 The same procedure as in Example 1 was carried out except that the reinforcing material (I) used in Example 1 was changed to E glass roving (manufactured by Nittobo Co., Ltd. @R-240F") cut into 30 mm. The result of a funny experience\
The impact strength after 28 days was 5.8 Kg@f/cIn2, and the impact strength after 90 days of outdoor exposure was 2 e 7 K.
ge f /crn2.

Claims (1)

【特許請求の範囲】[Claims] 1、径0.O1〜2叫、長さ5〜100調のガラス繊維
の表面が不飽和ポリエステル樹脂及び/又はビニルエス
テル樹脂の硬化層で被情されてなるセメント部材用補強
材。
1. Diameter 0. A reinforcing material for cement members, the surface of glass fibers having a diameter of 01 to 2 and a length of 5 to 100 being coated with a hardened layer of unsaturated polyester resin and/or vinyl ester resin.
JP11159382A 1982-06-30 1982-06-30 Cement member reinforcing material Pending JPS593064A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11159382A JPS593064A (en) 1982-06-30 1982-06-30 Cement member reinforcing material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11159382A JPS593064A (en) 1982-06-30 1982-06-30 Cement member reinforcing material

Publications (1)

Publication Number Publication Date
JPS593064A true JPS593064A (en) 1984-01-09

Family

ID=14565292

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11159382A Pending JPS593064A (en) 1982-06-30 1982-06-30 Cement member reinforcing material

Country Status (1)

Country Link
JP (1) JPS593064A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS529023A (en) * 1975-07-11 1977-01-24 Asahi Chemical Ind Glass fiber reinforced cement

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS529023A (en) * 1975-07-11 1977-01-24 Asahi Chemical Ind Glass fiber reinforced cement

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