Setting statistical puncture through soil USP-M

Highly efficient compact set of punctured primer is designed to strip various types of underground utilities in the dispersion, firm soils for cases of small lengths and diameters. The optimum combination of weight, dimension, ease and cost of maintenance, define CSS-M, as a modern installation for statistical puncture, which satisfies Your requirements.
Installation allows you to perform trenchless construction: fiber-optic networks, electrical cables and communication cables, cases for all types of utilities, water, sewer, pipeline.
Work is carried out by the method of statistical puncture in soils 1 - 3 categories under roads, tramways, railway embankments, marshy soils, forests, etc., followed by stretching of the cable or pipe HDPE or metal.
Specifications:
The length of the perforation, up to 25 meters
Maximum connectors and pulling force - 12,4 So with
The diameter of the initial puncture - 60mm
The diameter of the extension maximum - 2 15mm
The stroke of the rod of the hydraulic cylinder - 600 mm
Maximum pressure of 20 MPa
Dimensions l*W*1400*350*350 mm
Weight without tool - 60 kg
The rod diameter - 45 mm
The length of the rod working/full -500/550mm
The mass of rod - 3,5 kg

Installation puncture USP-M consists of:
1. The pressure of the hydraulic Jack, by providing rods axial podavlyayushee force on the pilot tip,
2. Gasoline pumping station is designed for the transmission of engine power to the Executive cylinder by creating excessive fluid pressure in the hydraulic system. The oil station is equipped with an economical, highly reliable petrol engine, oil pump, hydraulic tank and lifting devices.
3. The hydraulic system allows the flexibility to control the operation of the installation consists of imported components manufacturers. The presence of alarm and control component allows you to work safely in a rational mode.
4. Rods, wheel, tools and accessories.

In Ukraine, the most common clay background presents loams and clays II and category III strength. These soils are characterized by the presence of air pores, ensuring good compaction and relatively high strength, which ensures the stability of the borehole walls after a puncture.

For more information on the website soildrill.com.