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Vibro-Replacement is the process of constructing stone columns using a vibratory probe (vibroflot).
After the vibroflot penetrates to the desired depth of treatment, stone fill is deposited into the hole from the ground surface or through feed tubes to the tip of the vibroflot as it is withdrawn.
Repeated raising and lowering ("plunging") of the vibroflot into the stone during withdrawal results in columns of stone measuring 30-42" (750-1100mm) in diameter.
As with vibro-replacement, stone columns results in higher bearing capacities for shallow foundations, a reduction in total and differential settlement, increased safety factors for slope stability, and mitigation of liquefaction potential in seismically active areas.
Vibro-replacement is often an economical alternative to deep foundations, especially when considering the added liquefaction protection in seismic areas.
specification |
ZCQ45 |
ZCQ55 |
ZCQ75 |
ZCQ100 |
ZCQ130 |
||
Vibro |
rated power |
kw |
45 |
55 |
75 |
100 |
130 |
Rotating speed |
r/mim |
1450 (1950) |
1450 (1950) |
1450 (1950) |
1450 (1950) |
1450 (1950) |
|
Current Rating |
A |
86 |
110 |
150 |
196 |
256 |
|
Vibration |
Vibration frequency |
HZ |
24 |
24 |
24 |
24 |
24 |
Moment |
N.m |
47 |
56 |
69 |
78 |
88 |
|
Exciting force |
kN |
110-200 |
130-235 |
180-325 |
190-350 |
210-380 |
|
Empty vibration amplitude |
mm |
≥18 |
≥16 |
≥15 |
≥15 |
≥16 |
|
Empty LO current |
A |
≤35 |
≤40 |
≤50 |
≤60 |
≤70 |
|
The outer diameter of the body |
mm |
351 |
377 |
426 |
426 |
426 |
|
Body length |
mm |
≤2230 |
≤2465 |
≤2600 |
≤2750 |
≤2860 |
|
The total mass |
kg |
1000 |
1350 |
1800 |
1950 |
2200 |
Vibroflotation Description
Method of vibrating infusion (referred vibroflotation) is the use of in situ ground vibration system fast gravel pile reinforcing soft foundation approach. Since the Chinese use of this method of construction since the early seventies, civil construction range from a single progressive development of industrial building foundation treatment, dam treatment, thermal power plant based on the railway embankment and station, highway roadbed and field stations , station construction, port terminals, storage tanks and defense facilities of the airport runway.
Vibro single 30KW from the beginning, developed to 30KW, 45KW, 55 KW, 75KW, 100 KW, 130KW, 150KW, 180KW and other models complete specifications of products, can meet the basic construction almost ground under various conditions.
Construction depth for a few meters starting from the initial period of development to the present 20-30 meters.
Vibro Piles mechanism in the following areas:
1, metathesis.
2, vibratory compaction, compaction effect.
3, drainage decompression.
4, sand-based pre-shock effect.
Vibroflotation vibrator and foundation reinforcement Scope:
1, strengthening the relative density of less than 0.5 of loose sand foundation;
2, reinforcement liquefiable sand layer foundation;
3, improved soft clay and silt subsoil.