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Hydraulic Submersible Vertical Slurry Pump Heavy Duty For Farm Irrigation

Place of Origin: Zhejiang

Company Profile

Location: Shanghai, China (Mainland)
Business Type: Manufacturer

Product Detail

Model No.: DP

Product Description

Hydraulic Submersible Vertical Slurry Pump Heavy Duty For Farm Irrigation
Application:
The based of building drainage equipment and sewer drainage works.
Farm irrigation and pasturage drainage.
Civil and architectural engineering construction.
Cabin ponding and waste water drainage.
 
Features:
1. The application of liquid temperature: 0~40
2. Mechanical seal: DN50: 1 mechanical seal (double-end); DN80: 2 mechanical seal (single-end); Material: Silicon.
3. Squirrel-cage, induction motor are F class insulation, motor protection grand is IP68.
4. Excellent semi-open impeller, the impeller will generate vortex flow, which drive and discharge solids through pump flow
channel. Foreigh matters allowance up to 70% of discharge size; able to transfer liquid with modicum air.
 
 
 
Construction:

NO.NameMaterial
GBJIS
1HandleQ235SS40
2Motor coverHT200FC200
3O-ringNBRNBR
4Bearing--
5Rotor--
6Shaft3Cr13SUS420J2
7Bearing--
8BracketHT200FC200
9Mechanical sealSiC-SiCSiC-SiC
10ImpellerHT200FC200
11Pump casingHT200FC200
12Oil coverHT200FC200
13O-ringNBRNBR
14Stator--
15Motor casingHT200FC200
16Cable--

 
Performance parameters:


Type
MotorPumpWeight
kg
kWhpPhasePoleFre.DiaHeadCapacity
HzmminmL/minm³/h
DP51.5-501.523250502‘’14.32001228
DP51.5-801.523250803‘’7.55003036
DP52.2-802.233250803‘’11.55503352
DP53.7-803.753250803‘’16.76003660

 
Pump installation:
1. Installation base of pumps ( there is no requirement on the base for the installation of water pump without detachable device)
2. The subsidence and the inclination shall be within the allowable range under the static strength to ensure the normal operation of the water pump.
3. The form, sizes and installation position of the foundation bolt shall be adopted in accordance with the installation drawing. Its minimal depth buried in the concrete shall be determined with the actual stress.
4. The height of the base shall satisfy the structure requirements, i.e. ensure there is concrete protection with sufficient thickness under the bottom of the bolt embedded parts, which shall be thinner as far as possible with a certain thickness (strength guarantee) of the pit bottom.
5. The base shall be arranged with reinforcement steels to prevent fissures caused by temperature and shrink stress, uneven settlement or vibration. The diameter of the reinforcement steels shall be Φ 10 to 16mm and the space 200 to 400mm.
 
 
Workshop:

 

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