JPS63162559A - Manufacture of carbon fiber reinforced hydraulic composite material - Google Patents
Manufacture of carbon fiber reinforced hydraulic composite materialInfo
- Publication number
- JPS63162559A JPS63162559A JP31365286A JP31365286A JPS63162559A JP S63162559 A JPS63162559 A JP S63162559A JP 31365286 A JP31365286 A JP 31365286A JP 31365286 A JP31365286 A JP 31365286A JP S63162559 A JPS63162559 A JP S63162559A
- Authority
- JP
- Japan
- Prior art keywords
- carbon fiber
- fiber bundle
- fibers
- treatment
- raw material
- 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.)
- Granted
Links
- 229920000049 Carbon (fiber) Polymers 0.000 title claims description 81
- 239000004917 carbon fiber Substances 0.000 title claims description 81
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 title claims description 51
- 239000002131 composite material Substances 0.000 title claims description 17
- 238000004519 manufacturing process Methods 0.000 title claims description 9
- 239000000835 fiber Substances 0.000 claims description 73
- 239000002994 raw material Substances 0.000 claims description 46
- 238000000034 method Methods 0.000 claims description 44
- 239000003795 chemical substances by application Substances 0.000 claims description 30
- 238000004513 sizing Methods 0.000 claims description 29
- 238000002156 mixing Methods 0.000 claims description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 239000000203 mixture Substances 0.000 claims description 19
- 238000003756 stirring Methods 0.000 claims description 10
- 238000004898 kneading Methods 0.000 claims description 9
- 238000003763 carbonization Methods 0.000 claims description 8
- 239000011230 binding agent Substances 0.000 claims description 6
- 125000002091 cationic group Chemical group 0.000 claims description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 4
- 229910052799 carbon Inorganic materials 0.000 claims description 4
- 229920002678 cellulose Polymers 0.000 claims description 4
- 239000001913 cellulose Substances 0.000 claims description 4
- 239000002270 dispersing agent Substances 0.000 claims description 4
- 238000007580 dry-mixing Methods 0.000 claims description 4
- 239000011521 glass Substances 0.000 claims description 3
- 239000002280 amphoteric surfactant Substances 0.000 claims description 2
- 239000003093 cationic surfactant Substances 0.000 claims description 2
- 239000002736 nonionic surfactant Substances 0.000 claims description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 21
- 239000004568 cement Substances 0.000 description 18
- -1 polypropylene Polymers 0.000 description 10
- 239000004372 Polyvinyl alcohol Substances 0.000 description 9
- 229920002451 polyvinyl alcohol Polymers 0.000 description 9
- 239000006185 dispersion Substances 0.000 description 8
- 230000000704 physical effect Effects 0.000 description 8
- 229920000609 methyl cellulose Polymers 0.000 description 7
- 239000001923 methylcellulose Substances 0.000 description 7
- 235000010981 methylcellulose Nutrition 0.000 description 7
- 239000004576 sand Substances 0.000 description 7
- 239000000377 silicon dioxide Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 239000011398 Portland cement Substances 0.000 description 5
- 238000005452 bending Methods 0.000 description 5
- 239000004205 dimethyl polysiloxane Substances 0.000 description 5
- 229920000435 poly(dimethylsiloxane) Polymers 0.000 description 5
- 239000012779 reinforcing material Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000002518 antifoaming agent Substances 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 3
- 239000000839 emulsion Substances 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 239000010440 gypsum Substances 0.000 description 3
- 229910052602 gypsum Inorganic materials 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- MWUXSHHQAYIFBG-UHFFFAOYSA-N nitrogen oxide Inorganic materials O=[N] MWUXSHHQAYIFBG-UHFFFAOYSA-N 0.000 description 3
- 239000012071 phase Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- LNAZSHAWQACDHT-XIYTZBAFSA-N (2r,3r,4s,5r,6s)-4,5-dimethoxy-2-(methoxymethyl)-3-[(2s,3r,4s,5r,6r)-3,4,5-trimethoxy-6-(methoxymethyl)oxan-2-yl]oxy-6-[(2r,3r,4s,5r,6r)-4,5,6-trimethoxy-2-(methoxymethyl)oxan-3-yl]oxyoxane Chemical compound CO[C@@H]1[C@@H](OC)[C@H](OC)[C@@H](COC)O[C@H]1O[C@H]1[C@H](OC)[C@@H](OC)[C@H](O[C@H]2[C@@H]([C@@H](OC)[C@H](OC)O[C@@H]2COC)OC)O[C@@H]1COC LNAZSHAWQACDHT-XIYTZBAFSA-N 0.000 description 2
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 2
- XKRFYHLGVUSROY-UHFFFAOYSA-N Argon Chemical compound [Ar] XKRFYHLGVUSROY-UHFFFAOYSA-N 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 229920002134 Carboxymethyl cellulose Polymers 0.000 description 2
- 239000001856 Ethyl cellulose Substances 0.000 description 2
- ZZSNKZQZMQGXPY-UHFFFAOYSA-N Ethyl cellulose Chemical compound CCOCC1OC(OC)C(OCC)C(OCC)C1OC1C(O)C(O)C(OC)C(CO)O1 ZZSNKZQZMQGXPY-UHFFFAOYSA-N 0.000 description 2
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 2
- 239000004354 Hydroxyethyl cellulose Substances 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 2
- RAHZWNYVWXNFOC-UHFFFAOYSA-N Sulphur dioxide Chemical compound O=S=O RAHZWNYVWXNFOC-UHFFFAOYSA-N 0.000 description 2
- 239000003513 alkali Substances 0.000 description 2
- 150000003973 alkyl amines Chemical class 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 239000007864 aqueous solution Substances 0.000 description 2
- 239000012300 argon atmosphere Substances 0.000 description 2
- 239000012298 atmosphere Substances 0.000 description 2
- 239000011400 blast furnace cement Substances 0.000 description 2
- 239000001768 carboxy methyl cellulose Substances 0.000 description 2
- 235000010948 carboxy methyl cellulose Nutrition 0.000 description 2
- 229920003090 carboxymethyl hydroxyethyl cellulose Polymers 0.000 description 2
- 239000008112 carboxymethyl-cellulose Substances 0.000 description 2
- 239000011294 coal tar pitch Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 238000007598 dipping method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229920001249 ethyl cellulose Polymers 0.000 description 2
- 235000019325 ethyl cellulose Nutrition 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 238000005087 graphitization Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 235000019447 hydroxyethyl cellulose Nutrition 0.000 description 2
- 239000003350 kerosene Substances 0.000 description 2
- 229920000126 latex Polymers 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000002074 melt spinning Methods 0.000 description 2
- 239000011302 mesophase pitch Substances 0.000 description 2
- 239000011295 pitch Substances 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- 229920002635 polyurethane Polymers 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- 229920002689 polyvinyl acetate Polymers 0.000 description 2
- 239000011118 polyvinyl acetate Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 239000004094 surface-active agent Substances 0.000 description 2
- JAHNSTQSQJOJLO-UHFFFAOYSA-N 2-(3-fluorophenyl)-1h-imidazole Chemical compound FC1=CC=CC(C=2NC=CN=2)=C1 JAHNSTQSQJOJLO-UHFFFAOYSA-N 0.000 description 1
- 240000006248 Broussonetia kazinoki Species 0.000 description 1
- 235000006716 Broussonetia kazinoki Nutrition 0.000 description 1
- 229920002261 Corn starch Polymers 0.000 description 1
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 229920000881 Modified starch Polymers 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 241000218657 Picea Species 0.000 description 1
- 239000004952 Polyamide Substances 0.000 description 1
- 239000002202 Polyethylene glycol Substances 0.000 description 1
- OFOBLEOULBTSOW-UHFFFAOYSA-N Propanedioic acid Natural products OC(=O)CC(O)=O OFOBLEOULBTSOW-UHFFFAOYSA-N 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- RRKGBEPNZRCDAP-UHFFFAOYSA-N [C].[Ag] Chemical compound [C].[Ag] RRKGBEPNZRCDAP-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 239000002216 antistatic agent Substances 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229910052786 argon Inorganic materials 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000002826 coolant Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 229920001577 copolymer Polymers 0.000 description 1
- 239000008120 corn starch Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- LDHQCZJRKDOVOX-NSCUHMNNSA-N crotonic acid Chemical compound C\C=C\C(O)=O LDHQCZJRKDOVOX-NSCUHMNNSA-N 0.000 description 1
- 238000001739 density measurement Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 239000003085 diluting agent Substances 0.000 description 1
- JZZIHCLFHIXETF-UHFFFAOYSA-N dimethylsilicon Chemical class C[Si]C JZZIHCLFHIXETF-UHFFFAOYSA-N 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 150000002334 glycols Chemical class 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 229910052736 halogen Inorganic materials 0.000 description 1
- 150000002367 halogens Chemical class 0.000 description 1
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 1
- 239000011261 inert gas Substances 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 239000010721 machine oil Substances 0.000 description 1
- VZCYOOQTPOCHFL-UPHRSURJSA-N maleic acid Chemical compound OC(=O)\C=C/C(O)=O VZCYOOQTPOCHFL-UPHRSURJSA-N 0.000 description 1
- 239000011976 maleic acid Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- LVHBHZANLOWSRM-UHFFFAOYSA-N methylenebutanedioic acid Natural products OC(=O)CC(=C)C(O)=O LVHBHZANLOWSRM-UHFFFAOYSA-N 0.000 description 1
- 239000002480 mineral oil Substances 0.000 description 1
- 235000010446 mineral oil Nutrition 0.000 description 1
- 235000019426 modified starch Nutrition 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 125000005010 perfluoroalkyl group Chemical group 0.000 description 1
- 239000011301 petroleum pitch Substances 0.000 description 1
- 229920001495 poly(sodium acrylate) polymer Polymers 0.000 description 1
- 229920002401 polyacrylamide Polymers 0.000 description 1
- 229920000058 polyacrylate Polymers 0.000 description 1
- 229920002239 polyacrylonitrile Polymers 0.000 description 1
- 229920001515 polyalkylene glycol Polymers 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 229920000768 polyamine Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920001223 polyethylene glycol Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000007127 saponification reaction Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- NNMHYFLPFNGQFZ-UHFFFAOYSA-M sodium polyacrylate Chemical compound [Na+].[O-]C(=O)C=C NNMHYFLPFNGQFZ-UHFFFAOYSA-M 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000009987 spinning Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 239000011289 tar acid Substances 0.000 description 1
- 239000011271 tar pitch Substances 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 125000000101 thioether group Chemical group 0.000 description 1
- VZCYOOQTPOCHFL-UHFFFAOYSA-N trans-butenedioic acid Natural products OC(=O)C=CC(O)=O VZCYOOQTPOCHFL-UHFFFAOYSA-N 0.000 description 1
- LDHQCZJRKDOVOX-UHFFFAOYSA-N trans-crotonic acid Natural products CC=CC(O)=O LDHQCZJRKDOVOX-UHFFFAOYSA-N 0.000 description 1
- 239000010723 turbine oil Substances 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 239000011345 viscous material Substances 0.000 description 1
Landscapes
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (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、炭素積維で強化された水硬性原料からなる複
合材料の製造方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for manufacturing a composite material made of a hydraulic raw material reinforced with carbon fibers.
(従来の技術)
ポルトランドセメント、高炉セメント、アルミナセメン
トなどの各撞セメント類や石こうなどの水硬性原料に炭
素繊維を強化材として添加した水硬性複合材料は軽量で
、強度が強く、靭性が大きいなどの特徴をもつ材料とし
て、建築、土木分野などへの利用が盛んに行なわれつつ
ある0
炭素繊維は他の補強繊維に較べ種々の優れた特徴を有す
る。(Conventional technology) Hydraulic composite materials, which are made by adding carbon fiber as a reinforcing material to various cements such as Portland cement, blast furnace cement, and alumina cement, and hydraulic raw materials such as gypsum, are lightweight, strong, and tough. As a material with the following characteristics, carbon fiber is increasingly being used in the fields of architecture and civil engineering, etc. Carbon fiber has various superior characteristics compared to other reinforcing fibers.
例えば、ガラス繊維は耐アルカリ性に乏しいのでセメン
ト中での耐久性が劣るのに対し炭素繊維は耐アルカリ性
に優れ耐久性がまさる。ビニロン、ポリプロピレン、ア
ラミドなどの合成繊維は炭素繊維に較べ耐熱性、耐薬品
性などが劣るし、水硬性複合材料を製造する際に、高温
下でオートクレーブ養生する工程に耐え難いなどの不都
合がある。さらに、鋼繊維などの金属繊維は、セメント
マトリックス中での腐食による劣化の難点がある。For example, glass fiber has poor alkali resistance and therefore has poor durability in cement, whereas carbon fiber has excellent alkali resistance and is superior in durability. Synthetic fibers such as vinylon, polypropylene, and aramid have inferior heat resistance and chemical resistance compared to carbon fibers, and when producing hydraulic composite materials, they have disadvantages such as being unable to withstand the autoclave curing process at high temperatures. Furthermore, metal fibers such as steel fibers suffer from deterioration due to corrosion in the cement matrix.
(発明が解決しようとする問題点)
このように炭素繊維は補強材として優れる反面、短繊維
状の炭素繊維を水硬性原料中に均一に混合分散するのが
むずかしいため、その補強性能を充分に発揮出来難い問
題があった。(Problems to be Solved by the Invention) Although carbon fiber is excellent as a reinforcing material, it is difficult to uniformly mix and disperse short carbon fibers in hydraulic raw materials, so that its reinforcing performance cannot be sufficiently improved. There was a problem that made it difficult to perform.
このため、従来から均一に混合分散しようとして次のよ
うな様々な検討が試みられているか未だ不充分でかつ極
々の問題がある。例えば、■ 粘度へ000cpa 〜
100,000cpeの水系粘性体と炭素繊維よりなる
混合物を、セメント及び骨材を主体とする水硬性組成物
に冷加、混合する方法。For this reason, the following various studies have been attempted to achieve uniform mixing and dispersion, but they are still insufficient and have many problems. For example, ■ viscosity 000cpa ~
A method of cooling and mixing a mixture of 100,000 cpe water-based viscous material and carbon fiber into a hydraulic composition mainly composed of cement and aggregate.
(特公昭60−ダsiダλ号公報)
本方法によれば、均一な混合分散は可能となろうが、実
施例にもあるように、メチルセルロース水浴液のような
水系粘性体中に高価で特殊なミキサー(′オムニミキサ
ー′:攪拌羽根がなく、揺動盤上に可読自在のゴムボー
ルを取りつけてなυ、機構上、王に拡散混合がなされる
)を用いてあらかじめ炭素繊維を混合しておき、ついで
得られた混合物をさらに傾胴型コンクリートミキサーを
用いて水硬性組成物と混合することから、メチルセルロ
ースのような増粘剤の使用が必須であるし、二種類の混
合機を使うなどの経済性、操作性の上で改善すべき問題
がある。(Japanese Patent Publication No. 1986-Dasi-Da-λ) According to this method, uniform mixing and dispersion may be possible, but as shown in the examples, it is expensive to mix and disperse methylcellulose in an aqueous viscous body such as a water bath liquid. The carbon fibers are mixed in advance using a special mixer ('Omni-mixer': there is no stirring blade, a readable rubber ball is attached to the oscillating plate, and mechanically, diffusion mixing is performed at the same time). Since the resulting mixture is then mixed with a hydraulic composition using a tilting concrete mixer, it is essential to use a thickener such as methylcellulose, and two types of mixers are used. There are problems that need to be improved in terms of economy and operability.
■ 炭素繊維などの短繊維をバインダーでゆるく結束し
た状態にして、未硬化セメント中に混入し、未硬化セメ
ントの攪拌によって短繊維の結束を解きながら分散させ
る方法。■ A method in which short fibers such as carbon fibers are loosely bound with a binder and mixed into unhardened cement, and the short fibers are untied and dispersed by stirring the unhardened cement.
(特開昭A/−10弘06号公報)
本方法では結束の程度は′オムニミキサー′などで攪拌
した場合に容易に結束が解かれる程度と説明され、実汎
列においても ′オムニミキサー′が使われておシ、特
殊なミキサーを使う不都合がある上に、バインダーの使
用量も繊維/バインダーの容量比として5/S〜9//
とされ、多量のバインダーを使う不利さや、水系添加の
セメントに較べ、粘度の大きな水を添加したセメントス
ラリー中で、繊維を混合分散するためには大きな攪拌動
力を要すると予想されるなどの不都合もある。(Japanese Unexamined Patent Publication No. 10-10-06) In this method, it is explained that the degree of binding is such that it can be easily untied when stirred with an ``omni mixer'', and even in a practical series, it is said that the degree of binding is such that it can be easily untied when mixed with an ``omni mixer.'' However, in addition to the inconvenience of using a special mixer, the amount of binder used is 5/S to 9// as a fiber/binder volume ratio.
However, there are disadvantages such as the disadvantage of using a large amount of binder, and the fact that it is expected that a large amount of stirring power will be required to mix and disperse fibers in a cement slurry with water added, which has a high viscosity compared to cement with water-based additions. There is also.
(問題点を解決するための手段)
このような従来技術の問題点を改善すべく、用いる炭素
繊維の集束方法と集束の状態、水硬性原料中に炭素繊維
を均一に混合分散させるための混合方法と混合機の構造
、さらには得られる水硬性複合材料の物性について、深
く検討した。この結果、所定限界以上の嵩密度を有する
短d1.維状の炭素繊維束を用い、水硬性原料の混合に
通常用いられる汎用の混合機の中で極く短時間、水硬性
原料と乾式混合(空練り)し、ついで水を加えて混練り
!ると云う、実用性かつ経済性に富む方法により、優れ
た物性の水硬性複合材料が製造出来ることを見い出し、
本発明を完成した。(Means for solving the problem) In order to improve the problems of the conventional technology, the method and state of the carbon fibers used, the mixing method for uniformly mixing and dispersing the carbon fibers in the hydraulic raw material, etc. The method and structure of the mixer, as well as the physical properties of the resulting hydraulic composite material, were investigated in depth. As a result, the short d1. Using fibrous carbon fiber bundles, dry mix (dry kneading) with hydraulic raw materials for a very short time in a general-purpose mixer normally used for mixing hydraulic raw materials, then add water and knead! We discovered that hydraulic composite materials with excellent physical properties can be manufactured using a practical and economical method.
The invention has been completed.
すなわら、本発明は水硬性原料に炭素繊維を混合分散さ
せて複合材料を製造する方法において、炭素繊維として
下記の方法で測定した嵩密度が0.0597m1以上で
あって、30〜tl、0007本のモノフィラメントが
集束された状態にある短繊維状の炭素繊維束を用い、外
殻が回転する混合機及び/又は攪拌羽根を有する混合機
の中で、水硬性原料と該炭素繊維束とを乾式混合し、つ
いで得られた混合物と水とを混練することを特徴とする
炭素ffl維強化水硬性複合材料の製造方法に存する。In other words, the present invention provides a method for manufacturing a composite material by mixing and dispersing carbon fibers in a hydraulic raw material, in which carbon fibers have a bulk density of 0.0597 m1 or more as measured by the following method, and are 30 to 1 ml, Using a short carbon fiber bundle in which seven monofilaments are bundled, the hydraulic raw material and the carbon fiber bundle are mixed in a mixer with a rotating outer shell and/or a mixer with stirring blades. The present invention relates to a method for producing a carbon FFL fiber-reinforced hydraulic composite material, which comprises dry mixing and then kneading the resulting mixture with water.
長さが10rrsの炭素繊維束λθ1を!;00m1容
量のガラス製メスシリンダー中に入れ、該メスシリンダ
ーを木製台上で3crnの高さから5回反覆して落下し
た後の繊維束の容量を測定し嵩密度を求める。A carbon fiber bundle λθ1 with a length of 10rrs! The fiber bundle is placed in a glass graduated cylinder with a capacity of 00 ml, and the volume of the fiber bundle is measured after falling by repeatedly turning the graduated cylinder 5 times from a height of 3 crn on a wooden stand to determine the bulk density.
以下、本発明の詳細な説明する。The present invention will be explained in detail below.
本発明では建築材料や土木材料に通常用いられる無機系
の各種水硬性原料が使用出来、例えばポルトランドセメ
ント、高炉セメント、アルミナセメント、ケイ酸カルシ
ウム、天然石こう、合成石こうなどが用いられる。In the present invention, various inorganic hydraulic raw materials commonly used for building materials and civil engineering materials can be used, such as Portland cement, blast furnace cement, alumina cement, calcium silicate, natural gypsum, and synthetic gypsum.
本発明で用いる炭素繊維としては公知の炭素繊維であれ
ば特に限定されることなく使用でき、例えばコールター
ルピッチ、石油系ピッチ、石炭液化物、ポリアクリロニ
トリル、セルロース、ポリビニルアルコール等を原料と
した炭素繊維を用いることができる。The carbon fiber used in the present invention is not particularly limited as long as it is a known carbon fiber. For example, carbon fibers made from coal tar pitch, petroleum pitch, liquefied coal, polyacrylonitrile, cellulose, polyvinyl alcohol, etc. Fibers can be used.
中でも、光学的異方性相を含むピッチから作られる炭素
繊維、すなわちメソフェーズピッチ系炭素繊維は、従来
水硬性原料の補強材として主に用いられている、等方性
相のピッチから作られる等力負ピンチ系炭素繊維に較べ
、繊維自体の引張強度や引張弾性率が大きいことにより
、本発明に用いると得られる水硬性複合材料の強度や剛
性が大きい製品が得られ好ましい。Among them, carbon fiber made from pitch containing an optically anisotropic phase, that is, mesophase pitch carbon fiber, is a type of carbon fiber made from pitch containing an isotropic phase, which is conventionally mainly used as a reinforcing material for hydraulic raw materials. Since the tensile strength and tensile modulus of the fibers themselves are greater than those of the negative pinch type carbon fibers, it is preferable that when used in the present invention, a hydraulic composite material having greater strength and rigidity can be obtained.
特に、メソフェーズピッチ系炭素繊維であって引張強度
が/ 00 Kg/wm2以上、及び又は引張弾性率が
/コT肩以上のものを用いると、得られる水硬性複合材
料の物性はより一層優れる。In particular, when a mesophase pitch carbon fiber having a tensile strength of /00 Kg/wm2 or more and/or a tensile modulus of /00 Kg/wm2 or more is used, the physical properties of the resulting hydraulic composite material are even more excellent.
これらの炭素繊維に関し、本発明で用いる所望の嵩密度
を有する集束した炭素繊維束を製造するには種々の方法
が可能である。Regarding these carbon fibers, various methods are possible to produce the focused carbon fiber bundles having the desired bulk density for use in the present invention.
例えば、上記原料を紡糸して得られる原料繊維に集束剤
を付着して集束して原料繊維束を得た後、これを不融化
処理或いは耐炎化処理し、炭化し、さらに要すれば黒鉛
化して炭2 flt維束を得ることが出来る。この場合
、集束剤の種類、付着量、付着方法などを適宜選択決定
することにより、所望の嵩密度を待つ炭素繊維束を得る
ことが出来る。For example, after the raw material fibers obtained by spinning the above-mentioned raw materials are attached with a sizing agent and bundled to obtain a raw fiber bundle, this is treated to be infusible or flameproof, carbonized, and if necessary graphitized. It is possible to obtain a charcoal 2 flt fiber bundle. In this case, a carbon fiber bundle having a desired bulk density can be obtained by appropriately selecting and determining the type of sizing agent, amount of sizing agent, amount of sizing agent, and method of adhesion.
なお、本発明では黒鉛化処理して得られた黒鉛化繊維束
も炭素繊維束に官めるものとする。In addition, in the present invention, a graphitized fiber bundle obtained by graphitization treatment is also considered to be a carbon fiber bundle.
上記の集束剤には珈々の物質が使用出来、例えばポリジ
メチルシロキサン、アミン変性ポリジメチルシロキサン
などのポリジメチルシロキサン誘導体、ポリエチレング
リコール、ポリプロヒレ/グリコールなどのポリアルキ
レングリコール誘導体、機械油、タービン油、灯油など
の鉱物油、脂肪酸エステル化合物、スルフィド基含有化
合物、パーフルオロアルキル基含有化合物の内の1種又
はそれらの2棟以上の混合物が用いられる。A variety of substances can be used as the above-mentioned sizing agent, such as polydimethylsiloxane derivatives such as polydimethylsiloxane and amine-modified polydimethylsiloxane, polyalkylene glycol derivatives such as polyethylene glycol and polypropylene/glycol, machine oil, turbine oil, One type of mineral oil such as kerosene, a fatty acid ester compound, a sulfide group-containing compound, a perfluoroalkyl group-containing compound, or a mixture of two or more thereof is used.
そして集束剤は単味或いは集束剤を主成分とし公知の静
電防止剤、平滑剤、及び界面活性剤を添加して使うこと
が出来、さらには繊維への付着を均一にしかつ、繊維へ
の抵抗を少なくするために集束剤をストレート付着する
以外に、水、ケロシン、ジメチルシリコンダイマーナト
公知の希釈剤で希釈使用してもよい。The sizing agent can be used alone or with a sizing agent as its main component and known antistatic agents, smoothing agents, and surfactants added.Furthermore, the sizing agent can be used to uniformly adhere to the fibers and to In order to reduce the resistance, instead of applying the focusing agent straight, it may be diluted with a known diluent such as water, kerosene, or dimethyl silicon dimer.
祭束剤の原料繊維に対する付着量は通常0.1〜20重
量%の範囲であり、特に0.2〜lθ重f%が好適であ
る。The amount of the binding agent attached to the raw material fibers is usually in the range of 0.1 to 20% by weight, particularly preferably 0.2 to lθ weight f%.
付着量が0.1重量%より少ないと得られる炭素繊維束
がばらけ易く、所望の嵩督度が得られず、水硬性原料と
混合する際にモノフィラメント同志がからみ合ったシ、
毛玉状のファイバーボールが出来て、均一に混合分散出
来ない不都合が起る。If the adhesion amount is less than 0.1% by weight, the obtained carbon fiber bundle will easily come apart, the desired bulkiness will not be obtained, and the monofilaments will become entangled when mixed with the hydraulic raw material.
This causes the inconvenience that fluff-like fiber balls are formed and uniform mixing and dispersion is not possible.
またコOM fit 1以上となると不融化処理もしく
は耐炎化処理の際に付着した集束剤の揮散が不充分とな
って繊維上に残存し、不融化処理もしくは耐炎化処理の
反応を阻害する原因となったり、繊維から発生する低分
子物ガスの飛散が充分に行なえないためかえって炭素繊
維の物性を低下させる原因となったりする。In addition, if the OM fit is 1 or more, the sizing agent that adhered during the infusibility treatment or flameproofing treatment will not be sufficiently volatilized and will remain on the fibers, causing inhibition of the reaction of the infusibility treatment or flameproofing treatment. Otherwise, the low molecular weight gases generated from the fibers cannot be sufficiently dispersed, which may actually cause deterioration of the physical properties of the carbon fibers.
集束剤を原料繊維に付着させる方法としては、スプレー
によシ吹き付ける方法、ローラーやガイドに付けて接触
させる方法、浸漬させる方法等が用いられる。As a method for attaching the sizing agent to the raw material fibers, a method of spraying it, a method of attaching it to a roller or a guide and bringing it into contact with it, a method of dipping it, etc. are used.
集束剤が付着され、集束された原料繊維束は周知の方法
に従って、不融化処理もしくは耐炎化処理及び炭化処理
が行なわれる。不融化処理もしくは耐炎化処理は、原料
繊維を酸素、オゾン、空気、窒素酸化物、ハロゲン、亜
硫酸ガス等の酸化性雰囲気下、/!0−’700℃の温
度にj分〜10時間程度加熱することによって行なわれ
る。The bundle of raw material fibers to which the sizing agent has been attached is subjected to infusibility treatment or flameproofing treatment and carbonization treatment according to well-known methods. Infusibility treatment or flameproofing treatment is performed by subjecting the raw fiber to an oxidizing atmosphere such as oxygen, ozone, air, nitrogen oxides, halogen, sulfur dioxide gas, etc. This is carried out by heating at a temperature of 0 to 700°C for about 10 minutes to 10 hours.
また炭化処理は、上記処理により得られた繊維を窒素、
アルゴン等の不活性ガス雰囲気下、jθO−コ000℃
の温度に0.!r分〜IO時間程度加熱することによっ
て行なわれる。In addition, the carbonization treatment is performed by adding nitrogen to the fibers obtained through the above treatment.
Under an inert gas atmosphere such as argon, jθO-co000℃
at a temperature of 0. ! This is done by heating for about r minutes to 10 hours.
さらに黒鉛化処理を行なう場合には、20θO〜300
0℃の温度に/秒〜1時間程度加熱すれば良い。Furthermore, when graphitizing treatment is performed, 20θO~300
It may be heated to a temperature of 0° C. for about 1 second to 1 hour.
また別の方法としては、本発明の原料繊維束に集束剤を
付着し、不融化処理もしくは耐炎化処理して得られた不
融化もしくは耐炎化繊維に、再度集束剤を付着して集束
し、炭化し、さらに要すれば黒鉛化して目的の炭素慄維
束を得ることが出来る。Another method is to attach a sizing agent to the raw material fiber bundle of the present invention, perform an infusible treatment or a flame resistant treatment, and then re-adhere a sizing agent to the resulting infusible or flame resistant fibers and bundle them. The desired carbon fiber bundle can be obtained by carbonization and, if necessary, graphitization.
これら不融化もしくは耐炎化繊維に対する具体的な集束
剤の種類、付着量、付着方法などは既述の原料繊維の場
合と同様に実施することが出来、さらに炭化処理及び黒
鉛化処理は原料繊維の場合と同様に実施することが出来
る。The specific type, amount, and method of applying the sizing agent to these infusible or flame-resistant fibers can be carried out in the same manner as for the raw material fibers described above. It can be implemented in the same way as in the case.
さらに別の方法としては、既述した本発明の方法に従っ
て、原料繊維及び/又は不融化もしくは耐炎化禮維段階
で集束剤を付着して製造した炭素繊維の束、或いは通常
の方法で製造した炭素繊維にサイジング剤を付着して目
的の集束した炭素繊維束を得ることが出来、サイジング
剤の種類、付着量、付着方法などを適宜調節することK
より、所望の嵩密度を持つ集束した炭素繊維束が得られ
る。Still another method is to produce a bundle of carbon fibers produced by attaching a sizing agent to the raw material fibers and/or the infusible or flame-resistant fibers in the process of the present invention, or by a conventional method. By attaching a sizing agent to carbon fibers, the desired focused carbon fiber bundle can be obtained, and the type of sizing agent, amount of attachment, attachment method, etc. can be adjusted as appropriate.
As a result, a bundle of carbon fibers having a desired bulk density can be obtained.
具体的なサイジング剤としては、ポリビニルアルコール
(PTA)系として、未ケン化のポリ酢酸ビニル、部分
ケン化PVA、完全ケン化PVA、及び変性PVAとし
てイタコン酸変性、7タール酸変性、アクリル酸変性P
VAがある。Specific sizing agents include polyvinyl alcohol (PTA) based unsaponified polyvinyl acetate, partially saponified PVA, completely saponified PVA, and modified PVA such as itaconic acid modified, 7-tar acid modified, and acrylic acid modified. P
There is a VA.
又、酢酸ビニルとエチレン、マレイン酸、クロトン酸、
又はアクリル酸との共重合物、メチルセルロース、エチ
ルセルロース、カルボキシメチルセルロース、ヒドロキ
シエチルセルロース等ノセルロース誘導体、コーンスタ
ーチ、可溶性デンプン等のデンプン誘導体、ポリアクリ
ル酸ソーダ、ポリアクリルアマイド等のアクリル系重合
体も用いられる。Also, vinyl acetate and ethylene, maleic acid, crotonic acid,
Alternatively, copolymers with acrylic acid, cellulose derivatives such as methyl cellulose, ethyl cellulose, carboxymethyl cellulose, and hydroxyethyl cellulose, starch derivatives such as corn starch and soluble starch, and acrylic polymers such as sodium polyacrylate and polyacrylamide may also be used.
さらには、ゴムラテックス、硬化剤を含まない軟化点が
90℃以上のエポキシ衛脂、ポリウレタンも用いること
が出来る。これらのポリマーの内で特にカチオン性を示
すものはセメントとの接着性を向上するのに有効で、例
えばカチオン変性PTA、カチオン性ポリ酢酸ビニル、
カチオン性プムラテックス、カチオン化ポリウレタンな
どが用いられる。Furthermore, rubber latex, epoxy resin with a softening point of 90° C. or higher, and polyurethane that do not contain a hardening agent can also be used. Among these polymers, those exhibiting cationic properties are particularly effective in improving adhesion with cement, such as cation-modified PTA, cationic polyvinyl acetate,
Cationic pumice latex, cationized polyurethane, etc. are used.
以上のサイジング剤は水溶液、エマルジョン、或いは溶
剤に溶解した溶液の状態で、一種又は二種以上の混合物
として炭素繊維に付着し、その後乾燥又は脱溶剤して、
集束した炭素繊維束が得られる。The above sizing agents are attached to carbon fibers in the form of an aqueous solution, an emulsion, or a solution dissolved in a solvent, as one type or a mixture of two or more, and then dried or desolventized.
A focused carbon fiber bundle is obtained.
サイジング剤の炭素繊維への付着量は通常、0.1〜2
0重量%である。0./重景チ未満では集束性が不足し
、所望の嵩密度が得られず、水硬性原料に均一混合分散
も出来飽い。又、20重量%を越えると集束が過反に強
固になり、水硬性原書中での分散度が劣り、水硬性複合
材料の物性が低下したり、サイジング処理する際に、ロ
ーラーに繊維束がとられたシして容易に製造しづらいな
どの難点がある。さらに、より適切な付着量の範囲はサ
イジング剤の種類に応じて選定され、例えばポリビニル
アルコール(PVA)系の未ケン化のポリI!rll:
C役ビニル、部分ケン化P″JA、完全ケン化PVA、
及びそれらのカチオン性変性物の場合は好ましくは9.
3〜70重量%、より好ましくFio、5−23黛チで
ある。The amount of sizing agent attached to carbon fiber is usually 0.1 to 2.
It is 0% by weight. 0. / If it is less than 100%, the convergence will be insufficient, the desired bulk density will not be obtained, and uniform mixing and dispersion in the hydraulic raw material will not be possible. In addition, if it exceeds 20% by weight, the bundle becomes too strong, the degree of dispersion in the hydraulic original is poor, the physical properties of the hydraulic composite material deteriorate, and the fiber bundles may be attached to the roller during sizing treatment. There are disadvantages such as the fact that it is difficult to manufacture because it is difficult to manufacture. Furthermore, a more appropriate range of adhesion amount is selected depending on the type of sizing agent. For example, unsaponified polyvinyl alcohol (PVA)-based poly I! rll:
C role vinyl, partially saponified P''JA, fully saponified PVA,
and cationic modified products thereof are preferably 9.
3 to 70% by weight, more preferably Fio, 5-23% by weight.
サイジング剤の付着方法にはスプレーにより吹き付ける
方法、ローラやガイドに付けて接触させる方法、浸漬さ
せる方法等が用いられる。The sizing agent can be applied by spraying, by attaching it to a roller or guide, or by dipping it.
さらに、本発明に用い得る炭素−璃維としては、前述の
方法に従って炭化或いは黒鉛化処理した後に気相或いは
液相での酸化や電解処理などの表面処理を行なったもの
、さらにその後サイジング剤で処理したものも用いるこ
とが出来る。Furthermore, the carbon-silver fibers that can be used in the present invention include those that have been carbonized or graphitized according to the method described above, and then subjected to surface treatment such as oxidation or electrolytic treatment in the gas phase or liquid phase, and those that have been further treated with a sizing agent. Processed products can also be used.
本発明では、このようにして得られる集束した炭素繊維
束を構成するモノフィラメント数が30〜/コ、000
本であることが適当で、好ましくは50〜b、o o
o本であることが望ましい。In the present invention, the number of monofilaments constituting the thus obtained focused carbon fiber bundle is 30 to 1,000.
Suitably a book, preferably 50~b, o o
It is desirable that the number of books is o.
30本未満のものは集束した繊維束を製造する際の生産
性が悪いなどの問題があり、一方/コ、θθθ本を越え
ると一束状に集束するのがむずかしかったり、水硬性原
料中での分散性が悪くなったりして不つどうである。If there are fewer than 30 fibers, there are problems such as poor productivity when producing a bundled fiber bundle, while if there are more than θθθ fibers, it may be difficult to bundle them into a single bundle, or it may be difficult to bundle them in hydraulic raw materials. This is disadvantageous because the dispersibility of the liquid may deteriorate.
−に分散する上で好ましい。- preferable for dispersion in
つぎに本発明では、集束した炭素繊維束は短繊維状にし
て水硬性原料に混合されるが、該繊維束の製法としては
集束した長繊維束を切断したもの、或いは既に短繊維状
にしたものを集束したもののいずれもが使える。Next, in the present invention, the bundled carbon fiber bundles are made into short fibers and mixed with the hydraulic raw material, but the method for producing the fiber bundles is to cut the bundled long fiber bundles, or to cut the bundles that have already been made into short fibers. Any of the things that are focused can be used.
短稙維化の方法は通常実施される方法が可能で例えば、
ギロチン式カッター、ロービングカッター、或いはダイ
レクトスプレー機のノズルガンなどを用いて切断出来る
。The method of shortening the strands can be a commonly used method, for example,
Can be cut using a guillotine cutter, roving cutter, or direct spray machine nozzle gun.
そして既に集束した長繊維束を切断する時には過度の切
断衝立などにより集束した束かばらけすぎないようにす
るのが望ましい。When cutting a long fiber bundle that has already been bundled, it is desirable to prevent the bundle from becoming too loose by using an excessive cutting screen or the like.
集束した短繊維束の長さは/〜1100rrrであるの
が好ましい。/燗未満では水硬性原料との混合時の分散
性は良いが充分な補強性能は得られず、一方1100r
rを越えると逆に補強性は得られるものの、分散性が悪
く均一な製品が得られない。It is preferable that the length of the bundle of short fibers is 1100 rrr. / If the temperature is less than 1100 r, the dispersibility during mixing with hydraulic raw materials is good, but sufficient reinforcing performance cannot be obtained.
On the contrary, if it exceeds r, reinforcing properties can be obtained, but the dispersibility is poor and a uniform product cannot be obtained.
本発明で1要なのは、上述のようにして得られる集束し
た短繊維状の炭素繊維束の嵩密度が0.0 !−11/
rnl1以上、好ましくはθ、071//m1以上であ
ることである。One important aspect of the present invention is that the bulk density of the short carbon fiber bundle obtained as described above is 0.0! -11/
rnl1 or more, preferably θ, 071//m1 or more.
嵩密度は長さ10ttsの炭素繊維束201/をjt0
0ml容量のガラス製メスシリンダーに入れ、該メスシ
リンダーを木製台上で3cntの高さからj回反覆して
落下した後の容量(VmJ )を測定し、ユ0/Vなる
計算により求められる。The bulk density is jt0 of carbon fiber bundle 201/ with length 10tts
The sample is placed in a glass measuring cylinder with a capacity of 0 ml, and the volume (VmJ) after the cylinder is repeatedly dropped from a height of 3 cnt j times on a wooden stand is measured, and the volume (VmJ) is determined by the calculation: U0/V.
嵩密度が0.0!;11/m1未満であると、本発明の
方法により水硬性原料と混合する際に、モノフィラメン
ト状にばらけたり、からみ合ったり、毛玉状のファイバ
ーボールを生成し九りして均一に分散することが出来ず
、得られる製品も物性が劣ったり、不均一であったりす
る。Bulk density is 0.0! If it is less than 11/m1, when mixed with hydraulic raw materials by the method of the present invention, the fibers may come apart in the form of monofilaments, become entangled, or form fluff-like fiber balls, which are then dispersed uniformly. The resulting product may have poor physical properties or be non-uniform.
従来用いられている短繊維状の炭素繊維は綿状であった
り、集束の工夫が不充分であったために、嵩密度が小さ
く、従って混合分散に際し、高価で、容量の小さな特殊
ミキサー(例えば′オムニミキサー′と称される)を用
い、しかも長い時間を要して混合するなどの不都合があ
った0
これに対し、本発明では集束方法を工夫した嵩密度がo
、o s y〜以上の繊維束を用いることと、水硬性原
料との混合に汎用されている安価で容量の大きな混合機
を用いることとを組合せ、ごく短時間で混合分散が出来
るようにしたことに#f徴がある。The short carbon fibers that have been used in the past have a flocculent shape or are poorly focused, so they have a low bulk density. However, in the present invention, the bulk density is reduced by devising a focusing method.
By combining the use of fiber bundles of , o sy ~ or more and the use of an inexpensive and large-capacity mixer that is commonly used for mixing with hydraulic raw materials, it is possible to mix and disperse in a very short time. In particular, there is a #f sign.
本発明で用いる混合機は、外衣が回転する、及び/又は
攪拌羽根を庸する講造の次のような汎用混合機があけら
れる。The mixer used in the present invention may be a general-purpose mixer such as the following by Kozo, which has a rotating outer jacket and/or a stirring blade.
円筒型、二重円錐型、及び正立方体型の外殻が回転する
混合機として傾胴型コンクリートミキサー、回転ドラム
ミキサーなどがある〇又、パドル型、プロペラ型、耀型
、タービン型、パン型、リボン型、スクリュー型、ワー
ナー型、ニーダ−型などの1W拌羽根を有する混合機が
用いられる。Mixing machines with rotating cylindrical, double conical, and regular cubic shells include tilting concrete mixers and rotating drum mixers.Also, paddle type, propeller type, tower type, turbine type, and pan type. , ribbon type, screw type, Warner type, kneader type or the like having a 1W stirring blade is used.
さらに、外殻が回転しかつ攪拌羽根を有するパン回転型
強制ミキサー、アイリッヒ型ミキサーなども用いられる
。Furthermore, a pan-rotating forced mixer, an Eirich type mixer, and the like having a rotating outer shell and stirring blades are also used.
これら本発明で用いる混合機は、混合機構上、主に対流
及び又はぜん助混合をなすものである。These mixers used in the present invention mainly perform convection and/or assisted mixing in terms of mixing mechanism.
つぎに、炭素繊維束と水硬性原料とを混合する際には、
まず水を加えず混合し、ついで水を加えて混練すること
が肝要である。Next, when mixing the carbon fiber bundle and the hydraulic raw material,
It is important to first mix without adding water, then add water and knead.
始めから水を加えると水硬性原料が粘稠なスラリーとな
るため、繊維束を分散するのに大きな攪拌動力を要した
り、長時間かかったりして不都合である。If water is added from the beginning, the hydraulic raw material becomes a viscous slurry, which is disadvantageous because it requires a large stirring power or takes a long time to disperse the fiber bundles.
これに対し、本発明では水を加えず乾式混合するため、
攪拌動力も小さく、短時間で混合出来、例えば、パドル
型混合8!(J工S R3コO/規格のセメント練り混
ぜ磯)を使って、70秒乃至数分間の極く短い時間で混
合出来生産性が凌れるし、得られる水硬性複合材料の物
性も特殊ミキサーを使ったものと同等以上にすぐれる。In contrast, in the present invention, dry mixing is performed without adding water, so
The stirring power is low and mixing can be done in a short time, for example, paddle type mixing 8! (J-Ko S R3 CoO/standard cement mixing iso), it can be mixed in an extremely short time of 70 seconds to several minutes, and the productivity is superior, and the physical properties of the resulting hydraulic composite material are better than those of a special mixer. It is as good as or better than the one using .
水硬性複合材料中の炭素繊維配合tは通常0、/〜20
容門チであり、0.1%未満では補強効果が乏しく、一
方コ0チを越えると混合がしにくかったり、均一に分散
出来なかったりするなど好ましくない。Carbon fiber content t in hydraulic composite material is usually 0, / ~ 20
If it is less than 0.1%, the reinforcing effect will be poor, while if it exceeds 0%, it will be difficult to mix or uniformly disperse, which is undesirable.
又、砂、ケイ砂、砂利、砕石、シラスバルーン、フライ
アッシュ、超微粉シリカなどの骨材はこの乾式混合時に
あらかじめ配合しておくのが水硬性原料との混合を容易
にし望ましい。Further, it is desirable to mix aggregates such as sand, silica sand, gravel, crushed stone, shirasu balloons, fly ash, and ultrafine silica in advance during this dry mixing to facilitate mixing with the hydraulic raw materials.
得られた水硬性原料と炭素繊維との混合物は次いで水と
混練するが、その方法としては例えば、得られた混合機
の中の混合物に直接に水を加え引続き混練する方法、或
いは最初の混合機に水硬性原料と炭素繊維とを連続的に
供給し、得られた混合物と水と金次の混合機に連続的に
供給して混線を行なう方法、或いは横長の円筒型混合機
の一端より水硬性原料と炭素繊維、中央部より水を夫々
に連続的に供給し、混@機の前段で混合、後段で混練を
行なう方法などが可能である。The resulting mixture of hydraulic raw materials and carbon fibers is then kneaded with water, for example, by directly adding water to the resulting mixture in a mixer and then kneading it, or by mixing the mixture for the first time. A method in which hydraulic raw materials and carbon fibers are continuously supplied to a machine, and the resulting mixture and water are continuously supplied to a metal mixer to perform cross-mixing, or from one end of a horizontally long cylindrical mixer. Possible methods include continuously supplying hydraulic raw materials, carbon fibers, and water from the center, respectively, mixing at the front stage of the mixer and kneading at the rear stage.
そして、混合及び/又は混線時には、分散剤を添加する
のが好ましく、具体的にはメチルセルロース、エチルセ
ルロース、カルボキシメチルセルロース、ヒドロキシエ
チルセルロース等のセルロース誘導体、ポリアミ下型、
ポリアミン型、アルキルピコリニウム塩型、アルキルア
ミンの水溶性酸型等のカチオン性界面活性剤、アルキル
アミンオキサイド型ノニオン性界面活性剤、アルキルグ
リシン型、アルキルアラニン型、アルキルベタイン型、
アルキルイミダシリン型等の両性界面活性剤の内のいず
れか一種又は二株以上の混合物が添加される。It is preferable to add a dispersant at the time of mixing and/or cross-wiring, and specifically, cellulose derivatives such as methyl cellulose, ethyl cellulose, carboxymethyl cellulose, and hydroxyethyl cellulose, polyamide mold,
Cationic surfactants such as polyamine type, alkylpicolinium salt type, water-soluble acid type of alkylamine, alkylamine oxide type nonionic surfactant, alkylglycine type, alkylalanine type, alkylbetaine type,
One type or a mixture of two or more amphoteric surfactants such as alkylimidacillin type surfactants are added.
分散剤の添加量は水硬性原料に対して通常0.1〜10
重量%であり、o、i%未満では分散効果が乏しく、1
0%を越えて添加しても格別の効果は得られない。The amount of dispersant added is usually 0.1 to 10% based on the hydraulic raw material.
If it is less than o, i%, the dispersion effect is poor, and 1
Even if it is added in excess of 0%, no particular effect will be obtained.
又、分散剤の他に減水剤、発泡剤、消泡剤などの混和剤
も適宜添加出来る。In addition to the dispersant, admixtures such as a water reducing agent, a foaming agent, and an antifoaming agent can also be added as appropriate.
本発明で用いる集束したa、re維状の炭素繊維束は、
水硬性原料中に単独で用いられることはもちろん、本発
明以外の炭素繊維、石綿、ガラス繊維、金属繊維、有機
繊維、鉄系補強材等の他の補強材とも併用出来る。The bundled a,re fiber-like carbon fiber bundle used in the present invention is
Not only can it be used alone in hydraulic raw materials, but it can also be used in combination with other reinforcing materials other than those of the present invention, such as carbon fibers, asbestos, glass fibers, metal fibers, organic fibers, and iron-based reinforcing materials.
本発明の炭、素繊維を配合した水硬性原料は、通常実施
される各種の成形法、例えば型込成形、押出成形、遠心
成形、抄造成形などの方法により成形し、養生、固化さ
れ、枝状、管状、柱状など各種形状の水硬性複合材料が
製造出来る。The hydraulic raw material containing carbon and basic fibers of the present invention is molded by various commonly used molding methods, such as molding, extrusion, centrifugal molding, and paper molding, and is then cured, solidified, and branched. Hydraulic composite materials can be manufactured in various shapes such as circular, tubular, and columnar.
(実施例) 以下、実施例により本発明をさらに詳細に説明する。(Example) Hereinafter, the present invention will be explained in more detail with reference to Examples.
実施例/
コールタールピッチ系のメゾ7エーズビンチを溶M 紡
糸して得られた七ノフイラメ/ト本数1gO本の原料轍
維に、10センチストークスの粘度(25℃)を持つポ
リジメチルシロキサンをガイドに付けて接触させる方法
により、原料繊維に対し5饅付着して集束した。この集
束した涼料愼維束を空気中にて170℃よりダθO℃ま
でハλ時間を要して昇温しながら不融化処理し、続いて
、アルゴン雰囲気中において室温から/1t00’cま
で0.5時間を要して昇温しながら炭化処理を行ない炭
素繊維束を得、その性状を第1表に示した。ついで、該
炭素鷹維束をキロナン式カッターにより切断し、長さ1
0mの短繊維束を得、前述の方法によって測定した嵩密
度を第1表に示した。引続き、該短繊維束、早強ポルト
ランドセメント<1003iK鈑都)、ケイ砂(jOJ
kt部)及びメチルセルロース(0,3重一部)をJ工
S R1,2θ/規格のセメント練り混ぜ機(丸東製作
FDr製モルタルミキ1−1Q−/、3gA型)に投入
し、30秒秒間式混会し、短繊維が充分に分散した混合
物全僅、ついで水(qsTL量部)を加え7分間、さら
に消泡剤を加え30秒間混練した後、板状のテストピー
ス(長さ1ACrnS幅4’m、厚み1cm)kWブレ
し、気中養生(温度20℃、相対湿度A5%)し、炭素
繊維含有″43答責うの炭素繊維強化セメント材を得た
。そして、材令7日の曲げ強度ケ中央一点載荷曲げ試験
法(スパン” Cm )により測定し、テストピースJ
ヶの平均k及び敦WJ lO値を第1衣に示した。Example: A seven-novel filament obtained by melt-spinning coal tar pitch-based meso 7Aze Vinci (1 gO raw material fibers) using polydimethylsiloxane with a viscosity of 10 centistokes (25°C) as a guide. By the method of attaching and contacting, five pieces of rice cake were attached to the raw material fibers and bundled. This focused coolant fiber bundle is heated in air from 170°C to θ0°C while being infusible, and then in an argon atmosphere from room temperature to /1t00'c. Carbonization treatment was carried out over a period of 0.5 hours while increasing the temperature to obtain a carbon fiber bundle, the properties of which are shown in Table 1. Next, the carbon fiber bundle was cut with a chironan cutter to a length of 1
A short fiber bundle of 0 m length was obtained and the bulk density measured by the method described above is shown in Table 1. Subsequently, the short fiber bundle, early strength Portland cement <1003iK Hanto), silica sand (jOJ
kt part) and methylcellulose (0,3 parts) were put into a cement mixer (Mortar Mixer 1-1Q-/, 3gA type, made by Maruto Seisaku FDr) of J-Ko S R1,2θ/standard, and mixed for 30 seconds. After mixing the entire mixture in which short fibers were sufficiently dispersed, water (qsTL parts) was added for 7 minutes, and an antifoaming agent was added and kneaded for 30 seconds. A carbon fiber-reinforced cement material containing carbon fibers with a carbon fiber content of 43 mm was obtained by shaking with a kW of 4' m and a thickness of 1 cm) and curing in air (temperature 20°C, relative humidity A5%). The bending strength of the test piece J
The average k and Atsushi WJ lO values are shown in the first column.
実施例コ
コールタールピッチ系のメソ7エーズピンチを溶融紡糸
して得られた七ノフィラメント本数ユリθ本の原料繊維
に、ポリジメチルシロキサンの水エマルジョン(エマル
ジョンIAK3.3%)をガイドに付けて接触させる方
法により、原料繊維に対し10%付着し、集束した。こ
の集束した原料偵維束を空気中において730℃から3
IO′Cまで2.7時間を要して昇温し、31O℃にて
0重5時間保持し不融化処理し、続いて、アルゴン雰囲
気中において室温から7100℃まで4.3時間を要し
て昇温し、7100℃にて7時間保持し炭化処理した。Example A water emulsion of polydimethylsiloxane (emulsion IAK 3.3%) was attached to a guide and contacted with a raw material fiber having seven filaments (the number of which is θ) obtained by melt-spinning cocoal tar pitch-based meso 7Aze pinch. By this method, 10% of the fibers were adhered to the raw material fibers and bundled. This focused raw material fiber bundle was placed in the air at 730°C for 30 minutes.
It took 2.7 hours to raise the temperature to IO'C, held it at 310°C for 5 hours to make it infusible, and then heated it from room temperature to 7100°C in an argon atmosphere in 4.3 hours. The temperature was raised at 7100° C. for 7 hours to carry out carbonization treatment.
得られた炭素愼椎の性状を第1表に示した。The properties of the obtained carbon fibers are shown in Table 1.
ついで、この炭素繊維をケン化度ざ0%のポリビニルア
ルコール(サイジング剤)の水溶液(濃度θ0g%)中
に連続的に長繊維状で浸漬し、7gθ℃にて乾燥しサイ
ジング剤がへgz被e4付着した集束された炭素繊維束
を得た。Next, the carbon fibers were continuously immersed in the form of long fibers in an aqueous solution (concentration θ0g%) of polyvinyl alcohol (sizing agent) with a saponification degree of 0%, and dried at 7gθ℃, so that the sizing agent was coated with gz. A focused carbon fiber bundle with e4 deposition was obtained.
この炭素繊維束から実施例1と同様にして得た短繊維束
の嵩密度を第1表に示した。Table 1 shows the bulk density of short fiber bundles obtained from this carbon fiber bundle in the same manner as in Example 1.
引続き、この短繊維束を用い、実施例/と同じくして得
られた炭素繊維強化セメント材のテストピースの曲げ強
度を第1表に示した。Subsequently, Table 1 shows the bending strength of a test piece of carbon fiber reinforced cement material obtained using this short fiber bundle in the same manner as in Example.
比較例/
早強ポルトランドセメント(100重着部)、ケイ砂(
50重量部)、及びメチルセルロース(o、r重製部)
を実施例1と同じセメント練り混ぜ機に投入し、30秒
間混合しt後、水(+5東量部)を加え30秒間、つい
で、実施例コと同じ短繊維束を加え(3容t%)1分間
、さらに消泡剤を加え30秒間混練した。Comparative example/ Early strength Portland cement (100 layers), silica sand (
50 parts by weight), and methylcellulose (o, r heavy parts)
was put into the same cement mixer as in Example 1, mixed for 30 seconds, water (+5 parts) was added for 30 seconds, and then the same short fiber bundle as in Example 1 was added (3 volume t%). ) for 1 minute, then an antifoaming agent was added and kneaded for 30 seconds.
引続き、実施例1と四じくして得られた炭素繊維強化セ
メント材のテストピースの曲げ強度を第1表に示した。Subsequently, Table 1 shows the bending strength of test pieces of carbon fiber reinforced cement materials obtained in the same manner as in Example 1.
比較例−
実施側御の短繊維束、早強ポルトランドセメント(10
0重量部)、ケイ砂(25重量部)、及びメチルセルロ
ース(0,5ム鷺m)を’オムニミキサー′ (千代田
技研工業製OM−/θE型iot容量)に投入し、7分
間乾式混合し、ついで水C’l!Ni部)を加えダ分間
、残りのケイ砂(23重量部)を加え弘分間、さらに消
泡剤を加え3分間の合計77分間混練した後、実施例/
と同じくして得られた炭素繊維強化セメント材のテスト
ピースの曲げ強度を第1表に示した。Comparative Example - Short fiber bundles produced by the implementation side, early strength Portland cement (10
0 parts by weight), silica sand (25 parts by weight), and methylcellulose (0.5 parts by weight) were placed in an 'Omnimixer' (Chiyoda Giken OM-/θE type IOT capacity) and dry mixed for 7 minutes. , then water C'l! After kneading for a total of 77 minutes, adding the remaining silica sand (23 parts by weight) and kneading for 3 minutes, the remaining silica sand (23 parts by weight) was added and kneaded for 3 minutes.
Table 1 shows the bending strength of test pieces of carbon fiber reinforced cement material obtained in the same manner as above.
比較例3
実施例コの炭素繊維をサイジング処理することなしに、
実施例1と同様にして切断した短礒維の嵩密度を第1表
に示した。但しこの短繊維は綿状で嵩高なため、嵩密度
測定のfil、維量は109とした。との短繊維を用い
実施例1と同様にして混合したところ、全繊維量の内、
約しの量はからみ合ったり、毛玉状のファイバーポール
になシ均−分散が出来ず、第1表に示す曲げ強度も平均
値が小さく、かつ変動中も大きく劣っていた。Comparative Example 3 Without sizing the carbon fiber of Example 3,
Table 1 shows the bulk density of the short spruce fibers cut in the same manner as in Example 1. However, since this short fiber is cotton-like and bulky, the fil and fiber amount for bulk density measurement were set to 109. When mixed in the same manner as in Example 1 using short fibers of
The fiber poles were not evenly dispersed due to entanglement or fluffy fiber poles, and the bending strength shown in Table 1 had a small average value and was significantly inferior during fluctuation.
(発明の効果)
本発明によれば、嵩密度が所定限度以上に大きい集束し
た短繊維状の炭素繊維束を水硬性原料と乾式混合し、次
いで水を加え混練する。これらの混合及び混練は汎用の
簡易な混合機で極く短時間で実施出来実用性に富む。(Effects of the Invention) According to the present invention, a bundle of short carbon fibers having a bulk density greater than a predetermined limit is dry mixed with a hydraulic raw material, and then water is added and kneaded. These mixing and kneading can be carried out in a very short time using a general-purpose, simple mixer and are highly practical.
従来技術の炭素繊維では均一な混合分散がむずかしかっ
たり、混合性を良くするため、高価で特殊な混合機を用
いかなり長時間を要して混合していた不都合が改善出来
る。With conventional carbon fibers, it is difficult to mix and disperse them uniformly, and in order to improve mixability, it is difficult to mix and disperse them, and the disadvantages of using an expensive and special mixer for a considerable amount of time can be overcome.
又、得られる水硬性複合材料は炭素繊維の分散が良いた
め、品質が均一で、繊維と水硬性原料の付着効果も良い
ため、強度、靭性、耐ひび割れ性などの物性にも優れる
。In addition, the obtained hydraulic composite material has good dispersion of carbon fibers, so the quality is uniform, and the adhesion effect between the fibers and the hydraulic raw material is good, so it has excellent physical properties such as strength, toughness, and crack resistance.
出 願 人 三菱化成工業株式会社 代 理 人 弁理士長香川 − ほか/名Sender: Mitsubishi Chemical Industries, Ltd. Representative Patent Attorney Naga Kagawa - Others/names
Claims (7)
料を製造する方法において、炭素繊維として、下記の方
法で測定した嵩密度が0.05g/ml以上であつて、
30〜12,000本のモノフィラメントが集束された
状態にある短繊維状の炭素繊維束を用い、外殻が回転す
る混合機及び/又は攪拌羽根を有する混合機の中で、水
硬性原料と該炭素繊維束とを乾式混合し、ついで得られ
た混合物と水とを混練することを特徴とする炭素繊維強
化水硬性複合材料の製造方法。 〔嵩密度の測定方法〕 長さが10mmの炭素繊維束20gを500ml容量の
ガラス製メスシリンダー中に入れ、該メスシリンダーを
木製台上で3cmの高さから5回反覆して落下した後の
繊維束の容 量を測定し、嵩密度を求める。(1) In a method of manufacturing a composite material by mixing and dispersing carbon fibers in a hydraulic raw material, the carbon fibers have a bulk density of 0.05 g/ml or more as measured by the following method,
A short carbon fiber bundle containing 30 to 12,000 monofilaments is used to mix the hydraulic raw material and the mixture in a mixer with a rotating outer shell and/or a mixer with stirring blades. A method for producing a carbon fiber-reinforced hydraulic composite material, which comprises dry mixing carbon fiber bundles and then kneading the resulting mixture with water. [Method for measuring bulk density] 20 g of a carbon fiber bundle with a length of 10 mm was placed in a glass measuring cylinder with a capacity of 500 ml, and the measuring cylinder was repeatedly dropped from a height of 3 cm 5 times on a wooden stand. Measure the capacity of the fiber bundle and determine the bulk density.
求の範囲第1項記載の方法。(2) The method according to claim 1, wherein the length of the carbon fiber bundle is 1 to 100 mm.
3〜50ミクロンである特許請求の範囲第1〜2項記載
の方法。(3) The method according to any one of claims 1 to 2, wherein the diameter of the monofilament constituting the carbon fiber bundle is 3 to 50 microns.
着させ、次いで不融化処理または耐炎化処理を行ない、
更に炭化処理を行ない得られたものである特許請求の範
囲第1ないし3項のいずれかに記載の方法。(4) When the carbon fiber bundle bundles the raw material fibers, a binding agent is attached to the carbon fiber bundle, and then an infusible treatment or flameproofing treatment is performed,
The method according to any one of claims 1 to 3, which is obtained by further performing carbonization treatment.
処理を行ない、次いで集束剤を付着させた後、炭化処理
して得られたものである特許請求の範囲第1ないし3項
のいずれかに記載の方法。(5) Any one of claims 1 to 3, wherein the carbon fiber bundle is obtained by subjecting raw fibers to infusibility treatment or flameproofing treatment, then adhering a sizing agent, and then carbonization treatment. Method described in Crab.
処理した後炭化処理を行ない、次いでサイジング剤を付
着して集束して得られるものである特許請求の範囲第1
ないし5項のいずれかに記載の方法。(6) The carbon fiber bundle is obtained by subjecting raw material fibers to infusibility treatment or flameproofing treatment, followed by carbonization treatment, and then adhering a sizing agent and bundling. Claim 1
The method described in any one of Items 1 to 5.
る際に、分散剤として、セルロース誘導体又はカチオン
性、ノニオン性もしくは両性の界面活性剤のいずれか一
種又は二種以上の混合物を添加する特許請求の範囲第1
ないし6項のいずれかに記載の方法。(7) When mixing and/or kneading the hydraulic raw material and the carbon fiber bundle, one or a mixture of two or more of cellulose derivatives or cationic, nonionic, or amphoteric surfactants is added as a dispersant. Claim 1
The method described in any one of Items 1 to 6.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31365286A JPH0772097B2 (en) | 1986-12-25 | 1986-12-25 | Method for producing carbon fiber reinforced hydraulic composite material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31365286A JPH0772097B2 (en) | 1986-12-25 | 1986-12-25 | Method for producing carbon fiber reinforced hydraulic composite material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63162559A true JPS63162559A (en) | 1988-07-06 |
JPH0772097B2 JPH0772097B2 (en) | 1995-08-02 |
Family
ID=18043883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31365286A Expired - Lifetime JPH0772097B2 (en) | 1986-12-25 | 1986-12-25 | Method for producing carbon fiber reinforced hydraulic composite material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0772097B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02281023A (en) * | 1989-04-21 | 1990-11-16 | Sumitomo Bakelite Co Ltd | Curable epoxy resin composition |
JPH04189104A (en) * | 1990-11-22 | 1992-07-07 | Kyowa Giken Kk | Continuous kneading method of slurry mixed with fiber material |
US5679149A (en) * | 1993-10-13 | 1997-10-21 | Mitsubishi Chemical Corporation | Short carbon fiber chopped strands and short carbon fiber reinforced hydraulic composite materials |
JP2000072510A (en) * | 1998-08-26 | 2000-03-07 | Taiheiyo Cement Corp | Cement composition |
-
1986
- 1986-12-25 JP JP31365286A patent/JPH0772097B2/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02281023A (en) * | 1989-04-21 | 1990-11-16 | Sumitomo Bakelite Co Ltd | Curable epoxy resin composition |
JPH04189104A (en) * | 1990-11-22 | 1992-07-07 | Kyowa Giken Kk | Continuous kneading method of slurry mixed with fiber material |
US5679149A (en) * | 1993-10-13 | 1997-10-21 | Mitsubishi Chemical Corporation | Short carbon fiber chopped strands and short carbon fiber reinforced hydraulic composite materials |
JP2000072510A (en) * | 1998-08-26 | 2000-03-07 | Taiheiyo Cement Corp | Cement composition |
Also Published As
Publication number | Publication date |
---|---|
JPH0772097B2 (en) | 1995-08-02 |
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