Xgh100 Sand Compaction Pile Machine for Ground Improvement

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                Xgh100 Sand Compaction Pile Machine for Ground Improvement
             supplier

Xgh100 Sand Compaction Pile Machine for Ground Improvement image

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Basic Info.

Model NO.
XGH100

Transport Package
Nude

Specification
11*2.95.3.08 mm

Trademark
Oriemac

Origin
Jiangsu, China

Production Capacity
1000PCS/Year

Product Description

Xgh100 Sand Compaction Pile Machine for Ground Improvement
 
Product Description

Items Unit Data
Ramming ability t.m 105
Permissible rammer weight t 7
Max.fall distance m 15
Boom length m 13~19
Operation angle ° 75.3~78.4
Working Radius m 6~7
Ground contact length mm 4000
Track mm 3200
Track shoe width mm 700
Hoist rope diam mm 26
Parts of line for hoist rope   1
Hoisting speed with full load m/min 0~30
Luffing rope diam mm 18
Parts of line for luffing rope   5
Luffing speed m/min 50
Slewing speed r/min 0~2
Travel speed km/h 0~1.35
Grade-ability % 40
Engine output power kW 85
Total vehicle mass weight (19m boom) t 28
Weight of counterweight t 6
Weight of basic machine t 26
Basic machine dimension(L*W*H) m 11*2.95.3.08
Ground Pressure MPa 0.049

Product Pictures

Dynamic compaction is a method that is used to increase the density of the soil when certain subsurface constraints make other methods inappropriate. It is a method that is used to increase the density of soil deposits. The process involves dropping a heavy weight repeatedly on the ground at regularly spaced intervals. The weight and the height determine the amount of compaction that would occur. The weight that is used, depends on the degree of compaction desired and is between 8 tonne to 36 tonne. The height varies from 1m to 30m.

Dynamic compaction is a ground improvement technique that densifies soils and fill materials by using a drop weight. The drop weight, typically steel, is lifted by a crane and repeatedly dropped onto the ground surface. Vibrations transmitted below the surface improve soils at depth. The drop locations are typically located on a grid pattern, the spacing of which is determined by the subsurface conditions and foundation loading and geometry. 

Treated granular soils and fills have increased density, friction angle, and stiffness. In shallow karst geologies, dynamic compaction has been used to collapse voids prior to construction to reduce sinkhole potential. It has also been used to compact construction debris and urban fill as well as sanitary landfills prior to construction of parking lots, roadways, and embankments. The removal of compressible, contaminated fills can sometimes be avoided.

Capable of compacting a wide variety of weak soils
Treated granular soils and fills have increased density, friction angle, and stiffness
Can improve soil conditions on marginal sites to extent that shallow foundations can be used without deep excavation or piling
Removal of compressible, contaminated fills can sometimes be avoided

Company Information

 

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