Audited Supplier
ZG4--14 and -BG--BXH-ZGH-ZNG
Long Time
12 Months
Microfiltration Machine
Physical Treatment
Industrial, Agriculture, Hospital
for Sedimentation Tank
for Sewage Water Treatment Projects
FLOURISH
Seawothy Packing
100~1500m3/h ---above
Made in China
8421219909
Product Description
Overview
FL traffic type scraper suitable for drainage works in advection sedimentation tanks, sludge in the bottom of the settlement set to scrape the mud tank and pond scum skimming the surface of the slag tap to set. Can be set according to user requirements scum scraper. According to the direction of flow can be divided into reverse and reverse scraper scraper reverse slagging same way to the slag. Scraper mechanism when not return scraper scraper rake all lifted. When returned to the starting position when the scraper, scraper rake fall, creating a cycle of work traffic type scraper.
Works
Driving traffic by scraping suction machine, scraping mud rake, skimming, driving component device and controlled cabinets.
1, located at one end with two slots: scraping rake down skimming board decline scraper by the pool side (water side) starting point to mud, slag trough end with the sludge, scum scraper conveyor set until the end (water end) → scraper rake put on, skimming board mentioning → scraper terminal to the beginning of the commutation travel → arrived at the beginning of the cycle after the shutdown or another traffic type scraper.
2, is divided into two slots at both ends: scraping rake down the board skimming mention → scraper with the mud by the water-side end slot starting point. The sludge scraper set until the end → scraper conveyor lift and drop the rake board skimming → scraper commutation with the scum skimming the scum trough → arrive after the beginning of the cycle lane shutdown or another type scraper
Technical parameters and installation dimension table
Technical parameters
FL traffic type scraper suitable for drainage works in advection sedimentation tanks, sludge in the bottom of the settlement set to scrape the mud tank and pond scum skimming the surface of the slag tap to set. Can be set according to user requirements scum scraper. According to the direction of flow can be divided into reverse and reverse scraper scraper reverse slagging same way to the slag. Scraper mechanism when not return scraper scraper rake all lifted. When returned to the starting position when the scraper, scraper rake fall, creating a cycle of work traffic type scraper.
Works
Driving traffic by scraping suction machine, scraping mud rake, skimming, driving component device and controlled cabinets.
1, located at one end with two slots: scraping rake down skimming board decline scraper by the pool side (water side) starting point to mud, slag trough end with the sludge, scum scraper conveyor set until the end (water end) → scraper rake put on, skimming board mentioning → scraper terminal to the beginning of the commutation travel → arrived at the beginning of the cycle after the shutdown or another traffic type scraper.
2, is divided into two slots at both ends: scraping rake down the board skimming mention → scraper with the mud by the water-side end slot starting point. The sludge scraper set until the end → scraper conveyor lift and drop the rake board skimming → scraper commutation with the scum skimming the scum trough → arrive after the beginning of the cycle lane shutdown or another type scraper
Technical parameters and installation dimension table
| Model/parameter | -20 | -25 | -30 | -35 | -40 | -45 | -50 | |
| Pool diameter φ (m) | 20 | 25 | 30 | 35 | 40 | 45 | 50 | |
| Peripheral pool depth H (m) | 3.5~4.5(Based on user requirements) | |||||||
| Water depth by the pool H2 (m) | 3.0~4.0(Based on user requirements) | |||||||
| Outer edge velocity V (m/min) | 1.8-2.5 | |||||||
| Motor power N (kw) | 0.37 | 0.55 | 0.55 | 0.75 | 1.1 | 1.1 | 1.1 | |
| Installation dimensions (mm) | B | 1000-1200 | ||||||
| φ1 | 3000 | 3000 | 4000 | 4000 | 6000 | 6000 | 8000 | |
| φ2 | 800 | 800 | 1000 | 1000 | 1200 | 1200 | 1300 | |
| φ3 | ≥300 | |||||||
| φ4 | 1100 | 1100 | 1300 | 1300 | 1500 | 1500 | 1600 | |
| B1 | (Based on user requirements) | |||||||
| H2 | (Based on user requirements) | |||||||
| H3 | (Based on user requirements) | |||||||
| L | (Based on user requirements) | |||||||
| Vertical load of central column platform P1(KN) | 48 | 65 | 70 | 90 | 98 | 120 | 155 | |
| Working bridge end face load P2(KN) | 5.0 | 6.5 | 7.2 | 9.5 | 10.0 | 13.5 | 17.0 | |
| High working torque (N.m) | 60 | 11.0 | 130 | 210 | 350 | 400 | 440 | |
