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HKCI Seminar HKCI Seminar HKCI Seminar Hongkong 28 . December 2012

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Presentation on theme: "HKCI Seminar HKCI Seminar HKCI Seminar Hongkong 28 . December 2012"— Presentation transcript:

1 HKCI Seminar HKCI Seminar HKCI Seminar Hongkong 28 . December 2012
NR Koeling BV NR Koeling BV NR Koeling BV

2 Improving Concrete Quality to prevent damages, complains
by cooling, to prevent damages, complains and follow-up-costs Introduction Dear Comitee,… thanks that you give me the possibility to say something about the concrete quality and temperature. Dear Ladies and Gentleman In the past nobody takes care about the concrete quality. On the one hand cement was saved and on the other hand the concrete temperature was neglected. If you travel with open eyes through the world, you will see, the most of the sanitations and repair works are concrete constructions ( bridges, roads, dams, buildings….). For this reason the concrete temperature becomes ever more important and gains very strongly significance. The regulations and standards in Europe means, that the concrete temperature at the job site are not over 27°C. On the dams should be the temperature between 12°C and 16°C. – As you know all, the Three Georges Dam has in the meantime over 100 large cracks; up to 100m long and 2m wide.- not the best solution for dams. – The reason I will explain you later on. NR Koeling BV NR Koeling BV NR Koeling BV NR Koeling BV

3 NR Koeling BV

4 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 NR Koeling BV - Discussion

5 Heat - Balance NR Koeling BV

6 Heat Balance NR Koeling BV Mixture Mass Temp. Heatload* COOLING
Mix Formula 1 m3 concrete Mixture Mass Temp. Heatload* COOLING [ Kcal/hr ] [ kcal/hr] Aggregate 1.300 kg 35°C 9.555 Sand 900 kg 6.615 Cement 240 kg 55°C 3.168 Water 125 kg 30°C 3.995 Mixer heat 400 Total 2.565 kg 23.733 Wet-Belt 10°C 9.555 Sand Cooling 15°C 6.615 Cement °C Chilled water 125 kg 5°C 65 kg 5°C 1.050 750 Flake Ice 60 kg -4°C -4.920 Mixer 36,9°C Temp. After cooling 13,6°C 7,7°C 24,2°C 32,3°C 15.568 4.963 8.743 20.788 * Heatload = mass (kg) x specified heat ( kcal) x temp (°C) = kcal/hr Concrete temperature 8°C Mixing capacity 220 m³/h Daily production m³/day NR Koeling BV

7 Heat Balance : water + ice
NR Koeling BV

8 Heat Balance : water + ice + aggr + sand
NR Koeling BV

9 Heat Balance : Cooling Capacities
NR Koeling BV

10 Chilled Water NR Koeling BV

11 Chilled Water NR Koeling BV Large air-cooler chiller plant (Ethiopia)
Small Chiller plant NR Koeling BV

12 NR Koeling BV Panama Channel Project Water basin
Water cooled chiller unit NR Koeling BV

13 Flake - Ice NR Koeling BV

14 Elevating crew conveyor
Flake-ICE Ice makers (NH3) Cold water: 5°C Ice Maker No1 Ice Maker No2 Ice Maker No3 Ice Maker No4 Bin Cooling Ice Ice Ice Ice -7°C Elevating crew conveyor FLAKE ICE Rake System Ice Day-Tank Isolated Ice storage NH3: Liquid +37°C Air Air Evaporating condenser NH3: Suction -34°C Compressor Compressor Unit Ammonia (NH3) Air NR Koeling BV

15 Flake-ICE Ice Maker Flake Ice Plant Flake Ice NR Koeling BV

16 Flake-ICE NR Koeling BV
Capacity of the Flake Ice plant for the Panama project Total capacity Ton/24Hr Number of Ice makers pc Number of Compressor units pc Compressor capacity (each) kW Evaporating temperature °C Refrigerant Ammonia Rake system capacity 2x 72 Ton Volume Isolated Ice storage m3 Number of Day-tanks pc Number of elevating crew conveyors 2 pc NR Koeling BV

17 Flake-ICE NR Koeling BV Rake system under construction
Flake Ice Plant Tocoma Dam Venezuela Ice makers installed NR Koeling BV

18 the aggregates handled on a special
Cooling Concept Spraying cold water the aggregates handled on a special Conveyor Wet - belt NR Koeling BV

19 Aggregate Wet-Belt NR Koeling BV AGGREGATE FROM STOCK PILE, 28°C
ISOLATING TUNNEL 4°C WATER SPRAY-SYSTEM 28°C 10°C RETURN WATER WATER COLLECTOR 8°C CONVEYOR BELT AGGREGATE TO BATCHING PLANT, 10°C 10°C FRESH-WATER 28°C COLLECTING BASIN MIXING BASIN PUMP 4°C 4°C SETTELING BASIN 10°C 12°C SEDIMENT SPRAYPUMP COLD WATER BASIN CHILLER UNIT PUMP AIR AIR AIR AIR 12°C 4°C NR Koeling BV

20 Diagram showing the cooling effect against time and aggregate size.
NR Koeling BV

21 with cold water on a Belt
Wet-Belt Aggregate sprayed with cold water on a Belt NR Koeling BV

22 Wet-Belt Tocoma Dam Venezuela NR Koeling BV 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 NR Koeling BV

23 Conveyor Wet-Belt NR Koeling BV
Capacity of the WET-BELT for the Panama Canal project Belt lenght : 220 m Belt width m Belt capacity Ton / hour Belt speed ,3 m/s Cooling capacity installed 5375 kW Water flow m3/h NR Koeling BV

24 Inundation - Sedimentation
Aggregate Cooling Cold Water Inundation - Sedimentation into the Silo NR Koeling BV

25 Aggregate hopper cooling by cold water in Silo
NR Koeling BV

26 NR Koeling BV Technical data Aggregate capacity* 20 - 800 Ton/hr
Aggregate capacity* 20 - 800 Ton/hr Aggregate size 5 150 mm Temperature difference In -Out 32 K Lowest output temperature 8 °C Cooling capacity** 200 5.000 kW Outside conditions 40 Supply voltage 400 460 V Frequency 50 / 60 Hz Belt length ** 10 220 m Cooling down time **  2 15 min NR Koeling BV

27 Sedimentation System Free flow system water flow ~ 1000 m³/h
Clean water Result Sludge

28 Aggregate cooling by blowing cold air into storage silo
NR Koeling BV

29 Aggregate hopper cooling by cold air
NR Koeling BV

30 Diagram showing the cooling effect against the remaining time and aggregate size
NR Koeling BV

31 Aggregate cooling in Silo
Aggregate cooling by cold air Sadi Said Marocco NR Koeling BV Air-blast unit

32 Large aggregate cooling system by cold air with separated storage silos,
(Gibe III Ethiopia) NR Koeling BV

33 NR Koeling BV Aggregate silo’s for air cooling Chilled water plant
Capacity: Aggregate: 700 Ton/Hr Temp. :29°C  9°C Refr.cap.: kW Aggregate silo’s for air cooling Chilled water plant Large aggregate cooling system by cold air with separated storage silos, (Gibe III Ethiopia) NR Koeling BV

34 How to cool the Sand by ROTATING SAND COOLER
NR Koeling BV

35 Sand Cooling NR Koeling BV SAND COOLER SAND FROM STOCKPILE, 28°C
Rotating Drum Air: 2°C Supply conveyor COOLED SAND TO BATCHINGPLANT, 14°C Feeding conveyor 8°C Return AIR : 24°C Discharge conveyor Cooling coil Supply AIR : 2°C 2°C 24°C Fan Air-Blast unit Sand filter -2°C 4°C Air Air Chiller unit PUMP Air Air -2°C 4°C Water/Glycol NR Koeling BV

36 Sand Cooling NR Koeling BV Innerview Sand cooler rotating drum
Sand cooler on job site Tocoma Dam Venezuela NR Koeling BV

37 NR Koeling BV Sand cooling panama channel project

38 Sand Cooling NR Koeling BV
Capacity of the Sand cooler for the Panama project Number of sand coolers pc Sand capacity (each) Ton / hour Diameter of sand cooler mm Length mm Cooling capacity installed 2x 775 kW NR Koeling BV

39 Sand cooling Sogamoso Colombia
NR Koeling BV

40 Sand Cooling Rotating drums Sand Cooler NR Koeling BV

41 Complete solution NR Koeling BV

42 NR Koeling BV General Layout

43 General Layout Sonla – Dam Vietnam Inline silo with weighing system
Aggregate storage Ice plant (for safety) Wet belt Mixing plant Sedimentation Cement and fly-ash storage Chiller plant Sonla – Dam Vietnam

44 NR Koeling BV

45 General layout Yewa – Dam Myanmar Mixing plant Ice plant
Sedimentation-tanks Material storage Sand Wet belts Materialstorage-aggregates Conveying belts Charging hopper

46 NR Koeling BV

47 Concrete Cooling Plant
Configuration of the Concrete Cooling Plant NR Koeling BV

48 Selection Criteria Concrete temperature at mixer outlet Plant Layout
Energy consumption NR Koeling BV

49 Achievable concrete temperatures
NR Koeling BV

50 Plant Combinations 8°C Concrete only achievable
Cooling options Cooling Plant combinations A B C D E F G H I Chilled water n Flake Ice Aggregate cooling by Water Aggregate cooling by Air Sand cooling by Air Result output temp. Concrete (°C) 34,0 25,3 12,7 13,6 16,5 12,8 13,7 8,0 8°C Concrete only achievable with Plant combination H and I NR Koeling BV

51 Multiple cooling combination needed
Plant Combinations Multiple cooling combination needed to achieve 8°C Concrete NR Koeling BV

52 Flake Ice uses the most energy compared to the other methods
Energy Consumption (electrical) Flake Ice uses the most energy compared to the other methods NR Koeling BV

53 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

54 Thanks for your attention 谢谢! 2


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