MISUMI WEBINDEX

425 2$PNNPO 4QFDJGJDBUJPOT ..BUFSJBM 4UBOEBSET EN 1.4301 Equiv. (No. 8A~15A) JIS G3459 EN 1.4404 Equiv. (No. 1S~3S) JIS G3447 2$PNNPO 4QFDJGJDBUJPOT 8FME CFBE QPSUJPO JOTJEF FYDMVEFE Surface Finish Inner Surface #320~400 (Ra≤1.0μm) Outer Surface #320~400 (Ra≤2.5μm) 25BCMF PG "QQMJDBCMF 4UBOEBSET 4IBQF 4UBOEBSET Sanitary Pipes (1S ~ 3S) JIS G3447 Sanitary Small Diameter Pipes (EN 1.4404 Equiv. 8A ~ 15A) JIS G3459 Clamp IDF/ISO Thread IDF Flange JIS B2220 &For detailed dimensions, refer to stipulated standards. 25BCMF PG 4BOJUBSZ 1JQFT %FQFOEJOH PO %JNFOTJPO 4UBOEBSE +*4 ( +*4 ( " 64" 4BOJUBSZ 4UBOEBSET *40 %*/ %*/ %*/ 4J[F 0 % % 5IJDLOFTT U 4J[F 0 % % 5IJDLOFTT U 4J[F 0 % % 5IJDLOFTT U 0 % % 5IJDLOFTT U 4J[F 0 % % 5IJDLOFTT U - - - 8A 13.8 1.65 - - - 12 1 DN10 12 1 - - - 10A 17.3 1.65 - - - 17.2 1 15 18 1 - - - 15A 21.7 2.1 - - - 21.3 1 20 22 1 1S 25.4 1.2 20A 27.2 2.1 1 25.4 1.25 1.65 25 1.2 25 28 1.5 1.25S 31.8 1.2 25A 34 2.8 1 1/4 - - 33.7 1.2 32 34 1.5 1.5S 38.1 1.2 32A 42.7 2.8 1 1/2 38.1 1.25 1.65 38 1.2 - - - - - - - - - - - - 40 1.2 40 40 1.5 2S 50.8 1.5 40A 48.6 2.8 2 50.8 1.65 51 1.2 50 52 1.5 2.5S 63.5 2 50A 60.5 2.8 2 1/2 63.5 1.65 63.5 1.6 - - - - - - - - - - - - 70 1.6 65 70 2 3S 76.3 2 65A 76.3 3 3 76.2 1.65 76.1 1.6 - - - 2*OGPSNBUJPO BCPVU 4BOJUBSZ 1JQFT 4J[F 0 % % 5IJDLOFTT U "SFB PG * % NN2 $SPTT TFDUJPOBM "SFB PG 1JQFT NN2 8FJHIU PG 1JQFT LH N $BQBDJUZ PG -JRVJE JO 1JQFT M N 'MPX 3BUF BU 7FMPDJUZ PG N TFD N3 I 8A 13.8 1.65 87 63 0.499 0.11 0.396 10A 17.3 1.65 154 81.1 0.463 0.154 0.554 15A 21.7 2.1 241 129 1.03 0.241 0.868 1S 25.4 1.2 415 91.2 0.723 0.415 1.49 1.25S 31.8 1.2 679 115 0.915 0.679 2.44 1.5S 38.1 1.2 1001 139 1.1 1 3.6 2S 50.8 1.5 1795 232 1.84 1.8 6.46 2.5S 63.5 2 2781 386 3.06 2.78 10 3S 76.3 2 4106 467 3.7 4.11 14.8 &Weight of Pipe and Liquid (kg/m) = Weight of Pipe + Amount of Liquid in Pipe & Weight of pipe and liquid indicates a weight per length (m) when pipes is filled with water (calculated as specific gravity 1.0). For liquid with different specific gravity, multiply capacity of pipes by specific gravity, and add weight of pipes to it. & Use flow rate of 1m/sec for calculating flow rate and velocity in pipes and diameter of pipes. Ex.) For flow velocity when using 2S pipe at 10m3/h: V (Velocity of Flowing Fluid) =10(m3/h)/6.46[(m3/h)/(1m/sec)]=1.55m/sec 2 3FDPNNFOEFE 5JHIUFOJOH 5PSRVF BOE *ODPNQBUJCMF .PVOUJOH .FUIPE Tightening torque for 1S ~ 3S should be 3N t m, and for 8A ~ 15A should be 3N t m or more. Further tightening or loading of pipes may deform the gaskets and cause liquid slug, leakages and damages. When fluid leaks during use, retighten pipes with torque above. If this fails to stop leakage, replace gaskets. *ODPNQBUJCMF .PVOUJOH .FUIPET 1) Pipes are not aligned. 2) Pipes are not horizontally aligned. 3) There is too much clearance between pipe fittings. Sanitary Pipes Overview

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