Undercarriage System

Sprockets are forged and induction-hardened for maximum strength and long wear life.
Track shoes are through-hardened for maximum life.
­Pins and bushings are precision-machined, induction-hardened, and sealed from
abrasives.
­Track links are forged from a special boron-steel alloy and deep induction-hardened.
­Front idlers are induction-hardened on the tread for a long life.
­Carrier rollers are induction-hardened.
­Track frames provide a solid working frame.
­Track rollers are forged from a boron-steel alloy and then through-hardened or
induction-hardened for long life.

ESSOS Series is Mud Drilling,DTH Water well Geo thermal drilling Micropiles Soil investigationsGround consolidations.
Engine Unit [ Cummins QSB4.5 Tier III]
- Aspiration : Turbocharged and Charge Air Cooled
- Fuel System : Bosch Electronic
- Emission Certifi cation : U.S.EPA Tier3,EU StageIII
- Horsepower : 130 BHP [97kW] @ 2,200 RPM
- Peak Torque : 459 lb-ft [622Nm] @ 1,500 RPM Mast
- Box frame using high strength steel (Tensile 760MPa, Yield 700MPa)
- Welding condition AWS D1-1
- V-Profi le power head sliding mechanism
- Dual leaf chain with safety wire rope or telescopic cylinder type
- Double Clamp(HI-ROKTM) equipped on Mast for angle drilling job
- Equipped with 3,000lb winch
- Power head stroke 12~14 feet
- Power head side shift to give 8� clearance
- Mast sliding stroke : 30�
- Pull back : 28,000 lb ~ 40,000lb
- Pull down : 17,000 lb ~ 28,000lb PowerHead
- Two Speed Power Head
- Strong and compact helical gears
- Separate Water Swivel easy maintenance
- Separate Float Cushion Sub
- Max Torque : 3,523lbf-ft~5,576lbf-ft
- Motor Speed : 20~122rpm
- Eaton VIS series Two Speed Motor.

Rigidity of a rectangular frame of the scene in the harshest environments. May even exert a strong force
[Tensile strength: 60 ~ 89kgf]

Specification
Digging Depth 66~82ft
Vertical wall Radious 26~31ft
Working Radious 35~43ft
Dumping Height 2~32ft
Permision Vertical Angle ¡¾10
Working Pressure 3,625psi
Working Pull Force 6,614~24,250lb
Max Pull Force 11,023~37,479lb
Weight 8,378~20,944lb
Push / Pull Speed 30~15sec
Clamshell Bucket 1.05~2.62yd3
Equipment Grade 20~25 Ton Grade

MAST
Box frame using high strength steel
(Tensile 760MPa, Yield 700MPa)
- Welding condition AWS D1-1
- V-Profi le power head sliding mechanism
- Dual leaf chain with safety wire rope or telescopic
cylinder type
- Double Clamp(HI-ROKTM) equipped on Mast for
angle drilling job
Equipped with 3,000lb winch

POWER HEAD
- Two Speed Power Head
- Strong and compact helical gears
- Separate Water Swivel easy maintenance
- Separate Float Cushion Sub
- Lubrication/Cooling System with Washable
- Lubrication Strainer
- Max Torque/Speed
3500psi [345bar] or
40GPM [151LPM]
- Eaton VIS series
Two Speed Motor,
325cc/rev

Rotational pressure steel pipe pile method is a method of twisting a steel pipe equipped with spiral blades by rotating them rather than hitting them and penetrating them into the ground.

Characteristics of rotary press-fit steel pipe pile construction
- Low-vibration low-noise: By rotating and press-fitting the stake, low-noise low-vibration was realized without generating impact when penetrating the ground.
- No soil: Because penetration is made by rotary press-fitting without using water and cement, no soil and sewage treatment is required and environmental load can be reduced.
High-quality support: Construction is done while measuring the rotational torque, so you can check the correlation with the ground, so you can build a high-quality and reliable foundation pile.
- High dust resistance: It has great deformation performance and excellent earthquake resistance because it is a steel pipe pile base.
Recycling: It is easy to extract antibodies by rotating them in reverse from the time of penetration, so it can be recycled. Therefore, it can also be used as a temporary pile.
- Single Air: It does not require pouring and curing of concrete or cement milk, so single air construction is possible compared to digging piles or landfill piles.
- Proximity construction: Pile construction is carried out without excavating the ground, so the ground around the pile is not loosened. Construction is possible with the effect of the foundation or buried pipe of the existing structure in proximity.
- Narrow space construction: Because there are few facilities used for piling, it is possible to construct a narrow area such as next to existing structures. It can also cope with sites with open space restrictions such as under elevated floors, under processing lines, and indoors