![\"\u30cd\u30d5\u30de\u30c3\u30af\"](\"http:\/\/www.molymermatex.co.jp\/ENG\/wp-content\/uploads\/2010\/12\/nefmac01.jpg\" "\\"FRP")
<\/p>\nFRP Reinforcing Fiber Mesh for Concrete is an alternative to steel grating used to reinforce concrete. It is made with high-grade continuous fibers (such as glass, carbon, and aramid fibers) that are integrally molded with a chemically resistant resin.<\/p>\n
It is light, with greater tensile strength than an iron bar. It’s various properties, such as being corrosion resistant, and is currently patented in several countries in the world.<\/p>\n
<\/p>\n
Characteristics<\/strong><\/p>\n Used in:<\/strong><\/p>\n\n
Repairs and reinforcement of concrete parts found in bridges, tunnels, offshore structures, waste water treatment plants, etc.<\/div>\n![\"\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u88dc\u4fee\u30fb\u88dc\u5f37\u7528\"](\"http:\/\/www.molymermatex.co.jp\/ENG\/wp-content\/uploads\/2010\/12\/nefmac02-e1291825754547.jpg\" "\\"FRP")
<\/p>\nFor Shield Holes<\/strong><\/h5>\n
\n\n
\n Type<\/td>\n Reinforcement
\nFibers<\/td>\nResin<\/td>\n Specific
\nGravity<\/td>\nTensile Strength(MPa)<\/td>\n Tensile Modulus(GPa)<\/td>\n<\/tr>\n \n G<\/td>\n Glass Fiber<\/td>\n Vinyl Ester<\/td>\n 1.70<\/td>\n 600<\/td>\n 30<\/td>\n<\/tr>\n \n CR<\/td>\n High Strength
\nCarbon Fiber<\/td>\nVinyl Ester<\/td>\n 1.42<\/td>\n 1400<\/td>\n 100<\/td>\n<\/tr>\n \n CMR<\/td>\n High Modulus
\nCarbon Fiber<\/td>\nVinyl Ester<\/td>\n 1.42<\/td>\n 1200<\/td>\n 165<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n * These are standard values (not guaranteed).
\n** Grating intervals are 50mm, 100mm, and 150mm.<\/div>\nFRP Reinforcing Fiber Mesh for Concrete<\/h4>\n
\n\n
\n Gauge number<\/td>\n Nominal Cross Section Area (mm²)<\/td>\n Standard Weight(g\/m)<\/td>\n<\/tr>\n \n G3<\/td>\n 8.7<\/td>\n 15<\/td>\n<\/tr>\n \n G4<\/td>\n 13.1<\/td>\n 22<\/td>\n<\/tr>\n \n G6<\/td>\n 35<\/td>\n 60<\/td>\n<\/tr>\n \n G10<\/td>\n 78.7<\/td>\n 130<\/td>\n<\/tr>\n \n G13<\/td>\n 131<\/td>\n 220<\/td>\n<\/tr>\n \n G16<\/td>\n 201<\/td>\n 342<\/td>\n<\/tr>\n \n G19<\/td>\n 297<\/td>\n 510<\/td>\n<\/tr>\n \n CR3. CMR3<\/td>\n 4.4<\/td>\n 6.3<\/td>\n<\/tr>\n \n CR4.\u00a0CMR4<\/td>\n 6.6<\/td>\n 9.5<\/td>\n<\/tr>\n \n CR6.\u00a0CMR6<\/td>\n 17.5<\/td>\n 25<\/td>\n<\/tr>\n \n CR8.\u00a0CMR8<\/td>\n 26.4<\/td>\n 38<\/td>\n<\/tr>\n \n CR10.\u00a0CMR10<\/td>\n 39.2<\/td>\n 56<\/td>\n<\/tr>\n \n CR10.\u00a0CMR10<\/td>\n 65<\/td>\n 92<\/td>\n<\/tr>\n \n CR16.\u00a0CMR16<\/td>\n 100<\/td>\n 142<\/td>\n<\/tr>\n \n CR19.\u00a0CMR19<\/td>\n 148<\/td>\n 210<\/td>\n<\/tr>\n \n CR22.\u00a0CMR22<\/td>\n 195<\/td>\n 277<\/td>\n<\/tr>\n \n CR22.\u00a0CMR22<\/td>\n 260<\/td>\n 369<\/td>\n<\/tr>\n \n CR29.\u00a0CMR29<\/td>\n 320<\/td>\n 454<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n * These values are for reference only and are not guaranteed.
\n** The cross section is not uniform as open mold production is used.
\n*** Contact us for more information on parts not listed above.
\nNote: The numbers in the part identifications correspond to the diameter of the iron bar with the same tensile strength.<\/div>\nComparison of Rigidity(Steel Bar and C-Type FRP Reinforcing Fiber Mesh for Concrete)<\/span><\/h4>\n
\n\n
\n Gauge number<\/td>\n FRP Reinforcing Fiber Mesh for Concrete<\/td>\n<\/tr>\n \n High-Strength Model<\/td>\n Elasticity-Elasticity Model<\/td>\n<\/tr>\n \n Type<\/td>\n Rigidity<\/td>\n Part<\/td>\n Rigidity<\/td>\n Part<\/td>\n Rigidity<\/td>\n<\/tr>\n \n D6<\/td>\n 6.65<\/td>\n CR13<\/td>\n 6.5<\/td>\n CRM10<\/td>\n 6.5<\/td>\n<\/tr>\n \n D8<\/td>\n 10.6<\/td>\n CR16<\/td>\n 10<\/td>\n CRM13<\/td>\n 6.5<\/td>\n<\/tr>\n \n D10<\/td>\n 15<\/td>\n CR19<\/td>\n 14.8<\/td>\n CRM19<\/td>\n 16.5<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n