{"id":1286,"date":"2025-02-13T20:44:47","date_gmt":"2025-02-13T19:44:47","guid":{"rendered":"https:\/\/dt-auto.com\/?page_id=1286"},"modified":"2025-11-19T23:10:52","modified_gmt":"2025-11-19T22:10:52","slug":"cat-zageszczarki-gruntu-uniwersalne-zageszczarki-us-i-ut","status":"publish","type":"page","link":"https:\/\/dt-automatyzacja.pl\/en\/index.php\/cat-zageszczarki-gruntu-uniwersalne-zageszczarki-us-i-ut\/","title":{"rendered":"CAT \u2013 Zag\u0119szczarki gruntu \u2013 Uniwersalne zag\u0119szczarki US I UT"},"content":{"rendered":"
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UNIVERSAL US AND UT COMPACTORS<\/h1>\n\n\n\n

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.<\/p>\n\n\n

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US 8-2<\/strong><\/h1>\n\n\n\n

HIGH STANDARD<\/strong><\/h3>\n\n\n\n

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.<\/p>\n\n\n\n

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TECHNICAL SPECIFICATIONS:<\/strong><\/h3>\n\n\n
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STANDARD EQUIPMENT<\/b><\/p>\n

RECOMMENDED EXCAVATOR SIZE IN TONS<\/b>from 6 tons<\/span><\/p>\n

WEIGHT WITH ROTARY MECHANISM (kg)<\/b>485<\/span><\/p>\n

BASE PLATE WIDTH X LENGTH (mm)<\/b>240 x 830<\/span><\/p>\n

HEIGHT (mm)<\/b>1330<\/span><\/p>\n

DUMPING HEIGHT \/ LOAD<\/b>40-60 cm \/ 2 tons<\/span><\/p>\n

ROTARY MECHANISM<\/b>R9<\/span><\/p>\n

WORKING STAGE X1 <\/b>
\n Oil flow [l\/min]: 55-140
\n Operating pressure [bar]: 120-250
\n Centrifugal force [kN]: 12
\n Frequency [Hz]: 38\n <\/p>\n<\/div>\n<\/div>\n\n\n\n

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UT 8-2<\/strong><\/h1>\n\n\n\n

A WELL THOUGHT-OUT TELESCOPIC SOLUTION<\/strong><\/strong><\/h3>\n\n\n\n

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.<\/p>\n\n\n\n

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SPECYFIKACJA TECHNICZNA:<\/strong><\/h3>\n\n\n
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STANDARD EQUIPMENT<\/b><\/p>\n

RECOMMENDED EXCAVATOR SIZE IN TONS<\/b>from 6 tons<\/span><\/p>\n

WEIGHT WITH ROTARY MECHANISM (kg)<\/b>630<\/span><\/p>\n

BASE PLATE WIDTH X LENGTH (mm)<\/b>240 x 830<\/span><\/p>\n

HEIGHT (mm)<\/b>1860-2360<\/span><\/p>\n

DUMPING HEIGHT \/ LOAD<\/b>40-60 cm \/ 2 tons<\/span><\/p>\n

ROTARY MECHANISM<\/b>R9<\/span><\/p>\n

WORKING STAGE X1 <\/b>
\n Oil flow [l\/min]: 55-140
\n Operating pressure [bar]: 120-250
\n Centrifugal force [kN]: 12
\n Frequency [Hz]: 38\n <\/p>\n<\/div>\n<\/div>\n\n\n\n

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FIGURES THAT SPEAK FOR THEMSELVES<\/h2>\n\n\n\n

Comparison with conventional technical solutions<\/p>\n\n\n

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HAND-COMPRESSION<\/strong><\/h3>\n\n\n\n

Classic technique for soil compaction in the area of pipe laying using a manually guided jumper<\/p>\n\n\n\n

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Personnel, equipment and materials involved:<\/strong><\/h4>\n\n\n\n

1 employee<\/p>\n\n\n\n

1 excavator with operator<\/p>\n\n\n\n

1 jumper 70 kg<\/p>\n\n\n\n

Loose to weakly cohesive soils<\/p>\n\n\n\n

Reinforced concrete pipe Ei DN 1400 \/ 2100<\/p>\n<\/div>\n\n\n\n

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Work activities and requirements:<\/strong><\/h4>\n\n\n\n

Layer backfilling and compaction of a 3 m section of pipe<\/p>\n\n\n\n

Backfilling height 35 cm, corresponds to a layer thickness of 30 cm<\/p>\n\n\n\n

Number of passes: 3 times<\/p>\n\n\n\n

Number of layers: 10<\/p>\n\n\n\n

Working time per layer: 9 minutes<\/p>\n<\/div>\n\n\n\n

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TOTAL WORKING TIME FOR THE WHOLE PIPE:<\/strong><\/h4>\n\n\n\n

10 layers x 9 minutes = 90 minutes<\/p>\n\n\n\n

= 1.5 hours<\/strong><\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n

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AUTOMATISED COMPACTION<\/strong><\/h3>\n\n\n\n

New, optimised technique for soil compaction in the pipeline laying area using the UT 8-2 universal compactor<\/p>\n<\/div>\n\n\n\n

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Personnel, equipment and materials involved:<\/strong><\/h4>\n\n\n\n

1 excavator with operator<\/p>\n\n\n\n

1 MTS UT 8-2<\/p>\n\n\n\n

Loose to weakly cohesive soils<\/p>\n\n\n\n

Reinforced concrete pipe Ei DN 1400 \/ 2100<\/p>\n<\/div>\n\n\n\n

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Work activities and requirements:<\/strong><\/h4>\n\n\n\n

Layer backfilling and compaction of a 3 m section of pipe<\/p>\n\n\n\n

Backfill height 50 cm, corresponds to a layer thickness of 43 cm<\/p>\n\n\n\n

Number of passes: 2 times<\/p>\n\n\n\n

Number of layers: 7<\/p>\n\n\n\n

Working time per layer: 3 minutes<\/p>\n<\/div>\n\n\n\n

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TOTAL WORKING TIME FOR THE WHOLE PIPE:<\/strong><\/h4>\n\n\n\n

7 layers x 3 minutes = 21 minutes<\/p>\n\n\n\n

= 0.35 hours<\/strong><\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n

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SEE HOW IT WORKS:<\/h2>\n\n\n\n
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