AS-POMPE

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

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

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 [m3]	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

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 [m3]	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 - 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