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Introduction to Pneumatics
2
Air Production System Air Consumption System
3
What can Pneumatics do?• Operation of system valves for air, water or chemicals• Operation of heavy or hot doors• Unloading of hoppers in building, steel making, mining and chemical industries• Ramming and tamping in concrete and asphalt laying • Lifting and moving in slab molding machines• Crop spraying and operation of other tractor equipment• Spray painting• Holding and moving in wood working and furniture making• Holding in jigs and fixtures in assembly machinery and machine tools• Holding for gluing, heat sealing or welding plastics• Holding for brazing or welding• Forming operations of bending, drawing and flattening• Spot welding machines• Riveting• Operation of guillotine blades• Bottling and filling machines• Wood working machinery drives and feeds• Test rigs• Machine tool, work or tool feeding• Component and material conveyor transfer• Pneumatic robots• Auto gauging• Air separation and vacuum lifting of thin sheets• Dental drills• and so much more… new applications are developed daily
4
Properties of compressed air
• Availability
• Storage
• Simplicity of design and control
• Choice of movement
• Economy
5
Properties of compressed air
• Reliability
• Resistance to Environment
• Environmentally clean.
• Safety
6
What is Air?NitrogenOxygenCarbon DioxideArgonNitrous OxideWater Vapor
In a typical cubic foot of air --- there are over 3,000,000 particles of dust, dirt, pollen, and other contaminants.Industrial air may be 3 times (or more) more polluted.
The weight of aone square inch
column of air(from sea level
to the outer atmosphere,@ 680 F, & 36% RH)
is 14.69 pounds.
7
Temperature °C 0 5 10 15 20 25 30 35 40
g/m3
n *(Standard) 4.98 6.99 9.86 13.76 18.99 25.94 35.12 47.19 63.03
g/m3 (Atmospheric) 4.98 6.86 9.51 13.04 17.69 23.76 31.64 41.83 54.11
Temperature °C 0 –5 –10 –15 –20 –25 –30 –35 –40
g/m3
n (Standard) 4.98 3.36 2.28 1.52 1.00 0.64 0.4 0.25 0.15
g/m3 (Atmospheric) 4.98 3.42 2.37 1.61 1.08 0.7 0.45 0.29 0.18
Temperature °F 32 40 60 80 100 120 140 160 180g/ft3
*(Standard) .137 .188 .4 .78 1.48 2.65 4.53 7.44 11.81
g/ft3 (Atmospheric) .137 .185 .375 .71 1.29 2.22 3.67 5.82 8.94
Temperature °F 32 30 20 10 0 -10 -20 -30 –40g/ft3
(Standard) .137 .126 .083 .053 .033 .020 .012 .007 .004g/ft3 (Atmospheric) .137 .127 .085 .056 .036 .023 .014 .009 .005
HUMIDITY & DEWPOINT
8
Pressure and Flow
Sonic FlowRange
Q n (54.44 l / min)
S = 1 mm 2
0 20 40 80 100 12060
10
9
8
7
6
5
4
3
2
1
(dm /min)3
nQ
p (bar)
Example
P1 = 6bar
P = 1bar
P2 = 5bar
Q = 54 l/min
(1 Bar = 14.5 psi)
P1
P2
9
Air Treatment
10
Compressing Air
One cubic foot of air
7.8 cubic feet of free air
One cubic foot of100 psig
compressed air
(at Standard conditions) with 7.8 times the moisture and dirt
compressor
CFM vs SCFM
psig + 1 atm
1 atm
Compressionratio
=
Compressed air is always related at Standard conditions.
11
Relative Humidity
Compressor
1 ft3 @100 psig1950 F
100% RH57.1
grams of H20
1 ft3 @100 psig 770 F
100% RH.73
grams of H20
1 ft3 @100 psig -200 F
100% RH.01
grams of H20
1 ft3 @100 psig 770 F
0.15% RH.01
grams of H20
56.37grams of H20
.72grams of H20
Adsorbtion DryerCompressorExit
Reservoir Tank
Airline Drop
12
Air Mains
Ring Main
Dead-End Main
13
Pressure
• It should be noted that the SI unit of pressure is the Pascal (Pa)• 1 Pa = 1 N/m2 (Newton per square meter)• This unit is extremely small and so, to avoid huge numbers in
practice, an agreement has been made to use the bar as a unit of 100,000 Pa.
• 100,000 Pa = 100 kPa = 1 bar
• Atmospheric Pressure• =14.696 psi =1.01325 bar =1.03323 kgf/cm2.
14
Isothermic change (Boyle’s Law)with constant temperature, the pressure of a given mass of gas is inversely
proportional to its volume
• P1 x V1 = P2 x V2
• P2 = P1 x V1 V2
• V2 = P1 x V1 P2
• Example P2 = ?
• P1 = Pa (1.013bar)
• V1 = 1m³
• V2 = .5m³
• P2 = 1.013 x 1 .5
• = 2.026 bar
15
Isobaric change (Charles Law)…at constant pressure, a given mass of gas increases in volume by 1 of its
volume for every degree C in temperature rise. 273
• V1 = T1• V2 T2
• V2 = V1 x T2 T1
• T2 = T1 x V2 V1
• Example V2 = ?
• V1 = 2m³
• T1 = 273°K (0°C)
• T2 = 303°K (30°C)
• V2 = 2 x 303 273
• = 2.219m³
10
16
Isochoric change Law of Gay Lussac at constant volume, the pressure is proportional to the temperature
• P1 x P2 T1 x T2
• P2 = P1 x T2T1
• T2 = T1 x P2P1
• Example P2 = ?
• P1 = 4bar
• T1 = 273°K (O°C)
• T2 = 298°K (25°C)
• P2 = 4 x 298 273
• = 4.366bar
17
P1 = ________bar
T1 = _______°C ______°K
T2 = _______°C ______°K
18
400
2000
20000
250
500
1000
1500
2500
40005000
10000
15000
25000
4000050000
10000025 30
32 40 50 63 80 100 125 140 160 200 250 300
10 7 5(bar)p :
ø (mm)
F (
N)
1250
12500
54
2.5
10
15
202530
4050
100
500
1000
250
2.5 4 6 8 10 12 2016ø (mm)
F (
N)
125150
200
400
300
12.5
19
Force formula transposed
• D = 4 x FE
x P
• Example• FE = 1600N
• P = 6 bar.
– D = 4 x 1600 3.14 x 600,000
– D = 6400 1884000
– D = .0583m
– D = 58.3mm– A 63mm bore cylinder would be selected.
20
Load Ratio• This ratio expresses the percentage of the required force
needed from the maximum available theoretical force at a given pressure.
• L.R.= required force x 100% max. available theoretical force
• Maximum load ratios– Horizontal….70%~ 1.5:1 – Vertical…….50%~ 2.0:1
21
Cyl.Dia Mass (kg) 60° 45° 30° µ
0.01µ 0.2 µ
0.01µ 0.2 µ
0.01µ 0.2 µ
0.01µ 0.2
25 100 – – – – – – – 4 80
50 – – – – – – – 2.2 4025 – (87.2) (96.7) 71.5 84.9 50.9 67.4 1 20
12.5 51.8 43.6 48.3 35.7 342.5 25.4 33.7 0.5 10
32 180 - - - - - 4.4 -
90 - - - - – 2.2 43.945 - (95.6) - 78.4 (93.1) 55.8 73.9 1.1 22
22.5 54.9 47.8 53 39.2 46.6 27.9 37 0.55 11
40 250 – – – – – – – 3.9 78
125 – – – – – (99.2) – 2 39
65 – – – 72.4 (86) 51.6 68.3 1 20.3
35 54.6 47.6 52.8 39 46.3 27.8 36.8 0.5 10.9
50 400 -- - - - 4 79.9
200 - – – _ – 2 40100 – (87) (96.5) 71.3 84.8 50.8 67.3 1 2050 50 43.5 48.3 35.7 42.4 25.4 33.6 0.5 0
63 650 – – – – 4.1 81.8
300 – – – – 1.9 37.8
150 (94.4) 82.3 (91.2) 67.4 80.1 48 63.6 0.9 18.9
75 47.2 41.1 45.6 33.7 40.1 24 31.8 0.5 9.4
80 1000 – – – – 3.9 78.1
500 – – – – 2 39
250 (97.6) 85 (94.3) 69.7 82.8 49.6 65.7 1 19.5
125 48.8 42.5 47.1 34.8 41.4 24.8 32.8 0.5 9.8
100 1600 – – – – 4 79.9
800 – – – – 2 40400 – (87) (96.5) 71.4 84.4 50.8 67.3 1 20200 50 43.5 48.3 35.7 42.2 25.4 33.6 0.5 10
Table 6.16 Load Ratios for 5 bar working pressure and friction coefficients of 0.01 and 0.2
22
Speed control
• The speed of a cylinder is define by the extra force behind the piston, above the force opposed by the load
• The lower the load ratio, the better the speed control.
23
Angle of Movement1. If we totally neglect friction, which cylinder diameter is needed to horizontally push a load with an 825 kg mass with a pressure of 6 bar; speed is not important.
2. Which cylinder diameter is necessary to lift the same mass with the same pressure of 6 bar vertically if the load ratio can not exceed 50%.
3. Same conditions as in #2 except from vertical to an angle of 30°. Assume a friction coefficient of 0.2.
4. What is the force required when the angle is increased to 45°?
24
b c d
x
A
B
h
Gy
R a
F = G F = µ ·G W =m /2 · va2
F =G · (sin + µ · cos)
a db c
Y axes, (vertical lifting force)….. sin x M
X axes, (horizontal lifting force)….cos x x M
Total force = Y + X
= friction coefficients
25
Example
40°
F = ________ (N) 150kg
= .01
Force Y = sin x M = .642 x 150 = 96.3 N
Force X = cos x x M = .766 x .01 x 150 = 1.149 N
Total Force = Y + X = 96.3 N + 1.149 N = 97.449 N
26
_____°
F = ________ (N)
______kg
= __
Force Y = sin x M =
Force X = cos x x M =
Total Force = Y + X =
27
Temperature °C 0 5 10 15 20 25 30 35 40
g/m3
n *(Standard) 4.98 6.99 9.86 13.76 18.99 25.94 35.12 47.19 63.03
g/m3 (Atmospheric) 4.98 6.86 9.51 13.04 17.69 23.76 31.64 41.83 54.11
Temperature °C 0 –5 –10 –15 –20 –25 –30 –35 –40
g/m3
n (Standard) 4.98 3.36 2.28 1.52 1.00 0.64 0.4 0.25 0.15
g/m3 (Atmospheric) 4.98 3.42 2.37 1.61 1.08 0.7 0.45 0.29 0.18
13
28
Relative humidity (r.h.) = actual water content X 100% saturated quantity (dew point)
• Example 1
• T = 25°C• r.h = 65%• V = 1m³
• From table 3.7 air at 25°C contains 23.76 g/m³
• 23.76 g/m³ x .65 r.h = 15.44 g/m³
13
29
Relative Humidity Example 2
• V = 10m³• T1= 15°C• T2= 25°C• P1 = 1.013bar• P2 = 6bar• r.h = 65%• ? H²0 will
condense out
• From 3.17, 15°C = 13.04 g/m²• 13.04 g/m² x 10m³ = 130.4 g• 130.4 g x .65 r.h = 84.9 g• V2 = 1.013 x 10 = 1.44 m³
6 + 1.013• From 3.17, 25°C = 23.76 g/m² • 23.76 g/m² x 1.44 m³ = 34.2 g• 84.9 - 34.2 = 50.6 g
– 50.6 g of water will condense out
13
30
V = __________m³T1= __________°CT2= __________°CP1 =__________barP2 =__________barr.h =__________%? __________H²0
will condense out
31
Formulae, for when more exact values are required
• Sonic flow = P1 + 1.013 > 1.896 x (P2 + 1,013)
• Pneumatic systems cannot operate under sonic flow conditions
• Subsonic flow = P1 + 1.013 < 1.896 x (P2 + 1,013)
• The Volume flow Q for subsonic flow equals:
• Q (l/min) = 22.2 x S (P2 + 1.013) x P
16
32
Sonic / Subsonic flow
• Example
• P1 = 7bar• P2 = 6.3bar• S = 12mm²• l/min
• P1 + 1.013 ? 1.896 x (P2 + 1.013)
• 7 + 1.013 ? 1.896 x (6.3 + 1.013)
• 8.013 ? 1.896 x 7.313
• 8.013 < 13.86 subsonic flow.
• Q = 22.2 x S x (P2 + 1.013) x P
• Q = 22.2 x 12 x (6.3 + 1.013) x .7
• Q = 22.2 x 12 x 7.313 x .7
• Q = 22.2 x 12 x 5.119
• Q = 22.2 x 12 x 2.26
• Q = 602 l/min
16,17
33
P1 = _________bar
P2 = _________bar
S = _________mm²
Q = ____?_____l/min
34
Receiver sizing• Example
• V = capacity of receiver
• Q = compressor output l/min
• Pa = atmospheric pressure
• P1 = compressor output pressure
• V = Q x PaP1 + Pa
• If
– Q = 5000
– P1 = 9 bar
– Pa = 1.013
• V = 5000 x 1.013 9 + 1.013
• V = 506510.013
• V = 505.84 liters
22
3529
3629
37
The Water remains in the Pipe
The Water runs into the Auto Drain
a b
30
38
Sizing compressor air mains
• Example• Q = 16800 l/min• P1 = 9 bar (900kPa) P = .3 bar (30kPa)• L = 125 m pipe length P = kPa/m
L• l/min x .00001667 = m³/s
• 30 = .24 kPa/m 125
• 16800 x .00001667 = 0.28 m³/s
• chart lines on Nomogram
31
39
2
3
4
5
6
7
8
9
10
11
12
Line Pressure
(bar)
3.0
1.0
2.0
1.5
0.5
0.4
0.3
0.2
0.15
0.6
0.70.80.9
0.25
1.75
2.5
2.25
²p kPa / m
= bar /100 m Pipe Length
2
1
0.5
0.1
3
1.5
0.2
0.3
0.4
0.01
0.050.04
0.03
0.02
0.015
0.15
0.025
100
90
80
70
60
50
40
30
20
15
25
35
Inner Pipe Dia., mm
Reference Line
X
4"
3"
2.5"
2"
1.5"
1.25"
1"
3/4"
1/2"
3/8"
Q (m /s3n
33
40
Type of Fitting Nominal pipe size (mm)15 20 25 30 40 50 65 80 100 125
Elbow 0.3 0.4 0.5 0.7 0.8 1.1 1.4 1.8 2.4 3.290* Bend (long) 0.1 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.2 1.5
90* Elbow 1.0 1.2 1.6 1.8 2.2 2.6 3.0 3.9 5.4 7.1180* Bend 0.5 0.6 0.8 1.1 1.2 1.7 2.0 2.6 3.7 4.1
Globe Valve 0.8 1.1 1.4 2.0 2.4 3.4 4.0 5.2 7.3 9.4Gate Valve 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.9 1.2
Standard Tee 0.1 0.2 0.2 0.4 0.4 0.5 0.7 0.9 1.2 1.5Side Tee 0.5 0.7 0.9 1.4 1.6 2.1 2.7 3.7 4.1 6.4
Table 4.20 Equivalent Pipe Lengths for the main fittings
34
41
Sizing compressor air mains• Example 2• Add fittings to example 1• From table 4.20
– 2 elbows @ 1.4m = 2.8m
– 2 90° @ 0.8m = 1.6m
– 6 Tees @ 0.7m = 4.2m
– 2 valves @ 0.5m = 1.0m
– Total = 9.6m
– 125m + 9.6 = 134.6m
– =135m
• 30kPa = 0.22kPa/m 135m
• Chart lines on Nomogram
31
42
2
3
4
5
6
7
8
9
10
11
12
Line Pressure
(bar)
3.0
1.0
2.0
1.5
0.5
0.4
0.3
0.2
0.15
0.6
0.70.80.9
0.25
1.75
2.5
2.25
²p kPa / m
= bar /100 m Pipe Length
2
1
0.5
0.1
3
1.5
0.2
0.3
0.4
0.01
0.050.04
0.03
0.02
0.015
0.15
0.025
100
90
80
70
60
50
40
30
20
15
25
35
Inner Pipe Dia., mm
Reference Line
X
4"
3"
2.5"
2"
1.5"
1.25"
1"
3/4"
1/2"
3/8"
Q (m /s3n
33
43
Q = 20,000 l/minP1 = 10 bar (_________kPa)P = .5 bar (_________kPa)L = 200 m pipe length
P = kPa/m L l/min x .00001667 = m³/s
Using the ring main example on page 29 size for the following requirements:
44
AutoDrain
1
2
3
4
5
6
7
RefrigeratedAir Dryer
Compressor
Tank
a
a
a
a
a
b
b
b
c
d
Micro Filter
Sub-micro Filter
Odor Removal Filter
Adsorbtion AirDryer
Aftercooler
d
a
b
c
AutoDrain
39
45
Example• P = 7 bar (700,000 N/m²)
• D = 63mm (.063m)
• d = 15mm (.015m)• F = x (D² -d²) x P
4• F = 3.14 x (.063² - .015²) x 700,000
4• F = 3.14 x (.003969 - .0.000225) x 700,000 4• F = .785 x .003744 x 700,000
• F = 2057.328 N
54
46
400
2000
20000
250
500
1000
1500
2500
40005000
10000
15000
25000
4000050000
10000025 30
32 40 50 63 80 100 125 140 160 200 250 300
10 7 5(bar)p :
ø (mm)
F (
N)
1250
12500
54
2.5
10
15
202530
4050
100
500
1000
250
2.5 4 6 8 10 12 2016ø (mm)
F (
N)
125150
200
400
300
12.5
47
Example
• M = 100kg
• P = 5bar = 32mm = 0.2
• F = /4 x D²x P = 401.9 N
• From chart 6.16
– 90KG = 43.9% Lo.• To find Lo for 100kg
– 43.9 x 100 = 48.8 % Lo. 90
– Calculate remaining force
• 401.9 x 48.8 (.488) = 196N 100
– assume a cylinder efficiency of 95%
• 196 x 95 = 185.7 N 100
– Newtons = kg • m/s² , therefor
• 185.7 N = 185.7 kg • m/s²– divide mass into remaining force
• m/s² = 185.7 kg • m/s² 100kg
• = 1.857 m/s²
48
M = _______kg
P = _______bar
= _______mm
= 0.2
F = /4 x D²x P = 401.9 N
49
Air Flow and ConsumptionAir consumption of a cylinder is defined as:piston area x stroke length x number of single strokes per minute x absolute pressure in bar.
a
b c
Q = D² (m) x x (P + Pa) x stroke(m) x # strokes/min x 1000 4
50
• Example.
= 80
• stroke = 400mm
• s/min = 12 x 2
• P = 6bar.
• From table 6.19... 80 at 6 bar = 3.479 (3.5)l/100mm stroke
• Qt = Q x stroke(mm) x # of extend + retract strokes 100
• Qt = 3.5 x 400 x 24 100
• Qt = 3.5 x 4 x 24
• Qt = 336 l/min.
Working Pressure in barPiston dia. 3 4 5 6 7
20 0.124 0.155 0.186 0.217 0.24825 0.194 0.243 0.291 0.340 0.38832 0.319 0.398 0.477 0.557 0.63640 0.498 0.622 0.746 0.870 0.99350 0.777 0.971 1.165 1.359 1.55363 1.235 1.542 1.850 2.158 2.46580 1.993 2.487 2.983 3.479 3.975100 3.111 3.886 4.661 5.436 6.211
Table 6.19 Theoretical Air Consumption of double acting cylinders from 20 to 100 mm dia,in liters per 100 mm stroke
51
Peak Flow
• For sizing the valve of an individual cylinder we need to calculate Peak flow. The peak flow depends on the cylinders highest possible speed. The peak flow of all simultaneously moving cylinders defines the flow to which the FRL has to be sized.
• To compensate for adiabatic change, the theoretical volume flow has to be multiplied by a factor of 1.4. This represents a fair average confirmed in a high number of practical tests.
Q = 1.4 x D² (m) x x (P + Pa) x stroke(m) x # strokes/min x 1000 4
52
Working Pressure in barPiston dia. 3 4 5 6 7
20 0.174 0.217 0.260 0.304 0.34725 0.272 0.340 0.408 0.476 0.54332 0.446 0.557 0.668 0.779 0.89040 0.697 0.870 1.044 1.218 1.39150 1.088 1.360 1.631 1.903 2.17463 1.729 2.159 2.590 3.021 3.45180 2.790 3.482 4.176 4.870 5.565100 4.355 5.440 6.525 7.611 8.696
Table 6.20 Air Consumption of double acting cylinders in litersper 100 mm stroke corrected for losses by adiabatic change
• Example.
= 80
• stroke = 400mm
• s/min = 12 x 2
• P = 6bar
• From table 6.20... 80 at 6 bar = 4.87 (4.9)l/100mm stroke
• Qt= Q x stroke(mm) x # of extend + retract strokes 100
• Qt = 4.9 x 400 x 24 100
• Qt = 4.9 x 4 x 24
• Qt = 470.4 l/min.
53
Formulae comparison
• Q = 1.4 x D² (m) x x (P + Pa) x stroke(m) x # strokes/min x 1000 4
• Q = 1.4 x .08² x .785 x ( 6 + 1.013) x .4 x 24 x 1000
• Q = 1.4 x .0064 x .785 x 7.013 x .4 x 24 x 1000
• Q = 473.54
54
Q = 1.4 x D² (m) x x (P + Pa) x stroke(m) x # strokes/min x 1000 4
= _______mm
stroke = _______mm
s/min = _______ x 2
P =_______bar
55
Inertia
• Example 1
• m = 10kg• a = 30mm• j = ___?
• J= m (kg) x a² (m) 12
• J= 10 x .03² 12
• J= 10 x .0009 12
• J = .00075
a
56
Inertia• Example 2
• m = 9 kg• a = 10mm• b = 20mm• J = ___?
• J = ma x a² + mb x b² 3 3
• J = 3 x .01² + 6 x .02² 3 3
• J = 3 x .0001 + 6 x .0004 3 3
• J = .0001 + .0008
• J = .0009
a b
57
a b
m = ________ kg
a = _________mm
b = _________mm
J = _________?
58
Valve identification
A(4) B(2)
EA P EB
(5) (1) (3)
59
Valve Sizing• The Cv factor of 1 is a flow capacity of one US
Gallon of water per minute, with a pressure drop of 1 psi.
• The kv factor of 1 is a flow capacity of one liter of water per minute with a pressure drop of 1 bar.
• The equivalent Flow Section “S” of a valve is the flow section in mm2 of an orifice in a diaphragm, creating the same relationship between pressure and flow.
60
Q = 400 x Cv x (P2 + 1.013) x P x 273 273 +
Q = 27.94 x kv x (P2 + 1.013) x P x 273 273 +
Q = 22.2 x S x (P2 + 1.013) x P x 273 273 +
1 Cv = 1 kv = 1 S =The normal flow Qn for other various flow capacity units is: 981.5 68.85 54.44
The Relationship between these units is as follows: 1 14.3 180.07 1 1.260.055 0.794 1
61
Flow example
• S = 35• P1 = 6 bar• P2 =5.5 bar = 25°C
• Q = 22.2 x S x (P2 + 1.013) x P x 273 273 +
• Q = 22.2 x 35 x (5.5+ 1.013) x .5 x 273 273 + 25
• Q = 22.2 x 35 x 6.613 x .5 x 273 298
• Q = 22.2 x 35 x 6.613 x .5 x 273 298
• Q = 22.2 x 35 x 1.89 x .957
• Q = 1405.383
62
Cv = ________between 1 -5
P1 = ________bar
P2 = ________5 bar
= ________°C
63
Flow capacity formulae transposed
• Cv = Q
400 x (P2 + 1.013) x P
• Kv = Q
27.94 x (P2 + 1.013) x P
• S = Q
22.2 x (P2 + 1.013) x P
•
64
Flow capacity example
• Q = 750 l/min
• P1 = 9 bar P = 10%• S = ?
• S = Q22.2 x (P2 + 1.013) x P
• S = 75022.2 x (8.1 + 1.013) x .9
• S = 750 22.2 x 9.113 x .9
• S = 750 22.2 x 2.86
• S = 750 S = 11.81 63.49
65
Q = _________ l/min
P1 = _________ bar
P = _________%
Cv = _________ ?
66
Orifices in a series connection• S total = 1
1 + 1 + 1 S1² S2² S3²
• Example • S1 = 12mm²• S2 = 18mm²• S3 = 22mm²
S total = 1 1 + 1 + 1 12² 18² 22²
S total = 1 1 + 1 + 1 144 324 484
S total = 1 = 1
.00694 + .00309 + .00207 .0121
S total = 9.09
67
Cv = _________
Cv = _________
Cv = _________
Cv total = ________
68
Tube Length inm
0
10
20
30
40
50
60
0.1 1 5 100.50.050.02 0.2 2
2
9
7.5
6
4
3
S mm
69
Tube Material Length Fittings TotalDia. 1 m 0.5 m Insert type One Touch 0.5 m tube +
(mm) straight elbow straight elbow 2 strt. fittings4 x 2.5 N,U 1.86 3.87 1.6 1.6 1.48
5.6 4.2 3.186 x 4 N,U 6.12 7.78 6 6 3.72
13.1 11.4 5.968 x 5 U 10.65 13.41 11 (9.5) 11 6.73
18 14.9 9.238 x 6 N 16.64 20.28 17 (12) 16 10.00
26.1 21.6 13.6510 x 6.5 U 20.19 24.50 35 (24) 30 12.70
29.5 25 15.8810 x 7.5 N 28.64 33.38 30 (23) 26 19.97
41.5 35.2 22.1712 x 8 U 33.18 39.16 35 (24) 30 20.92
46.1 39.7 25.0512 x 9 N 43.79 51.00 45 (27) 35 29.45
58.3 50.2 32.06Table 7.30 Equivalent Flow Section of current tube connections
70
Average piston speed in mm/sdia. mm 50 100 150 200 250 300 400 500 750 1000
8,10 0.1 0.1 0.15 0.2 0.25 0.3 0.4 0.5 0.75 112,16 0.12 0.23 0.36 0.46 0.6 0.72 1 1.2 1.8 2.4
20 0.2 0.4 0.6 0.8 1 1.2 1.6 2 3 425 0.35 0.67 1 1.3 1.7 2 2.7 3.4 5 6.732 0.55 1.1 1.7 2.2 2.8 3.7 4.4 5.5 8.5 1140 0.85 1.7 2.6 3.4 4.3 5 6.8 8.5 12.8 1750 1.4 2.7 4 5.4 6.8 8.1 10.8 13.5 20.3 2763 2.1 4.2 6.3 8.4 10.5 12.6 16.8 21 31.5 4280 3.4 6.8 10.2 13.6 17 20.4 27.2 34 51 68
100 5.4 10.8 16.2 21.6 27 32.4 43.2 54 81 108125 8.4 16.8 25.2 33.6 42 50.4 67.2 84 126 168140 10.6 21.1 31.7 42.2 52.8 62 84.4 106 158 211160 13.8 27.6 41.4 55.2 69 82.8 110 138 207 276
Equivalent Flow Section in mm2
Table 7.31 Equivalent Section S in mm2 for the valve and the tubing, for 6 bar working pressure and a pressure drop of 1 bar (Qn Conditions)
71
Flow Amplification
72
Signal Inversion
73
greenred
Selection
74
greenred
Memory Function
75
Delayed switching on
76
Delayed switching off
77
Pulse on switching on
78
Pulse on releasing a valve
79
Direct Operation and Speed Control
80
Shuttle Valve
Control from two points: OR Function
81
Safety interlock: AND Function
82
Safety interlock: AND Function
1
3
2
83
Inverse Operation: NOT Function
84
P
AB
Direct Control
85
P
ABHolding the end positions
86
Cam valve
Semi Automatic return of a cylinder
87
Repeating Strokes
88
3
1 2
4
2 4
Sequence Control
89Commands
Signals Start
A+ B+ A- B-
b0b1 a0a1
b1
A+ B+
b0 a1
A- B-
aostart
90
PressureRegulator
Regulatorwith relief
ISO SYMBOLS for AIR TREATMENT EQUIPMENT
WaterSeparator
Filter
Auto Drain Air Dryer
Filter /Separator
Filter /Separator
w. Auto Drain
Multi stageMicro Filter
Lubricator
AirHeater
Heat Exchanger
Air Cooler
BasicSymbol
DifferentialPressureRegulator
PressureGauge
FRL Unit, detailed
FRL Unit,simplified
RefrigeratedAir Dryer
AdjustableSettingSpring
Air Cleaning and Drying
Pressure Regulation
Units
91
Single Acting Cylinder,Spring retract
Single Acting Cylinder,Spring extend
Double Acting Cylinder Double Acting Cylinder withadjustable air cushioning
Double Acting Cylinder,with double end rod
Rotary Actuator,double Acting
92
R e tu rn S p rin g ( in fa c t n o t a no p e ra to r , bu t a b u ilt - in e le m e n t )
M e c h a n ic a l (p lu ng e r) :
R o lle r L e v e r : o n e -w a y R o lle r L e v e r :
M a n u a l o p e ra to rs : g e n e ra l: L e ve r :
P u sh B u t to n : P u sh -P u ll B u t to n :
D e te n t fo r m e c h a n ic a l a nd m a n u a l o p e ra to rs (m a k e s a m o no sta b le va lv e b is ta b le ) :
A ir O p e ra t io n is sh o w n b y d ra w ing th e (d a sh e d ) s ig na l p re ssu re lin e to th e s id e o fth e sq u a re ; the d ire c t io n o f the s ig n a l flo w c a n b e in d ic a te d by a t r ia ng le :
A ir O p e ra t io n fo r p ilo te d o p e ra t io n is sh o w n by a re c ta n g le w ith a t r ia n g le . T h issym bo l is u su a lly c o m bin e d w ith a n o th e r o p e ra to r .
D ire c t so le n o id o p e ra t io n so le no id p ilo te d o p e ra t io n
93
ManualOperation
ClosedInput
Inputconnected to
OutputReturnSpring
Air SupplyExhaust
Manually Operated,Normally Open 3/2 valve (normally passing)
with SpringReturn
ManualOperation
ClosedInput
Inputconnected to
OutputReturnSpring
OR
MechanicalOperation
Inputconnected to
Output
Input closed,Output
exhaustedReturnSpring
Air Supply Exhaust
MechanicallyOperated,normally closed 3/2
(non-passing)Valve with Spring Return
OR
MechanicalOperation
Inputconnected to
Output
Input closed,Output
exhaustedReturnSpring
94
Manually operated Valves detent, must correspond with valve position
no pressure
3/2, normally closed/normally open
pressure
bistable valves: both positions possible
3/2, normally closed
no pressure pressure
3/2, normally open
monostable valves never operated
Solenoids are never operated in rest
Air operated valves may be operated in rest
Electrically and pneumatically operated Valves
pressureno pressure
pressure
Mechanically operated Valves
No valve with index "1" is operated.no pressure
a…n1 a…n1
All valves with index "0" are operated.
a…n0
pressure
a…n0
no pressure
95
POWER Level
LOGIC Level
SIGNAL INPUT Level
First stroke of the cycle
Start
Memories,AND's, OR's,Timings etc.
A
A+ A-
B
B+ B-
Last stroke of the cycle
C
C
Codes: a , a , b , b , c and c .1010 10