Stainless Steel Self Priming Sewage Pump , IEC Motor Portable Sewage Transfer Pump

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Stainless Steel Self Priming Sewage Pump , IEC Motor Portable Sewage Transfer Pump Application 1. Industrial water supply and drainage. 2. Building site water supply and drainage. 3. Drainage for waste water treatment. Features 1. High efficiency, compact design 2. Mechanical seal to prevent damaging from the shaft and life extension. 3. Special construction for the pump casing, high self priming capability. 4. Adopts acid resisting stainless steel (AISI316) in valve body, which has unique 5. Solid-passing allowance. 6. Painting & pump material are available for OEM requirement. Construction - - - - No. | Name | Material (GB) | Material (JIS) | 1 | Base | Q235A | SS400 | 2 | Pump body | HT200 | FC200 | 3 | Plug | Q235A | SS400 | 4 | Gaskets | NBR | NBR | 5 | Cover | HT200 | FC200 | 6 | Impeller | HT200 | FC200 | 7 | Check | NBR | NBR | 8 | Check base | HT200 | FC200 | 9 | O-Ring | NBR | NBR | 10 | Seal ring | ZCuSn10Pb5 | Tin-Bronze | 11 | Bracket | HT200 | FC200 | 12 | Motor | - | - | 13 | Mechanical Seal | Sic-Sic | Sic-Sic | 14 | Key | 3Cr13 | SUS420J2 | 15 | Lock washer | 0Cr18Ni9 | SUS304 | 16 | Impeller Nut | 0Cr18Ni9 | SUS304 | 17 | Separator | HT200 | FC200 | - - - - Product photo Performance parameter - - - - Model | Motor | Pump | Weight | Power | Speed | Dia. | Head | Capacity | Hp | kW | r/min | mm | in | m | l/min | m3/h | kg | GMP 31-50 | 1 | 0.75 | 1450 | 50 | 2" | 8 | 200 | 12 | 60/81 | GMP 32-65 | 2 | 1.5 | 1451 | 65 | 2.5" | 9 | 416 | 25 | 76/102 | GMP 33-80 | 3 | 2.2 | 1452 | 80 | 3" | 9 | 700 | 42 | 105/128 | GMP 35-80 | 5 | 3.7 | 1453 | 80 | 3" | 12 | 750 | 45 | 114/145 | GMP 37-100 | 7 | 5.5 | 1454 | 100 | 4" | 13 | 1200 | 72 | 175/262 | GMP 310-100 | 10 | 7.5 | 1455 | 100 | 4" | 14 | 1600 | 96 | 248/297 | GMP 315-150 | 15 | 11 | 1456 | 150 | 6" | 15 | 2400 | 144 | 306/346 | GMP 320-150 | 20 | 15 | 1457 | 150 | 6" | 18 | 2800 | 168 | 322/375 | - - - - Installation Foundation of the Water Pump 1. The foundation shall have adequate intensity, stability and durability. 2. Under the effect of a static force, the subsidence and inclination shall be kept within the allowable range so as to ensure the normal using of the water pump. 3. The vibration of the foundation shall be kept with the allowable range so as to ensure the normal working of the water pump and operators normal working conditions. In order to reduce the adverse influence of the machines and instruments nearby, proper vibration isolating measures shall be adopted. 4. The reinforced concrete is adopted for either the framework foundation or the wall foundation, the label of the concrete is No. 150 and No. 200. Allocate the steel reinforcement through calculation according to the inner force or allocate the constructional reinforcement according to the civil work norms. 5. The net distance from the edge of the machine base to the foundation side is generally no less than 100mm. The thickness of the second shower leveling blanket or grout blanket is no less than 25mm. 6. The form, size and installation position of the foundation bolts are adopted according to the installation diagram. The minimum depth embedded into the concrete is determined according to the actual stress; if the stress can not be determined, it may be considered according to the principle that the bolt is broken but not being pulled out. 7. The design of the foundation quality itself and the embedding depth of the foundation shall be determined according to the requirements of the installation objects, and shall be based on the principle that the disturbing force used in the running of the machine does not shake the foundation. Generally speaking, the foundation quality of the water pump shall be more than 10 times of the water pump quality. 8. The height of the foundation, in case that the structural requirements are satisfied, i.e. Under the condition that the bottom of the bolt built-in fittings have adequate concrete protective layer and the pit bottom has some thickness (to ensure the intensity) shall be designed as thin as possible. 9. In order to prevent the fissure caused by temperature and shrinkage stress, in homogeneous subsidence or vibration, steel reinforcement is required to be configured for the foundation usually with a diameter between 10mm and16mm, space between 200mm to 400mm. Work shop

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GSD Industrial Co., Ltd.

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