JPS61178461A - Fiber reinformed product - Google Patents
Fiber reinformed productInfo
- Publication number
- JPS61178461A JPS61178461A JP1929185A JP1929185A JPS61178461A JP S61178461 A JPS61178461 A JP S61178461A JP 1929185 A JP1929185 A JP 1929185A JP 1929185 A JP1929185 A JP 1929185A JP S61178461 A JPS61178461 A JP S61178461A
- Authority
- JP
- Japan
- Prior art keywords
- fiber
- cement
- product
- weight
- fibers
- 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
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (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】
〔産業上の利用分野〕
本発明は繊維補強製品、詳しくは、耐候性、耐火性に優
れ、尚かつ、耐水性、耐油性に優れた繊維補強製品に関
する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a fiber-reinforced product, and more particularly, to a fiber-reinforced product that has excellent weather resistance, fire resistance, water resistance, and oil resistance.
繊維補強製品は、補強材としての繊維を結合材で固めた
ものであシ、従来、その多くはプラスチックコンクリー
ト、すなわち、FRPと呼ばれる繊維強化プラスチック
である。しかし、FRPは、結合材として不飽和ポリエ
ステル樹脂、エポキシ樹脂、ビニルエステル樹脂などの
合成樹脂を使用するために、紫外線や海水飛沫等による
劣化が著しく、耐久性に劣るうえに、耐火性、耐熱性が
不良であるという問題もあシ、さらに、製造時に各種の
溶剤を使うために人体に悪影響をおよぼしかねないとい
う欠点を有してい゛る、。一方、耐火性や劣化の点で、
合成樹脂朶代わりにセメントを結合材として使うことが
考えられている。しかし、従来の一般のセメントでは、
透水性が大きいこと、強度が低いこと、粉ぽいこと、薄
肉製品ができないことなどから、従来FRP製品が使用
されている分野での繊維補強セメント製品を使用するこ
とが不可能であった。Fiber-reinforced products are made by hardening fibers as reinforcing materials with a binding material, and conventionally, most of them are plastic concrete, that is, fiber-reinforced plastic called FRP. However, since FRP uses synthetic resins such as unsaturated polyester resins, epoxy resins, and vinyl ester resins as binding materials, it is subject to significant deterioration due to ultraviolet rays and seawater spray, and is inferior in durability. In addition to the problem of poor quality, it also has the disadvantage that various solvents are used during manufacturing, which can have an adverse effect on the human body. On the other hand, in terms of fire resistance and deterioration,
It is being considered to use cement as a binding material instead of synthetic resin. However, with conventional general cement,
It has been impossible to use fiber-reinforced cement products in fields where FRP products have traditionally been used due to their high water permeability, low strength, powdery appearance, and inability to produce thin-walled products.
本発明者らは、従来の繊維補強製品の前述の如き問題点
に対して鋭意努力した結果、安価なセメント系を使用し
つつ、セメント硬化体を、従来得られなかった高強度、
緻密性とし、これによシ、耐火性、耐候性に優れ、かつ
、耐久性に富んだ繊維補強製品が得られる知見を得て本
発明を完成するに到った。As a result of our earnest efforts to solve the above-mentioned problems with conventional fiber-reinforced products, the inventors of the present invention have succeeded in creating a hardened cement product with high strength and strength that was previously unobtainable, while using an inexpensive cement system.
The present invention was completed based on the knowledge that fiber-reinforced products with high density, excellent fire resistance, weather resistance, and durability can be obtained.
すなわち、本発明はセメント、超微粉及び高性能減水剤
を主成分とする水硬性結合材と、繊維状の補強材とから
なることを特徴とする繊維補強製品である。That is, the present invention is a fiber-reinforced product characterized by comprising a hydraulic binder whose main components are cement, ultrafine powder, and a high-performance water reducing agent, and a fibrous reinforcing material.
以下、本発明の詳細な説明する。The present invention will be explained in detail below.
セメントとしては、普通、早強、超早強および白色の各
種ポルトランドセメントが通常用いられる。また、中庸
熱、マスコンクリート用などの各種低発熱セメントやフ
ライアッシュ、高炉スラグなどの各種混合セメント、急
硬性を付与した急硬セメント及び膨張性を付与した膨張
セメントなども使用できる。As the cement, ordinary, early-strength, ultra-early-strength and white Portland cements are commonly used. In addition, various types of low heat generation cements such as moderate heat and mass concrete, various mixed cements such as fly ash and blast furnace slag, rapid hardening cements with rapid hardening properties, and expansion cements with expandability can also be used.
超微粉は、平均粒径1μ以下の粉末であり、成分的な制
限は特にないが、水に易溶性のものは適さない。本発明
ではシリコン、含シリコン合金及びジルコニアを製造す
る際に副生ずるシリカダスト(シリカヒユーム)やシリ
カ質ダストが特に好適であり、フライアッシュ、炭酸カ
ルシウム、シリカゲル、オノ?−ル質砕石、酸化チタン
、酸化アルミニウムなども使用できる。The ultrafine powder is a powder with an average particle size of 1 μm or less, and although there are no particular restrictions on its composition, those easily soluble in water are not suitable. In the present invention, silica dust (silica fume) and siliceous dust, which are by-products during the production of silicon, silicon-containing alloys, and zirconia, are particularly suitable, including fly ash, calcium carbonate, silica gel, ono? - Crushed rock, titanium oxide, aluminum oxide, etc. can also be used.
超微・粉の使用量はセメント100重量部に対し3〜5
0重量部、好ましくは5〜40重゛量部である。50重
量部を越えると混練物の流動性が著しく低下し、成形す
る事が困難となり、かつ強度発現も不充分となる。3重
量部未満では、超微粉の効果が期待できない。The amount of ultrafine/powder used is 3 to 5 parts per 100 parts by weight of cement.
0 parts by weight, preferably 5 to 40 parts by weight. If the amount exceeds 50 parts by weight, the fluidity of the kneaded product will be markedly reduced, making it difficult to mold and developing insufficient strength. If it is less than 3 parts by weight, the effect of ultrafine powder cannot be expected.
高性能減水剤とは、セメントに多量添加しても凝結の過
遅延や過度の空気連行を伴なわないで分散能力が犬であ
る界面活性剤である。具体例としてハ、メラミンスルホ
ン酸ホルムアルデヒド縮金物の塩、ナフタリン酸ホルム
アルデヒド縮金物の塩、高分子量リグニンスルホン酸塩
、ポリカルボン酸塩などを主成分とするものがあげられ
る。高性能減水剤の標準使用量はセメント100重量部
に対し固形分として0.3〜1重量部であるが、本発明
では、それよシも多量に添加することが望ましい。本発
明では一応セメント100重量部に対して、多くとも1
0重量部と限定するが、好ましい使用量は2〜5重量部
である。高性能減水剤は、混線物を低水セメント比で得
るために不可欠であシ、10重量部を越えると減水効果
が添加量の増大に併なわなくなり、かえって硬化に悪影
響を与える。A high-performance water reducer is a surfactant that has good dispersion ability even when added to cement in large amounts without causing too much delay in setting or excessive air entrainment. Specific examples include salts of melamine sulfonic acid formaldehyde condensed metals, salts of naphthalic acid formaldehyde condensed metals, high molecular weight lignin sulfonates, polycarboxylic acid salts, and the like as main components. The standard amount of the high performance water reducing agent used is 0.3 to 1 part by weight as a solid content per 100 parts by weight of cement, but in the present invention it is desirable to add even larger amounts. In the present invention, at most 100 parts by weight of cement
Although the amount is limited to 0 parts by weight, the preferred usage amount is 2 to 5 parts by weight. A high-performance water reducing agent is essential in order to obtain a mixed material with a low water-to-cement ratio, and if it exceeds 10 parts by weight, the water reducing effect will not match the increase in the amount added, and will instead have an adverse effect on hardening.
骨材は、一般のコンクリートに使われているものが使用
でき、川砂、川砂利、山砂、山砂利、砕砂、砕石、海砂
、などが可能であるが、骨材中に粘土、シルト、有機不
純物などを含有しない清浄な骨材が望ましい。さらに、
より高強度製品を得るためにはより硬質な骨材、即ち、
モース硬度6以上好ましくは7以上又はヌープ圧子硬度
700 Kq/yA 以上のいずれかの規準で選定され
たものを用いる。この規準を満足するものを例示すれば
、砕石、黄鉄鉱、赤鉄鉱、磁鉄鉱、黄玉、ローンン石、
コランダム、7エナサイト、スピネル、緑柱石、全縁石
、電気石、花崗岩、紅柱石、十字石、ジルコン、焼成デ
ーキサイド、炭化硼素、炭化タングステン、フェロシリ
コンナイトライド、窒化硅素、立方晶窒化硼素、溶融シ
リカ、電融マグネシア、炭化硅素等がある。Aggregates used in general concrete can be used, such as river sand, river gravel, mountain sand, mountain gravel, crushed sand, crushed stone, sea sand, etc. However, clay, silt, Clean aggregate that does not contain organic impurities is desirable. moreover,
In order to obtain higher strength products, harder aggregates, i.e.
A material selected based on either a Mohs hardness of 6 or more, preferably 7 or more, or a Knoop indenter hardness of 700 Kq/yA or more is used. Examples of materials that meet this standard include crushed stone, pyrite, hematite, magnetite, pyrite, roanite,
Corundum, 7-enacite, spinel, beryl, full curb stone, tourmaline, granite, andalusite, cross stone, zircon, calcined dexide, boron carbide, tungsten carbide, ferrosilicon nitride, silicon nitride, cubic boron nitride, fused silica , fused magnesia, silicon carbide, etc.
これらのうちで窒化物等はアルカリと反応して水硬性結
合材と骨材の界面の接着強度を高めるため、高強度であ
ると共に耐磨耗性も優れている点から、特に好適でちる
。Among these, nitrides and the like are particularly preferred because they react with alkali to increase the adhesive strength at the interface between the hydraulic binder and the aggregate, resulting in high strength and excellent abrasion resistance.
以上の組成を含む材料を用いて水硬性結合材を練る際に
使用する水は、成分的には制限がなく、セメントの硬化
に悪影響をおよぼさないものであればよい。水の使用量
は、セメントと超微粉100重量部に対して10〜30
重量部であシ、好ましくは15〜25重量部である。The water used when kneading the hydraulic binder using the material containing the above composition is not limited in terms of its components, and may be any water that does not adversely affect the hardening of the cement. The amount of water used is 10 to 30 parts by weight per 100 parts by weight of cement and ultrafine powder.
It is preferably 15 to 25 parts by weight.
次に、補強材としての繊維について説明する。Next, fibers as reinforcing materials will be explained.
繊維は耐アルカリガラス繊維、鋼繊維、石綿、炭素繊維
、アルミナ繊維、アミド繊維、ポリエチレン繊維、ポリ
プロピレン繊維、ビニロン繊維、等が使用される。又、
その形状としては、短繊維(チョツプドストランド)、
ロービング、チョツプドストランドマツト、テープ、ク
ロス、ロービングクロスサ−7エシシグマットなどが使
用される。The fibers used include alkali-resistant glass fibers, steel fibers, asbestos, carbon fibers, alumina fibers, amide fibers, polyethylene fibers, polypropylene fibers, and vinylon fibers. or,
Its shape is short fiber (chopped strand),
Roving, chopped strand mat, tape, cloth, roving cloth Sur-7 Eshisig mat, etc. are used.
本発明の材料を用いての繊維補強製品の製造は以下の方
法で行える。即ち、裁断した補強材と水硬性結合材とを
交互に型面に積層し、十分に含浸、脱泡させた後、硬化
させ、離型して製品を得るハンドレイアップ法、ロービ
ングツ補強材と水硬性結合材とを型面に吹付けるスプレ
ィアップ法、水硬性結合材を含浸させたロービングの補
強材を巻芯に巻き付けて製品を作るフィラメントワイン
ディング法、補強材と水硬性結合材をバックを被せた型
に入れ、型の内側より減圧するか、外圧をかけるかして
含有している空気を追いだし硬化させるバッグ法、補強
材に射出して得る射出成形法が)シ、その他流し込み法
、遠心成形法、連続成形法、引抜き成形法などがある。Fabrication of fiber reinforced products using the material of the invention can be carried out in the following manner. That is, the hand lay-up method, in which the cut reinforcing material and the hydraulic binder are alternately laminated on the mold surface, thoroughly impregnated and defoamed, cured, and released from the mold to obtain the product; The spray-up method involves spraying a hydraulic binder onto the mold surface, the filament winding method involves wrapping a roving reinforcing material impregnated with a hydraulic binder around a winding core, and the filament winding method involves spraying a reinforcing material and a hydraulic binder onto a core. There are two methods: the bag method, in which the material is placed in a covered mold, and the air is forced out by applying reduced pressure from the inside of the mold or external pressure is applied, and the injection molding method, in which the material is injected into a reinforcing material, and other pouring methods. , centrifugal molding method, continuous molding method, pultrusion molding method, etc.
以下、実施例をあげて更に詳しく説明する。 Hereinafter, a more detailed explanation will be given with reference to examples.
実施例1
表−1実験Nα2、Nα4〜10に示す配合を調整し、
流し込み法、スプレィアップ法、/・ノドレイアップ法
、プレス成形法及びフィラメントワインディング法で成
形した。成形後20℃、85%RHの室内で1週間養生
を行なった後、ダイヤモンドカッターを用い切断した。Example 1 The formulations shown in Table 1 Experiment Nα2, Nα4 to 10 were adjusted,
Molding was performed using a pouring method, a spray-up method, a pour-lay-up method, a press molding method, and a filament winding method. After molding, it was cured for one week in a room at 20° C. and 85% RH, and then cut using a diamond cutter.
又、切断の際は繊維が不均一になる可能性がある場合は
周辺部5crnを棄却し、その内側部分から25X5X
1mの試験体を切シ出した。試験体を再び20℃85%
RH室内で試験材令28日まで養生をし、曲げ試験、引
張試験を行なった。結果を表−1に併記した。Also, when cutting, if there is a possibility that the fibers may become uneven, discard the peripheral part 5crn and cut 25X5X from the inner part.
A 1 m test piece was cut out. The test specimen was heated to 20℃85% again.
The test materials were cured in the RH room until the 28th day of age, and then subjected to bending tests and tensile tests. The results are also listed in Table-1.
比較例
表−1実験随1,3の配合を使用したこと以外は実施例
1と同様に行なった。結果を表−1に示す。Comparative Example Table 1 Experiment Nos. 1 and 3 were carried out in the same manner as in Example 1, except that the formulations in Experiments 1 and 3 were used. The results are shown in Table-1.
く使用材料〉
Qセメント・・・・・・電気化学工業(株)普通ポルト
ランドセメント
○超微粉・・・・・・・・・シリカフラワー(フェロシ
リコン製造時のシリカダスト)
(平均粒径o、 iμ)
O減水剤・・・・・・・・・高性能減水剤:電気化学工
業(株)商品名r FT−500J
(主成分アルキルナフタレン
スルホン酸ホルムアルデヒド
縮合物の塩)(固形分換算で
使用)
O骨材・・・・・・・・・・・・砕砂2.5叫下○繊維
ガラス繊維・・・・・・耐アルカリガラス(旭ファイ
バーガラ
ス製)
カーボン繊維・・・日本カーがン社製、繊維長20闇
鋼繊維・・・・・・・・・・・・(株)サンゴ、商品名
「TESUSA」長さ20
簡X断面0.5瓢角の
繊維
実施例2
実施例1に示す実験1@4.5の成形物、及び、一般に
市販されているFRP製タンク、安全帽を切断した試験
片について、耐熱性、耐火性、耐候性及び耐摩耗性の試
験を行なった。Materials used> Q Cement: Denki Kagaku Kogyo Co., Ltd. Ordinary Portland cement iμ) O Water reducing agent: High performance water reducing agent: Denki Kagaku Kogyo Co., Ltd. Product name r FT-500J (Main component: salt of alkylnaphthalene sulfonic acid formaldehyde condensate) (Used in terms of solid content) ) O aggregate...... Crushed sand 2.5 yen ○ Fiber Glass fiber... Alkali-resistant glass (manufactured by Asahi Fiber Glass) Carbon fiber... Nippon Kargan Manufactured by Sango Co., Ltd., product name "TESUSA" fiber length 20, fiber length 20, fiber length 20 Example 2 Example 1 Heat resistance, fire resistance, weather resistance, and abrasion resistance tests were conducted on the molded product of Experiment 1 @ 4.5 shown in Figure 1, and test pieces obtained by cutting commonly available FRP tanks and hard hats.
1)耐熱試験:20℃、100℃雰囲気中の曲げ強さを
求め強度の低下を指数で示し
た。1) Heat resistance test: The bending strength was determined in an atmosphere of 20°C and 100°C, and the decrease in strength was expressed as an index.
2)耐火性試験:ガスバーナーの炎を直接あてた時の試
験片の状態を観察した。2) Fire resistance test: The state of the test piece was observed when it was directly exposed to the flame of a gas burner.
3)耐候性試験:サンシャインウェザ−メータを用い、
時間をおって劣化の傾向
を曲げ強さ保持率で示した。3) Weather resistance test: Using a sunshine weather meter,
The tendency of deterioration over time was shown by the bending strength retention rate.
4)耐摩耗性試験:テーパ一式摩耗試験機を用い、〔発
明の効果と用途〕
本発明の繊維補強製品は、耐熱、耐火、耐候などの耐久
性に富み、強度および耐摩耗性に優れていることがわか
る。4) Abrasion resistance test: Using a taper set abrasion tester, [Effects and Applications of the Invention] The fiber-reinforced product of the present invention has excellent durability such as heat resistance, fire resistance, and weather resistance, and has excellent strength and abrasion resistance. I know that there is.
また、本発明の用途として、
平板、波板、足場板、仮設材、水槽などの建設資材関係
便槽、浄化槽、浴槽、バルコニー、フェンスなどの
住宅機材関係
洗面器、タライ、物干台などの
家庭用品関係
?−ト、ヨツト、漁船などの
船舶関係
サーフデート、スケート&−ドなどの
レジャー用品関係
競技用グロテク身−、ヘルメット、マスク々どの
安全具保護具関係 □主翼、7ラツデ、機体な
どの
航空機・宇宙船関係
& ティ++、パンツヤ−、マフラーナトノ自動車・車
輛関係
道路標識、ガードレールなどの
道路設置物
貯蔵庫、サイロ、水槽などの
タンク、容器関係
筆箱、下敷きなどの
文具関係
ビニールハウスのパイプ、水耕栽培装置などの
農業関係
ケース、キャップ、外装材、内張材などの家電製品関係
置物、壁掛などの
美術品関係
物干竿、釣竿、スキーのストック、アンテナなどの
ノやイブ関係
等、幅広い応用が可能である。In addition, the present invention can be used for construction materials such as flat plates, corrugated plates, scaffolding boards, temporary materials, and water tanks.
Household equipment-related household items such as washbasins, racks, drying racks, etc.? Boats, yachts, fishing boats, and other vessels related to surf dates, leisure equipment such as skates and boats, grotesque bodies, helmets, masks, etc.
Safety equipment and protective equipment □ Aircraft/spacecraft related items such as main wings, aircraft, fuselage, etc. Road installations such as road signs, guardrails, storage tanks, silos, water tanks, etc. Stationery related to containers, pencil cases, underlays, etc. Plastic greenhouse pipes, hydroponic cultivation equipment, etc.
Agriculture-related cases, caps, exterior materials, lining materials, and other home appliance-related ornaments; wall hangings, and other art objects; hanging rods, fishing rods, ski poles, antennas, etc.
It can be used in a wide range of applications, such as those related to
Claims (1)
性結合材と繊維状の補強材とからなることを特徴とする
繊維補強製品。A fiber-reinforced product characterized by consisting of a hydraulic binder whose main components are cement, ultrafine powder, and a high-performance water reducer, and a fibrous reinforcing material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1929185A JPS61178461A (en) | 1985-02-05 | 1985-02-05 | Fiber reinformed product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1929185A JPS61178461A (en) | 1985-02-05 | 1985-02-05 | Fiber reinformed product |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61178461A true JPS61178461A (en) | 1986-08-11 |
Family
ID=11995329
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1929185A Pending JPS61178461A (en) | 1985-02-05 | 1985-02-05 | Fiber reinformed product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61178461A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0284303A (en) * | 1988-06-11 | 1990-03-26 | Redland Roof Tiles Ltd | Manufacture of concrete building product |
-
1985
- 1985-02-05 JP JP1929185A patent/JPS61178461A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0284303A (en) * | 1988-06-11 | 1990-03-26 | Redland Roof Tiles Ltd | Manufacture of concrete building product |
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