|
| Brand Name: | BVEM |
| Model Number: | BJV75E-377 |
| MOQ: | 1 |
| Price: | USD 13000-15000 SET |
| Packaging Details: | wooden case |
| Payment Terms: | L/C, T/T |
75 kW vibroflot equipment for soil improvement construction by vibro replacement
| The Top Feed Electric Vibroflot Spec. | ||||||||
| Type | Power (kW) |
Rated current(A) | Max rotation speed(rpm) | Max amplitude (mm) |
Vibration power(kN) | Weight (kg) | Outer diameter(mm) | Length(mm) |
| BJV75E-377 | 75 | 148 | 1450 | 17.5 | 188 | 1828 | 377 | 3110 |
| BJV100E-377 | 100 | 195 | 1450-1800 | 19 | 180-276 | 1880 | 377 | 3215 |
| BJV130E-377 | 130 | 255 | 1450-1800 | 19 | 180-276 | 1900 | 377 | 3355 |
| BJV150E-377 | 150 | 290 | 1450-1800 | 19 | 180-276 | 2100 | 377 | 3445 |
| BJV180E-377 | 180 | 350 | 1450-1800 | 21 | 180-276 | 2140 | 377 | 3485 |
The working principle of vibroflot
The working principle of the vibrator is that the special motor mobilizes the eccentric block within the vibrating body through coupling, generating centrifugal force, and causing horizontal vibration of the whole vibrator.
The vibrator can be applied in the construction of packing vibro pile and compaction vibro pile.
It is applicable for the consolidation of foundations such as gravelly soil, sandy soil, silt soil, cohesive soil, artificial soil and collapsible soil etc., as well as increasing density and resisting liquefaction of various types of liquefiable soil.
After vibration shock process, the stratum can stand a certain degree of dynamic load, and can improve bearing capacity of foundation soil, relative density and liquefaction resistance capacity.
| Vibroflot Sizes | |
| Items | value |
| D/ diameter(mm) | 676 |
| d/ diameter(mm) | 426 |
| L/length(mm) | 3110 |
| S/ length(mm) | 510 |
|
|
| Brand Name: | BVEM |
| Model Number: | BJV75E-377 |
| MOQ: | 1 |
| Price: | USD 13000-15000 SET |
| Packaging Details: | wooden case |
| Payment Terms: | L/C, T/T |
75 kW vibroflot equipment for soil improvement construction by vibro replacement
| The Top Feed Electric Vibroflot Spec. | ||||||||
| Type | Power (kW) |
Rated current(A) | Max rotation speed(rpm) | Max amplitude (mm) |
Vibration power(kN) | Weight (kg) | Outer diameter(mm) | Length(mm) |
| BJV75E-377 | 75 | 148 | 1450 | 17.5 | 188 | 1828 | 377 | 3110 |
| BJV100E-377 | 100 | 195 | 1450-1800 | 19 | 180-276 | 1880 | 377 | 3215 |
| BJV130E-377 | 130 | 255 | 1450-1800 | 19 | 180-276 | 1900 | 377 | 3355 |
| BJV150E-377 | 150 | 290 | 1450-1800 | 19 | 180-276 | 2100 | 377 | 3445 |
| BJV180E-377 | 180 | 350 | 1450-1800 | 21 | 180-276 | 2140 | 377 | 3485 |
The working principle of vibroflot
The working principle of the vibrator is that the special motor mobilizes the eccentric block within the vibrating body through coupling, generating centrifugal force, and causing horizontal vibration of the whole vibrator.
The vibrator can be applied in the construction of packing vibro pile and compaction vibro pile.
It is applicable for the consolidation of foundations such as gravelly soil, sandy soil, silt soil, cohesive soil, artificial soil and collapsible soil etc., as well as increasing density and resisting liquefaction of various types of liquefiable soil.
After vibration shock process, the stratum can stand a certain degree of dynamic load, and can improve bearing capacity of foundation soil, relative density and liquefaction resistance capacity.
| Vibroflot Sizes | |
| Items | value |
| D/ diameter(mm) | 676 |
| d/ diameter(mm) | 426 |
| L/length(mm) | 3110 |
| S/ length(mm) | 510 |
