Series VCS For saturated steam Viewing the graph [664] (183) Upstream pressure of valve P1 = 1.0MPa 1.0 The sonic range pressure to generate a flow rate of 25kg/h for orifice 3 (VCS21) is P1 approx. 0.68MPa for orifice 4 (VCS21) is P1 approx. 0.40MPa for orifice 5 (VCS21) is P1 approx. 0.29MPa The holding heat differs somewhat depending on the pressure P1, but at 25kg/h it is approximately 16000kcal
Static moment M2 = m x g x L1 = 0.5 x 9.8 x 0.05 = 0.245 [Nm] 2 = M2/M2 max = 0.245/3 = 0.082 Investigate M2. M1 and M3 are not required because they are not generated.
Static moment M2 = m x g x L1 = 0.5 x 9.8 x 0.05 = 0.245 [Nm] 2 = M2/M2 max = 0.245/3 = 0.082 Investigate M2. M1 and M3 are not required because they are not generated.
Coordinates and Moments z M3: Yawing M1: Pitching y x M2: Rolling Static moment Ceiling mounting Horizontal mounting Wall mounting M1 M2 M2 M1 M2 M3 y X x Y y z X x Y X x Z m1 x g m2 x g m3 x g Vertical mounting Mounting orientation Horizontal Ceiling Wall Vertical m1 m2 m3 m4 Static load m M3 M1 m1 x g x X m2 x g x X m4 x g x Z Static moment M1 m1 x g x Y m2 x g x Y m3 x g x Z y z M2 z Y
X m3 x g m2 x g Vertical mounting Mounting orientation Horizontal mounting Ceiling mounting Wall mounting Vertical mounting M3 Static load (m) m1 m2 m3 m4 Note) M1 Static moment M1 m1 x g x X m2 x g x X m4 x g x Z z y M2 m1 x g x Y m2 x g x Y m3 x g x Z Y Z M3 m3 x g x X m4 x g x Y m4 x g Note) m4 is a mass movable by thrust.
Static moment M2 = m x g x L1 = 0.5 x 9.8 x 0.05 = 0.245 [Nm] 2 = M2/M2 max = 0.245/3 = 0.082 Investigate M2. M1 and M3 are not required because they are not generated.
: Rolling Static Moment Ceiling mounting Horizontal mounting Wall mounting M1 M2 M3 M1 M2 y M2 X x Y z y m1 x g X Z Y m3 x g x X x m2 x g Vertical mounting Mounting orientation Horizontal mounting Ceiling mounting Wall mounting Vertical mounting m1 m2 m3 m4 Note) M3 Static load (m) M1 M1 m1 x g x X m2 x g x X m4 x g x Z Static moment z y Y M2 m1 x g x Y m2 x g x Y m3 x g x Z Z M3 m3 x g
M2max (from 3 of graph MY1MW: M2) = 24 (Nm) m1 M3 = m1 x g x Y = 6.525 x 9.8 x 29.6 x 10 3 = 1.89 (Nm) Load factor 3 = M2/M2max = 1.89/24 = 0.08 M2 MX 5.
Static moment M2 = WL1 = 100.2 = 2 [Nm] 2 = M2/M2 max = 2/16 = 0.125 W = 1 [kg] = 10 [N] W Review M2. Since M1 & M3 are not generated, review is unnecessary. M L1 3. Dynamic moment We = 5 x 10-3WgU = 5 x 10-319.8300 = 15 [N ] Me3 = 1/3We(L2-A) = 1/3150.182 = 0.91 [Nm] 3 = Me3/Me3max = 0.91/10 = 0.091 Me3 Guide central axis We W L2 Review Me3.
moment M2 = WL (mm) Model REAH10 REAH15 REAH20 REAH25 REAHT25 REAHT32 A 15 17.5 19.5 23.5 L L A L M2 0 M1 0 M3 Since there are 2 guides, the guides central axis and the cylinders central axis are the same.
Static moment M2 = WL1 = 10 x 0.2 = 2 [Nm] 2 = M2/M2max = 2/16 = 0.125 W = 1 [kg] = 10 [N] W C J G5-S Examine M2. Since M1 & M3 are not generated, investigation is unnecessary. M CV MVGQ L1 CC We = 5 x 103 WgU = 5 x 103 x 1 x 9.8 x 300 = 15 [N] Me3 = 1/3We (L2A) = 1/3 x 15 x 0.182 = 0.91 [Nm] 3 = Me3/Me3max = 0.91/10 = 0.091 3.
VHS P1 P1 within 0.5 s P2 Output Output stops if either of the inputs are applied or neither are applied.
tubing 6/4 Y C Q V BB W K H IN OUT IN OUT Z P2 (Pressure gauge port size) Pressure gauge (Option) 2 x P1 (Port size) Plate thickness 10-/21-AW30K-B: Max. 3.5 10-/21-AW40K-B: Max. 5 B Hexagon width across flats 17 Clearance for maintenance G 1/4 Drain E CC A AW60K-B 1021S N T D J J M U Applicable tubing 6/4 R C Q BB K H IN OUT P2 Pressure gauge (Option) 2 x P1 (Port size) (Pressure gauge
) 12(P1) 12(P1) 12(P1) 10(P2) 10(P2) 10(P2) 10(P2) 12(P1)10(P2) 2 4 4 VNB0 VNB02 VNB03 VNB1 12 () (P1) (P2) () 10 ()12(P1) 10(P2) 2 VNB01V VNB02V VNB1 V 12 (P1) 10 (P2) VNB 1V (N.C.) 0 6 VN*-OMJ0001-B () P2 O O 7 VN*-OMJ0001-B No. 1 2 3 4 5 6 7 8 9 10 11 P2N.C.
) (Clamp stroke) 10.5 65 40 A 10 0 -0.5 Lock at extended direction 15 3 2 (H) (L) (L) (H) 17 85 (Same measurement on 2 sides) (Same measurement on 2 sides) 3 LOCK 40 600.05 (t=1 x 1, t=0.5 x 2) Depth 15 4 x M10 x 1.5 2 sides x (Same measurement on 2 sides) 40 (when the shims are attached) 40 2 sides x 40 (M10) 400.05 (8) 2 x 8H7 Depth 13 (Same measurement on 2 sides) With shims 47 13 91 P1
approx. 0.77MPa, for orifice 3 (VDW30) is P1 approx. 0.45MPa, for orifice 4 (VDW30) is P1 approx. 0.24MPa.
. -4VEX-OMO0001 3 0 VEX1 3 Series / / / / / / / / ( ( ( ( ) ) ) ) -5VEX-OMO0001 3 VEX1 3 Series 0 ON-OFF (AF ) (AMAFM ) (P.2.3) [1 P][1P] PE ( ( ( ( ) ) ) ) IR2000 VEX 33 ITV VY 11 (0.5MPa ) (0.1MPa ), 2 Nm 1/6 MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa -6VEX-OMO0001 3 VEX1 3 Series 0 +0.1MPa 2 PE(ASN2-M5) 0.1MPa P1 O M5 P1 O VEX1-A30-3 O P1 P1 P1
approx. 0.77MPa, for orifice 3 (VDW30) is P1 approx. 0.45MPa, for orifice 4 (VDW30) is P1 approx. 0.24MPa.
(ANR) Orifice 3 (VXA3135 4)P1 0.1MPa Orifice 2.2 (VXA3125 4)P1 0.23MPa Orifice 1.5 (VXA311 5 4)P1 0.55MPa How to Calculate Flow/Air qEquation in the domain of subsonic flow P1+0.1013=(1 to 1.8941)(P2+0.1013) Calculation by Cv factor Q=4073.4Cv gP(P2+0.1013)l/min(ANR) Calculation by effective area Q=226.3S gP(P2+0.1013) l/min(ANR) wEquation in the domain of sonic flow P1+0.1013 1.8941
Calculation of Load Factor for Static Load m3: Mass m3 max (from q of graph MY1H/m3) = 50 (kg) Load factor 1 = m3/m3 max = 6.525/50 = 0.13 m3 Z M2: Moment M2 max (from w of graph MY1H/M2) = 50 (Nm) M2 = m3 x g x Z = 6.525 x 9.8 x 37.4 x 103 = 2.39 (Nm) m3 Load factor 2 = M2/M2 max = 2.39/50 = 0.05 M2 1206 Model Selection MY1H Series X M3: Moment M3 max (from e of graph MY1H/M3) = 38.7 (Nm