NR Koeling BV - Hong Kong Concrete Institute

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Transcript NR Koeling BV - Hong Kong Concrete Institute

HKCI
Seminar
HKCI Seminar
HKCI
Seminar
Hongkong
28 . December 2012
NRKoeling
KoelingBV
BV
NR
Improving Concrete Quality
by cooling,
to prevent damages, complains
and follow-up-costs
NRKoeling
KoelingBV
BV
NR
NR Koeling
BV
NR Koeling BV
Methods of Cooling CONCRETE
- Heat
- Balance
- Chiller plant
- Flake
Ice plant
- Aggregate cooling by ►spraying cold water
- on a special conveyor belt
- inside a special storage silo
- Aggragate
cooling by► blowing cold air into storage silo
- Sand Cooling
by► blowing cold air
- Complete solution
- Configuration of the concrete cooling plant
- Discussion
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Heat - Balance
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Heat Balance
Mix Formula 1 m3 concrete
Mixture
Mass
Temp.
Heatload*
COOLING
Temp.
[ Kcal/hr ]
Heatload*
[ kcal/hr]
1.300 kg
35°C
9.555
Wet-Belt
10°C
9.555
2.730
Sand
900 kg
35°C
6.615
Sand Cooling
15°C
6.615
2.835
Cement
240 kg
55°C
3.168
Cement
55°C
3.168
Water
125 kg
30°C
3.995
65 kg
kg 5°C
Chilled water 125
60 kg -4°C
Flake Ice
750
1.050
Aggregate
Mixer heat
Total
400
2.565 kg 36,9°C
23.733
-4.920
Mixer
400
Temp. After cooling 24,2°C
7,7°C
13,6°C
32,3°C
4.963
8.743
15.568
20.788
* Heatload = mass (kg) x specified heat ( kcal) x temp (°C) = kcal/hr
Concrete temperature
Mixing capacity
Daily production
8°C
220 m³/h
3.100 m³/day
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Heat Balance : water + ice
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Heat Balance : water + ice + aggr + sand
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Heat Balance : Cooling Capacities
CHILLED WATER PLANT
Fresh-water supply
Chilled water Flow mixer
Chilled water Flow Flake Ice
Flow
3,5 m³/h 5°C
13,2 m³/h 5°C
16,7 m³/h 5°C
Total Fresh water Flow
Capacity kW
102
384
486
Extra
30%
30%
Cooling Sand
Total sand Heat
Air-losses
Chiller capacity
Capacity kW
133
499
632
10%
990.000 Kcal/h
215.471 Kcal/h
1.402 KW
21,7 m³/h 30°C
Aggregate.1 Air Pre-cooled
Total Aggregate Heat
PRE-COOLING AGGREGATE
Sand cooling
Cooling Sand
Capacity kW
1.402
Aggregate cooling
Aggregate.1 Air Pre-cooled
Aggregate.2 Air Pre-cooled
Aggregate.3 Air Pre-cooled
Capacity kW
774
619
619
Extra
10%
Extra
10%
10%
10%
Air losses
Chiller capacity
Capacity kW
1.542
1.542
Aggregate.2 Air Pre-cooled
Total Aggregate Heat
Capacity kW
851
681
681
2.213
CHILLED WATER PLANT TOTAL CAPACITY KW
Air losses
Chiller capacity
10%
Aggregate.3 Air Pre-cooled
Total Aggregate Heat
3.755
FLAKE ICE PLANT
Total Flake Ice
Flake Ice Rake system
10%
Air losses
Chiller capacity
10%
TOTAL RESULTS
Ton/24Hr
184,8
Extra safety
20%
Capacity
222
70
Ton/24Hr
Ton
COOLING METHODS USED
Chilled water
Aggregate
Sand
Flake ICE
Aggr.hopper
YES
YES
YES
YES
NO
Chilled water plant
5 °C
Chilled water plant sand cooling
Chilled water plant aggregate cooling
Flake Ice plant
Flake Ice rake system capacity
60.500 Kcal/h
774 KW
484.000 Kcal/h
48.400 Kcal/h
619 KW
484.000 Kcal/h
48.400 Kcal/h
619 KW
Concrete temp. :
Concrete production daily
Concrete production hourly
Fresh water flow 30 °C
NR Koeling BV
P.O. Box 95
2920 AB Krimpen a/d IJssel
The Netherlands
Tel. +31(0)180-545111 / Fax +31(0)180-545110
E-mail: [email protected]
Internet: www.nrkoeling.nl
605.000 Kcal/h
7,7°C
3.100 m³/day
220 m³/hr
21,7 m³/h
632
1.542
2.213
4.387
kW
kW
kW
kW
222 Ton/24Hr
70 Ton
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Chilled Water
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Chilled Water
Large air-cooler chiller plant (Ethiopia)
Small Chiller plant
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Water basin
Panama Channel Project
Water cooled chiller unit
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Flake - Ice
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Flake-ICE
Ice makers (NH3)
Cold water: 5°C
Ice
Maker
No1
Ice
Maker
No2
Ice
Maker
No3
Ice
Maker
No4
Bin Cooling
-7°C
Ice
Ice
Ice
Ice
Elevating crew
conveyor
FLAKE ICE
Rake System
Ice
Day-Tank
Isolated Ice storage
Air
Evaporating
condenser
Air
Air
NH3: Liquid +37°C
Compressor
NH3: Suction -34°C
Compressor Unit
Ammonia (NH3)
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Flake-ICE
Ice Maker
Flake Ice Plant
Flake Ice
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Flake-ICE
Capacity of the Flake Ice plant for the Panama project
-
Total capacity
330 Ton/24Hr
Number of Ice makers
6 pc
Number of Compressor units
3 pc
Compressor capacity (each)
526 kW
Evaporating temperature
-34°C
Refrigerant
Ammonia
-
Rake system capacity
2x 72 Ton
Volume Isolated Ice storage
900 m3
Number of Day-tanks
4 pc
Number of elevating crew conveyors 2 pc
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Rake system under construction
Rake system under
construction
Flake-ICE
Flake Ice Plant
Tocoma Dam Venezuela
Ice makers installed
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Aggregate
Cooling Concept
Spraying cold water
the aggregates handled on a
special
Conveyor Wet - belt
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Aggregate Wet-Belt
AGGREGATE FROM
STOCK PILE, 28°C
ISOLATING TUNNEL
4°C
WATER SPRAY-SYSTEM
28°C
10°C
RETURN WATER
8°C
WATER COLLECTOR
CONVEYOR BELT
10°C
COLLECTING BASIN
FRESH-WATER 28°C
MIXING BASIN
PUMP
SETTELING BASIN
10°C
4°C
12°C
SEDIMENT
AIR
AIR
AIR
AIR
CHILLER UNIT
AGGREGATE TO
BATCHING PLANT, 10°C
COLD WATER BASIN
4°C
SPRAY
PUMP
PUMP
12°C
4°C
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Diagram showing the cooling effect against time and aggregate size.
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Wet-Belt
Aggregate sprayed
with cold water on a Belt
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Wet-Belt
Tocoma Dam Venezuela
Isolating
Tunnel
Water Spray on belt
Width of belt 1600 mm; v = 0,35 m/s
Spraying with 3° to 4° cold water
At a distance of 20 m the lateral roller
are left out to allow
Wet-Belt under
construction
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Conveyor Wet-Belt
Capacity of the WET-BELT for the Panama Canal project
-
Belt lenght
Belt width
Belt capacity
Belt speed
Cooling capacity installed
Water flow
: 220 m
2m
800 Ton / hour
0,3 m/s
5375 kW
500 m3/h
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Aggregate Cooling
Cold Water
Inundation - Sedimentation
into the Silo
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Aggregate hopper cooling
by cold water in Silo
28°C
28°C
4°C
8°C
8°C
7°C
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Technical data
Aggregate capacity*
20
-
800
Ton/hr
Aggregate size
5
-
150
mm
Temperature difference In -Out
0
-
32
K
8
°C
5.000
kW
40
°C
Lowest output temperature
Cooling capacity**
200
-
Outside conditions
Supply voltage
400
-
460
V
Frequency
50
/
60
Hz
Belt length **
10
/
220
m
2
/
15
min
Cooling down time **
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Sedimentation System
Free flow system
water flow ~ 1000 m³/h
Clean
water
Result
Sludge
Aggregate cooling
by
blowing cold air
into storage silo
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Aggregate hopper cooling by cold air
28°C
28°C
9°C
4°C
9°C
-2°C
4°C
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Diagram showing the cooling effect against the remaining time and aggregate size
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Aggregate cooling in Silo
Aggregate cooling by cold air
Sadi Said Marocco
Air-blast unit
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Large aggregate cooling system by cold air with separated storage silos,
(Gibe III Ethiopia)
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Capacity:
Aggregate: 700 Ton/Hr
Temp. :29°C  9°C
Refr.cap.: 4.100 kW
Aggregate silo’s for air cooling
Chilled water plant
Large aggregate cooling system by cold air with separated storage
silos, (Gibe III Ethiopia)
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How to cool the Sand
by
ROTATING SAND COOLER
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Sand Cooling
24°C
SAND FROM
STOCKPILE, 28°C
SAND COOLER
Rotating Drum
Air: 2°C
Supply conveyor
COOLED SAND TO
BATCHINGPLANT, 14°C
8°C
Feeding
conveyor
Return AIR : 24°C
Discharge conveyor
Cooling coil
Supply AIR : 2°C
2°C
24°C
Fan
Air-Blast unit
Sand filter
Air
Air
-2°C
4°C
Chiller unit
PUMP
Air
Air
-2°C
4°C
Water/Glycol
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Sand Cooling
Innerview Sand cooler
rotating drum
Sand cooler on job site
Tocoma Dam Venezuela
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Sand cooling panama channel project
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Sand Cooling
Capacity of the Sand cooler for the Panama project
-
Number of sand coolers
Sand capacity (each)
Diameter of sand cooler
Length
- Cooling capacity installed
2 pc
210 Ton / hour
2500 mm
11.000 mm
2x 775 kW
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Sand cooling Sogamoso Colombia
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Sand Cooling
Rotating drums Sand Cooler
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Complete solution
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General Layout
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General Layout
Inline silo
with
weighing
system
Aggregate
storage
Ice plant
(for safety)
Wet belt
Mixing plant
Sedimentation
Cement and flyash
storage
Chiller plant
Sonla – Dam Vietnam
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General layout
Material
storage Sand
Yewa – Dam Myanmar
Sedimentationtanks
Wet belts
Conveying
belts
Materialstorageaggregates
Charging
hopper
Mixing plant
Ice plant
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Configuration
of the
Concrete Cooling Plant
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Selection Criteria
 Concrete temperature at mixer outlet
 Plant Layout
 Energy consumption
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Concrete Temperature
Achievable concrete temperatures
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Plant Combinations
Cooling options
Chilled water
Flake Ice
Aggregate cooling by Water
Aggregate cooling by Air
A
Cooling Plant combinations
B
C
D
E
F
G
H
I
n
n
n
n
n
n
n
n
n
n
n
n
n
n
Result output temp. Concrete (°C)
n
n
n
n
n
n
Sand cooling by Air
n
n
n
34,0 25,3 12,7 13,6 16,5 12,8 13,7
n
n
n
8,0
8,0
8°C Concrete only achievable
with Plant combination H and I
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Energy Consumption (electrical)
Flake Ice uses the most energy
compared to the other methods
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Conclusion
GETTING LOW TEMPETURE CONCRETE
 HEAT-BALANCE
( all relevant data )
 MULTIPLE COOLING SOLUTIONS NEEDED
 SELECT BETWEEN THE AVAILABLE COOLING
METHODS
 OPTIMIZE SELECTED COMBINATIONS
( batching plant supplier, job site…. )
NR Koeling BV
Thanks for your
attention