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1.2m-2.6m Dia Bored Pile Foundation Casing Rotator 750 mm Pulling Stroke

Place of Origin Jiangsu, China
Brand Name TYSIM
Certification ISO9001:2008
Model Number KTR2605H
Minimum Order Quantity 1 set
Price Negotiation
Packaging Details Nude Packing
Delivery Time 30-45 days
Payment Terms D/A, L/C, T/T
Supply Ability 10 sets/month
Product Details
Product Name Casing Rotator Diameter Of Drill Hole 1200-2600mm
Rotary Torque 5292/3127/1766 KN.m Instantaneous 6174 KN.m Rotary Speed 0.6/1.0/1.8 Rpm
Lower Pressure Of Sleeve Max. 830 KN + Dead Weight 350 KN Pulling Force Of Sleeve 3800 KN, Instantaneous 4340 KN
Pressure- Pulling Stroke 750 Mm Weight 56 Ton
Engine Model Cummins QSX15-500 Engine Power 367/2100 Kw/rpm
Fuel Consumption Of Engine 213 G/kwh( Max. Power Rate) Control Mode Wired Remote Control
Weight Of Hydraulic Power Pack 12 Ton
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Product Description

Casing Rotator KTR2605H


It has the caliber change device.


The convenient caliber change makes the equipment adapt to various requirements of caliber change.


It also has the auxiliary clampling device.


The auxiliary clampling device can better ensure the verticality of casing, and additionally compensate for the problem of low crane capacity of the equipped crane during deep excavation.



1. Specifications


Technical parameters
Drilling Diameter 1200-2600 mm

5292/3127/1766 kN.m

Instantaneous 6174

Rotary speed 0.6/1.0/1.8
Lower Pressure of sleeve Max. 830kN+Dead Weight 350 kN
Pulling fore of sleeve 3800kN, Instantaneous 4340 kN
Pressure pulling stroke 750 mm
Weight 56 ton



Parameters of Hydraulic power station
Engine Model Cummins QSX15-500
Engine Power 367/2100 kw/rpm
Fuel Consumption of Engine 213 g/kwh( Max. power rate)
Weight 12 ton
Control Mode Wired remote control


2. Description

Use for different types construction:


(1) Foundation pile, continuous wall

Foundation piles for high-speed rail, road and bridge and house building;

Articulation pile constructions which are required to be excavated, such as subway platforms, underground architectures, continuous walls.

Water retaining wall of reservoir reinforcement.


(2)Drilling gravels, boulders and karst caves

It is allowable to conduct the foundation pile construction at mountain lands with gravel and boulder formations.

It is allowable to conduct operation and cast the foundation piles at the thick quicksand formation and necking down stratum or the filling layer.

Conduct rock-socketed drilling to the rock stratum, cast the foundation pile.


(3) Clear the underground obstructions

During the urban construction and bridge rebuilding, the obstructions such as the steel reinforced concrete pile, steel pipe pile, H steel pile, pc pile and wood pile can be cleared directly, and cast the foundation pile on the spot.


(4) Cut the rock stratum

Conduct the rock-socketed drilling to the cast-in-place piles.

Drill through-holes on the rock bed(shafts and ventilation holes).


(5) Deep excavation

Conduct the in-place casting or steel pipe pile inserting for the deep foundation improvement.

Excavate deep wells for construction use in the constructions of reservoir and tunnel.



3.Competitive Advantage


(1) No noise, no vibration, and high safety.


(2) Without mud, clean working surface, good environmental friendliness, avoiding the possibility for mud to enter the concrete, high pile quality, enhancing the bond stress of concrete to the steel bar;


(3) During construction drilling, the characteristics of stratum and rock can be directly distinguished;


(4) The drilling speed is fast and reaches about 14m/h for the general soil layer;


(5) The drilling depth is large and reaches about 80m according to the situation of soil layer;


(6) The hole forming verticality is easy to master, which can be accurate to 1/500;


(7) No hole collapse will be caused, and the hole forming quality is high;


(8) The hole forming diameter is standard, with little filling factor. Being compared with other hole forming methods, it can save a lot of concrete usage;


(9) The hole clearing is thorough and fast. The drilling mud at the hole bottom can be clear to about 3.0cm.


 1.2m-2.6m Dia Bored Pile Foundation Casing Rotator 750 mm Pulling Stroke 0

1.2m-2.6m Dia Bored Pile Foundation Casing Rotator 750 mm Pulling Stroke 1

Company Information

1.2m-2.6m Dia Bored Pile Foundation Casing Rotator 750 mm Pulling Stroke 2


1.2m-2.6m Dia Bored Pile Foundation Casing Rotator 750 mm Pulling Stroke 3

1.2m-2.6m Dia Bored Pile Foundation Casing Rotator 750 mm Pulling Stroke 41.2m-2.6m Dia Bored Pile Foundation Casing Rotator 750 mm Pulling Stroke 5

Q1: What's your service ?
We can offer professional technical support and good after-sale service to you.
Modification methods will be different according to different models and configurations of your owned excavators.
Before modifying, you need to provide configuration, mechanical and hydraulic joints and others.
Before modifying, you need to confirm technical specification.

Q2:Why Choose Us?
1. We are the professional & trustworthy manufacturer of piling machinery in China, best quality & best service.
2. Supply professional customized service to meet all your requirements.
3. Our rotary drilling rigs have been sold to more than 20 countries, such as Russia, Australia, Thailand, Zambia and others.
4. Competitive price.
How to Contact Us?
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