UNIVERSAL US AND UT COMPACTORS
A group of lightweight vibratory plates with high levels of operational safety, equipped with rotating mechanisms, suitable, for example, for work in narrow trenches when laying pipes.
US 8-2
HIGH STANDARD
Narrow excavations, are a particular challenge for soil compactor design. The use of the Universal Compactor Standard (US) eliminates the need for the risky operation of a manually guided jumper. The narrow design of this manoeuvrable unit, provides optimum guidance. The special shape, guarantees compaction in hard-to-reach areas.
TECHNICAL SPECIFICATIONS:
STANDARD EQUIPMENT
RECOMMENDED EXCAVATOR SIZE IN TONSfrom 6 tons
WEIGHT WITH ROTARY MECHANISM (kg)485
BASE PLATE WIDTH X LENGTH (mm)240 x 830
HEIGHT (mm)1330
DUMPING HEIGHT / LOAD40-60 cm / 2 tons
ROTARY MECHANISMR9
WORKING STAGE X1
Oil flow [l/min]: 55-140
Operating pressure [bar]: 120-250
Centrifugal force [kN]: 12
Frequency [Hz]: 38
UT 8-2
A WELL THOUGHT-OUT TELESCOPIC SOLUTION
Great depths require special solutions. A solution of this kind is the universal telescopic compactor (UT). The telescopic upper part of this unit can be freely adapted to local building conditions. Like the standard model, the telescopic compactor guarantees safe working without danger from exhaust fumes.
SPECYFIKACJA TECHNICZNA:
STANDARD EQUIPMENT
RECOMMENDED EXCAVATOR SIZE IN TONSfrom 6 tons
WEIGHT WITH ROTARY MECHANISM (kg)630
BASE PLATE WIDTH X LENGTH (mm)240 x 830
HEIGHT (mm)1860-2360
DUMPING HEIGHT / LOAD40-60 cm / 2 tons
ROTARY MECHANISMR9
WORKING STAGE X1
Oil flow [l/min]: 55-140
Operating pressure [bar]: 120-250
Centrifugal force [kN]: 12
Frequency [Hz]: 38
FIGURES THAT SPEAK FOR THEMSELVES
Comparison with conventional technical solutions
HAND-COMPRESSION
Classic technique for soil compaction in the area of pipe laying using a manually guided jumper
Personnel, equipment and materials involved:
1 employee
1 excavator with operator
1 jumper 70 kg
Loose to weakly cohesive soils
Reinforced concrete pipe Ei DN 1400 / 2100
Work activities and requirements:
Layer backfilling and compaction of a 3 m section of pipe
Backfilling height 35 cm, corresponds to a layer thickness of 30 cm
Number of passes: 3 times
Number of layers: 10
Working time per layer: 9 minutes
TOTAL WORKING TIME FOR THE WHOLE PIPE:
10 layers x 9 minutes = 90 minutes
= 1.5 hours
AUTOMATISED COMPACTION
New, optimised technique for soil compaction in the pipeline laying area using the UT 8-2 universal compactor
Personnel, equipment and materials involved:
1 excavator with operator
1 MTS UT 8-2
Loose to weakly cohesive soils
Reinforced concrete pipe Ei DN 1400 / 2100
Work activities and requirements:
Layer backfilling and compaction of a 3 m section of pipe
Backfill height 50 cm, corresponds to a layer thickness of 43 cm
Number of passes: 2 times
Number of layers: 7
Working time per layer: 3 minutes
TOTAL WORKING TIME FOR THE WHOLE PIPE:
7 layers x 3 minutes = 21 minutes
= 0.35 hours