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AS-POMPE

Les stations de pompage domestiques AS-PUMP (relevage, puisards) sont conçus pour le pompage des eaux usées, des eaux pluviales et des eaux souterraines, sous-pression ou par écoulement gravitaire…

The AS-PUMP pumping shafts are designed for re-pumping wastewater, rainwater, and groundwater or other liquids from the household and other structures to pressure or gravity sewerage.

They are made of polypropylene, which guarantees their chemical resistance; however, they are not suitable for re-pumping flammability class I and II liquids. On request, pumping shafts can be supplied certified as to their hygienic suitability for food processing purposes. Pumping shafts can be installed both outdoors and on the technical floors of buildings or basements, as free standing on the floor.

Pumping Shafts - Their design for the sewerage system and advantages

  • AS–PUMP EO/PPn – cylindrical, single-jacketed, not self-supporting pumping shaft
  • AS–PUMP EO/PPs – cylindrical, single-jacketed, self-supporting pumping shaft
  • AS–PUMP EO/PB – cylindrical, double-jacketed pumping shaft, self-supporting after the concreting of the space between the jackets; plastic skeleton x concrete filling combination
  • AS–PUMP EO/PB/SV – cylindrical, double-jacketed pumping shaft designed for installation below the groundwater table, self-supporting after the concreting of the space between the jackets; plastic skeleton x concrete filling combination
  • Possibility of double-jacketed design
  • Complete delivery without further structural modifications
  • Waterproof and resistant to corrosion
  • Resistant to groundwater
  • Reliable submersible pumps
  • Possibility of automatic control without attendance, incl. signalling
  • Use for depths up to a max. 6 m
  • Shaft diameter from 800 to 3,200 mm
  • Providing guarantee and post-guarantee services

Pumping Shafts - Single-Jacketed - AS–PUMP EO/PPn, AS–PUMP EO/PPs

AS–PUMP EO/PPn – Cylindrical, single-jacketed, not self-supporting pumping shaft designed for embedding in concrete

AS–PUMP D1/H EO/PPn Pumping Shafts
Design Free-standing device
Installation Dry (groundwater table below the footing bottom)
Diagram → →
Tank shape EO – cylindrical, underground
Tank design PPn – all-plastic structure – not self-supporting
Static design Self-supporting after embedding in concrete
Type Tank diameter Tank height Inlet shaft height Transport weight
D
[mm] 		H
[mm] 		Vn
[mm] 		[kg]
AS PUMP 800/1,500 800 1,500 max. 500 130
AS PUMP 800/2,000 800 2,000 max. 500 145
AS PUMP 800/2,500 800 2,500 max. 500 160
AS PUMP 800/3,000 800 3,000 max. 500 175
AS PUMP 960/1,500 960 1,500 max. 500 160
AS PUMP 960/2,000 960 2,000 max. 500 175
AS PUMP 960/2,500 960 2,500 max. 500 190
AS PUMP 960/3,000 960 3,000 max. 500 205
AS PUMP 1,280/1,500 1,280 1,500 max. 500 180
AS PUMP 1,280/2,000 1,280 2,000 max. 500 200
AS PUMP 1,280/2,500 1,280 2,500 max. 500 220
AS PUMP 1,280/3,000 1,280 3,000 max. 500 240
AS PUMP 1,520/1,500 1,520 1,500 max. 500 200
AS PUMP 1,520/2,000 1,520 2,000 max. 500 230
AS PUMP 1,520/2,500 1,520 2,500 max. 500 260
AS PUMP 1,520/3,000 1,520 3,000 max. 500 290
AS PUMP 2,000/1,500 2,000 1,500 max. 500 260
AS PUMP 2,000/2,000 2,000 2,000 max. 500 300
AS PUMP 2,000/2,500 2,000 2,500 max. 500 340
AS PUMP 2,000/3,000 2,000 3,000 max. 500 380

AS–PUMP EO/PPs – Cylindrical, single-jacketed, self-supporting pumping shaft designed for soil backfilling

Pumping Shafts
Pumping Shafts
AS–PUMP D1/H EO/PPs Pumping Shafts
Design Free-standing device
Installation Dry (groundwater table below the footing bottom)
Diagram → →
Tank shape EO – cylindrical, underground
Tank design PPn – all-plastic structure – self-supporting
Static design Self supporting after soil backfilling
Type Tank diameter Tank height Inlet shaft height Transport weight
D
[mm] 		H
[mm] 		Vn
[mm] 		[kg]
AS PUMP 800/1500 800 1,500 max. 330 140
AS PUMP 800/2000 800 2,000 max. 330 155
AS PUMP 800/2500 800 2,500 max. 330 170
AS PUMP 800/3000 800 3,000 max. 330 185
AS PUMP 960/1500 960 1,500 max. 330 170
AS PUMP 960/2000 960 2,000 max. 330 185
AS PUMP 960/2500 960 2,500 max. 330 200
AS PUMP 960/3000 960 3,000 max. 330 210
AS PUMP 1,280/1,500 1,280 1,500 max. 330 190
AS PUMP 1,280/2,000 1,280 2,000 max. 330 210
AS PUMP 1,280/2,500 1,280 2,500 max. 330 230
AS PUMP 1,280/3,000 1,280 3,000 max. 330 250

Pumping Shafts - Double-Jacketed - AS–PUMP EO/PB, AS–PUMP EO/PB/SV

AS–PUMP EO/PB – Cylindrical, double-jacketed, self-supporting after the concreting of the space between the jackets;
plastic skeleton x concrete filling combination

Pumping Shafts
Pumping Shafts
AS–PUMP D1/H EO/PB Pumping Shafts
Design Free-standing device
Installation Above the groundwater table
Diagram → →
Tank shape EO – cylindrical, underground
Tank design PB – double-jacketed
Static design Self-supporting after concreting –
the tank is completely prepared for concreting on site,
including concrete reinforcement
Type Inner diameter of the tank Outer diameter of the tank Tank height Concrete volume Tank wall thickness Transport weight
D
[mm] 		D1
[mm] 		H
[mm] 		Vb
[m 3 ] 		s 
[mm] 		[kg]
AS PUMP 1,130/1,500 800 1,130 1,500 0.86 150 220
AS PUMP 1,130/2,000 800 1,130 2,000 1.10 150 260
AS PUMP 1,130/2,500 800 1,130 2,500 1.34 150 300
AS PUMP 1,130/3,000 800 1,130 3,000 1.58 150 340
AS PUMP 1,290/1,500 960 1,290 1,500 1.10 150 250
AS PUMP 1,290/2,000 960 1,290 2,000 1.46 150 290
AS PUMP 1,290/2,500 960 1,290 2,500 1.83 150 330
AS PUMP 1,290/3,000 960 1,290 3,000 2.18 150 370
AS PUMP 1,530/1,500 1,200 1,530 1,500 1.37 150 280
AS PUMP 1,530/2,000 1,200 1,530 2,000 1.72 150 320
AS PUMP 1,530/2,500 1,200 1,530 2,500 2.07 150 350
AS PUMP 1,530/3,000 1,200 1,530 3,000 2.42 150 400
AS PUMP 1,770/1,500 1,440 1,770 1,500 1.56 150 290
AS PUMP 1,770/2,000 1,440 1,770 2,000 1.96 150 347
AS PUMP 1,770/2,500 1,440 1,770 2,500 2.36 150 427
AS PUMP 1,770/3,000 1,440 1,770 3,000 2.76 150 500
AS PUMP 2,250/1,500 1,920 2,250 1,500 2.20 150 490
AS PUMP 2,250/2,000 1,920 2,250 2,000 2.73 150 580
AS PUMP 2,250/2,500 1,920 2,250 2,500 3.26 150 660
AS PUMP 2,250/3,000 1,920 2,250 3,000 3.80 150 735
AS PUMP 2,710/1,500 2,380 2,710 1,500 2.80 150 665
AS PUMP 2,710/2,000 2,380 2,710 2,000 3.50 150 765
AS PUMP 2,710/2,500 2,380 2,710 2,500 4.10 150 870
AS PUMP 2,710/3,000 2,380 2,710 3,000 4.60 150 1,000
AS PUMP 3,210/1,500 2,880 3,210 1,500 3.44 150 765
AS PUMP 3,210/2,000 2,880 3,210 2,000 4.18 150 865
AS PUMP 3,210/2,500 2,880 3,210 2,500 4.92 150 970
AS PUMP 3,210/3,000 2,800 3,210 3,000 5.66 150 1,100

AS–PUMP EO/PB/SV – Cylindrical, double-jacketed, designed for installation below the groundwater table, self-supporting after the concreting of the space between the jackets; plastic skeleton x concrete filling combination

Pumping Shafts Pumping Shafts
AS–PUMP D1/H EO/PB - SV Pumping Shafts
Design Free-standing device
Installation Below the groundwater table
Diagram → →
Tank shape EO – cylindrical, underground
Tank design PB – double-jacketed
Static design Self-supporting after concreting - the tank is completely prepared for concreting on site, incl. concrete reinforcement, sized for the max. groundwater table up to the outlet level
Type Inner diameter of the tank Outer diameter of the tank Tank height Concrete volume Tank wall thickness Transport weight
D
[mm] 		D1
[mm] 		H
[mm] 		Vb
[m 3 ] 		s 
[mm] 		[kg]
AS PUMP 1,130/1,500 800 1,130 1,500 1.10 150 260
AS PUMP 1,130/2,000 800 1,130 2,000 1.24 150 300
AS PUMP 1,130/2,500 800 1,130 2,500 1.48 150 340
AS PUMP 1,130/3,000 800 1,130 3,000 1.95 150 380
AS PUMP 1,290/1,500 960 1,290 1,500 1.35 150 300
AS PUMP 1,290/2,000 960 1,290 2,000 1.68 150 340
AS PUMP 1,290/2,500 960 1,290 2,500 2.05 150 380
AS PUMP 1,290/3,000 960 1,290 3,000 2.40 150 420
AS PUMP 1,530/1,500 1,200 1,530 1,500 1.67 150 350
AS PUMP 1,530/2,000 1,200 1,530 2,000 2.10 150 390
AS PUMP 1,530/2,500 1,200 1,530 2,500 2.40 150 420
AS PUMP 1,530/3,000 1,200 1,530 3,000 2.80 150 470
AS PUMP 1,770/1,500 1,440 1,770 1,500 1.96 150 370
AS PUMP 1,770/2,000 1,440 1,770 2,000 2.30 150 427
AS PUMP 1,770/2,500 1,440 1,770 2,500 2.80 150 507
AS PUMP 1,770/3,000 1,440 1,770 3,000 3.15 150 580
AS PUMP 2,250/1,500 1,920 2,250 1,500 2.80 150 580
AS PUMP 2,250/2,000 1,920 2,250 2,000 3.35 150 670
AS PUMP 2,250/2,500 1,920 2,250 2,500 3.86 150 750
AS PUMP 2,250/3,000 1,920 2,250 3,000 4.40 150 825
AS PUMP 2,710/1,500 2,380 2,710 1,500 3.90 150 705
AS PUMP 2,710/2,000 2,380 2,710 2,000 4.60 150 805
AS PUMP 2,710/2,500 2,380 2,710 2,500 5.20 150 910
AS PUMP 2,710/3,000 2,380 2,710 3,000 5.70 150 1,050
AS PUMP 3,210/1,500 2,880 3,210 1,500 4.65 150 915
AS PUMP 3,210/2,000 2,880 3,210 2,000 5.40 150 1,015
AS PUMP 3,210/2,500 2,880 3,210 2,500 6.15 150 1,120
AS PUMP 3,210/3,000 2,800 3,210 3,000 6.90 150 1,250

Pumping Shafts - Technological diagram

Pumping Shafts Pumping Shafts Pumping Shafts - Installation Example No. 1

  • Doubled pump
  • Installation set

Pumping Shafts - Installation Example No. 2

  • Single pump
  • Installation set

Pumping Shafts - Equipment

The pumping shafts are equipped with pumps of various types, as a standard feature – KSB, FLYGHT, SIGMA LUTÍN, WILO-EMU, GRUNDFOS (at the customer's request). The tank can be equipped with one or two pumps, of which one or both are generally comminution ones (the switching command is indicated in the technological diagram). Individual levels are signalled by floater switches or an ultrasonic sensor. The delivery of the pumping station includes the switchboard, incl. control electronics. The pumps are designed individually on the basis of input parameters.

Electric switchboards for two pumps Pillar - for free installation in terrain
SED 54 zP SED 54 szP SED 54 USzP SED 54 USzhP SED 54 USzP–u SED 54 UGzP SED 54 UTzP
Plastic pillar ● ● ● ● ● ● ●
Full plastic cabinet - wall-mounted design
No signalling ●
Local light signalling: pump operation and failure ● ● ● ● ● ●
Local acoustic signalling: max. level ● ● ● ● ● ● ●
Output for remote transmission of remote statuses: ● ● ● ● ●
– Operation and failure of M1, M2 ● ● ● ● ●
– Pumping station overfilling ● ● ● ● ●
– Voltage loss in the switchboard ● ● ● ● ●
Pump operation selection automatic/manual ● ● ● ● ● ● ●
Automatic mutual replacement of pumps in case of a failure ● ● ● ● ● ● ●
Service socket 230 V  ● ● ● ● ● ● ●
Service socket 400 V  ● ● ● ● ● ●
Summation hour meter for each pump ● ● ● ●
Mains – O – power supply switch ● ● ● ●
Remote data transmission via GSM ●
Place for the ultrasonic evaluation unit ● ● ●
Place for telemetry, 800 x 600 mm
Complete documentation of switchboard wiring ● ● ● ● ● ● ●
Initial inspection ● ● ● ● ● ● ●
Electric switchboards for one pump Pillar - for free installation in terrain
SED 53 P SED 54 sP SED 54 USP SED 54 USZP
Plastic pillar ● ● ● ●
Full plastic cabinet - wall-mounted design
Local light signalling: pump operation and failure ● ● ●
Local acoustic signalling: max. level ● ● ● ●
Output for remote transmission of remote statuses: ● ●
– operation and failure of M1, M2 ● ●
– pumping station overfilling ● ●
– voltage loss in the switchboard ● ●
Pump operation selection automatic/manual ● ● ● ●
Service socket 230 V  ● ● ● ●
Service socket 400 V  ● ● ●
Summation hour meter ●
Complete documentation of switchboard wiring ● ● ● ●
Initial inspection ● ● ● ●

Sample order

AS-PUMP pumping shaft, H = 1,500 mm, D = 800 mm, with an inlet shaft 600 x 600 mm (or 900 x 600 mm), Vn = 450 mm, and a cast-iron cover, with an inlet adapted to KT 100 and outlet to PE 2", equipped with comminution pumps of the SIGMA 40 GFZU type, 2 units, defining the ground plan and height arrangement of the inlet and outlet.

Or you can have a design of the pumping shaft (accumulation size and pump type) prepared by a specialist in accordance with the basic parameters:

  • Maximal and minimal quantity of pumped water,
  • Total loss of head (geodetic height + sum of losses),
  • Pumped media.

Selected references

AS-PUMP 2000/4600 (beton), municipality: Pardubice (apartment building), CZ
AS-PUMP 2530/4000 EO/ PB/SV, municipality: Unetice (sewerage), CZ
AS-PUMP 2240/4900 EO/PB/SV, municipality: Malé Hoštice (sewerage), CZ
AS-PUMP 2000/3000 (beton), Municipality: Stochov (TESCO), CZ
AS-PUMP 1760/4000 EO/PB-SV, municipality: Žatec (Solar Turbines EAME), CZ
AS-PUMP 2240/2500 EO/PB/SV, municipality: Kladno (DPS), CZ
AS-PUMP 1760/4560 EO/PB/SV, municipality: Nosislav (sewerage), CZ
AS-PUMP 2250/3300 EO/PB-SV, municipality: Zábřeh na Moravě (sewerage), CZ
AS-PUMP 1760/4850 EO/PB/SV, municipality: Pardubice (airport), CZ
AS-PUMP 2250/5000 EO/PB/ SV, municipality: Pardubice (airport), CZ
AS-PUMP 2300/4700 EO/B/SV, municipality: Čelákovice (TESCO), CZ
AS-PUMP 2300/4700 EO/B/SV, municipality: Čelákovice (TESCO), CZ
AS-PUMP 1800/3000 EO/B/SV, municipality: Čelákovice (TESCO), CZ
AS-PUMP 3200/4000 EO/PB/SV, municipality: Havířov (Globus), CZ
AS-PUMP 1900x1900x2813 ER / PPN, municipality: Brno (VMO Dobrovského tunely), CZ
Process units DN80, municipality: Prachovník (sewerage), CZ
AS-PUMP 1760/2960 EO / PB / SV, municipality:: Sloup - Sošůvka (sewerage), CZ
AS-PUMP 2240/6000 EO / PB / SV, municipality: Břeclav (Alca plast), CZ
AS-PUMP 1760/5000 EO / PB / SV, municipality: Vítkovice (sewerage), CZ
AS-PUMP 2240/3500 EO / PB / SV, municipality:: Vysoká Pec (sewerage), CZ
AS-PUMP 1760/3500 EO / PB / SV, municipality: Sudoměřice (sewerage), CZ
AS-PUMP 1760/4500 EO / PB / SV, municipality: Kravaře (castle), CZ
AS-PUMP 2240/3500 EO / PB / SV, municipality: Komořany (sewerage), CZ
Technological systems DN 80, Municipality: Mariánské Lázně (TESCO), CZ
AS-PUMP 2240/3000 EO/PB/SV, municipality: Mořkov (sewerage), CZ
AS-PUMP 2240/3000 EO/PB/SV, municipality: Česká Bělá (sewerage), CZ
AS-PUMP 2240/3000 EO/PB/SV, municipality: Česká Bělá (sewerage), CZ
AS-PUMP 1770/2000 EO/PB/SV, municipality: Česká Bělá (sewerage), CZ
AS-PUMP 2240/3000 EO/PB/SV, municipality: Okříšky (CTPark), CZ
AS-PUMP 2240/4900 EO/PB/SV, municipality: Malé Hoštice (sewerage), CZ
AS-PUMP 2240/6000 EO/PB/SV, municipality: Břeclav, CZ
Technological outfit PS, municipality: Rovensko (sewerage), CZ
Technological outfit PS, municipality: Mladá Boleslav (VaK), CZ