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180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity

180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity

Brand Name: BVEM
Model Number: BJV180E-377
MOQ: 1
Price: Negotiable
Packaging Details: wooden case
Payment Terms: L/C, T/T, MoneyGram
Detail Information
Place of Origin:
China
Certification:
ISO 9001:2015
Product Name:
Vibrator Equipment
Power:
180 KW
Max Amplitude:
21 Mm
Vibration Power:
180-276 KN
Rated Current:
350 A
Outer Diameter:
377 Mm
Supply Ability:
600 sets per year
Highlight:

vibro piling equipment

,

vibroflot drive pile machine

Product Description

 

180 kW BVEM electric vibroflot equipment for vibroflotation improving foundation bearing capacity

 

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
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

 

 

Vibroflotation is one of a typical technique which is a widely used application for foundation soil improvement.

Vibroflotation is often used in foundation treatment of dams, oil fields, power plants, ports, airports, bridges, etc.

 

 180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity 0   180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity 1

 

Vbro-compaction techniques

 

Under the effect of vibration, the saturated sand soil liquefaction happen,which make the sand particles re-arranged and the soil interspace reduced.

 

Boring

By vibration and the flushing of water and/or air, the vibroflot penetrates to the designed depth.

 

Compaction

Compact the soil section by section up to the gound according to the requirements of the compaction current, compaction time and sectional compaction length.

Good price  online

Products Details

Home > Products >
Vibroflot Equipment
>
180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity

180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity

Brand Name: BVEM
Model Number: BJV180E-377
MOQ: 1
Price: Negotiable
Packaging Details: wooden case
Payment Terms: L/C, T/T, MoneyGram
Detail Information
Place of Origin:
China
Brand Name:
BVEM
Certification:
ISO 9001:2015
Model Number:
BJV180E-377
Product Name:
Vibrator Equipment
Power:
180 KW
Max Amplitude:
21 Mm
Vibration Power:
180-276 KN
Rated Current:
350 A
Outer Diameter:
377 Mm
Minimum Order Quantity:
1
Price:
Negotiable
Packaging Details:
wooden case
Delivery Time:
15 work days
Payment Terms:
L/C, T/T, MoneyGram
Supply Ability:
600 sets per year
Highlight:

vibro piling equipment

,

vibroflot drive pile machine

Product Description

 

180 kW BVEM electric vibroflot equipment for vibroflotation improving foundation bearing capacity

 

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
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

 

 

Vibroflotation is one of a typical technique which is a widely used application for foundation soil improvement.

Vibroflotation is often used in foundation treatment of dams, oil fields, power plants, ports, airports, bridges, etc.

 

 180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity 0   180 KW Electric Vibro float for Ground Improving Foundation Bearing Capacity 1

 

Vbro-compaction techniques

 

Under the effect of vibration, the saturated sand soil liquefaction happen,which make the sand particles re-arranged and the soil interspace reduced.

 

Boring

By vibration and the flushing of water and/or air, the vibroflot penetrates to the designed depth.

 

Compaction

Compact the soil section by section up to the gound according to the requirements of the compaction current, compaction time and sectional compaction length.