Beijing Vibroflotation Engineering Machinery Co., Ltd.(BVEM).

Forefront Vibroflotation Device Fill Compaction Solving Differential Settlement

BVEM Company - professional vibroflot quipment manufacturier in China

BVEM· A pioneer to optimize construction of vibroflotation method.

1. In 1997, the construction of the dam in the second phase of the three gorges project was carried out in the process of 30m deep throwing sand blasting.

2. For the first time in 2001, the chimney foundation of the dingzhou power plant of 240m was strengthened by vibro - compaction method.

3. In 2005, we developed the first integrated bottom feed vibroflot of China, the vibroflotation method began to treat the soft base of the soil whose Cu(shear strength) is less than 20KPa.

4. In 2007, hydraulic vibroflot was used to handle the foundation of the pudu river power station,.This is the first time the treated depth achieved 32.7m in China.

5. In 2014, the first YZ125KW hydraulic vibroflot was developed.

With 30 years experience of vibroflotation industry, BVEM researched and developed a variety of electric vibroflots motor power from 30 kw to 260 kw. BVEM’s vibroflots has complete specification model which makes widely using of range. The quality of the equipment and performance have already achieved the domestic industry leading level. Through the application of hundreds of domestic and international projects, including the Yangtze River Three Gorges Soft Ground Treatment Project, The Hong kong-Zhuhai-Macao Bridge Project, Dubai Palm Island Project, etc, BVEM has developed to be Asia's larger electrical vibroflots equipment manufacturers, and are being highly recognized by domestic and international clients.

Company set up Marketing Department, engineering department, after-sales service department, research and development department and other functional departments, to implement customer and market orientated diversification business strategy, with the purpose of "create high-quality goods, outperform to serve vibroflotation industry".

Whole process service

Geological analysis

BVEM’s geological experts support clients on the professional analysis of soil situation and give the suggestion of feasible solution.

Vibroflotation design

By analysis and calculation result, help clients formulate vibroflotation design scheme, including the pile layout, depth of pile, diameter of pile and volume of feeding stone etc., and quality control method as well as testing method.

Equipment selection

In terms of situation of engineering, with consideration of technology, cost and construction period requirement, recommend the vibroflots model with suitable capacity and high cost performance.

Construction Scheme

According to the situation of engineering, formulate the feasible construction organization scheme, including the number of construction unit, stages and sequence of construction.

Installation&Commissioning

Service engineer reach job-site to guide the installation and commissioning of equipment, make sure equipment normal operation.

Construction Guiding

Engineers with full of construction experience demonstrate the operation of vibroflotation and train the operators of clients, help clients understand construction process and the quality control method.

Vibroflotataion Techniques

Vibroflotation can be obtained by using three different techniques:

Vibro Compaction method- This method allows granular soils to be compacted. This method is only used to compact sandy soils.

Vibro Replacement method- The technique is used to replace poor or inadequate soil material by flushing out the soil with air or water and replacing it with granular soil. This can be used in various soil types such as clay and sandy soils.

Vibro Displacement method- This procedure is used with no or small amounts of water used during the technique. The probe is inserted into the soil and it will displace it laterally as the new soil column is being formed and compacted.

Vibroflotation Advantages

Vibroflotation is one affordable way to improve ground conditions when a deep layer of inadequate soil is found. The technique is so simple that will not require the delivery of additional materials or additional equipment other than the probe and the equipment that has it installed.