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Working Principle of Rotary Drilling Rigs: Torque-Driven Pile Formation Core

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Rotary drilling rigs are pile foundation machinery based on the principle of "rotary cutting - mechanical soil extraction". Their core workflow revolves around torque transmission and stratum interaction, with key components and power transmission paths directly determining geological adaptability:
  1. Power Output: The engine drives the power head through a hydraulic system, converting mechanical energy into torque (unit: kN·m) and rotational speed (unit: rpm). Torque is the core power to overcome stratum resistance, while rotational speed affects drilling efficiency;

  1. Torque Transmission: The power head transmits torque to the drill bit through the drill pipe. Drill pipes are divided into friction drill pipes (suitable for soft soil/medium-hard strata with a torque transmission efficiency of approximately 60%) and interlocking drill pipes (suitable for hard rock strata with a torque transmission efficiency of over 90%). Hard rock strata rely on high-efficiency interlocking drill pipes to avoid power loss;

  1. Cutting and Crushing: Drill bits are selected according to geological types (auger buckets, sand fishing buckets, cutter roller bits, etc.). They cut, extrude or crush the stratum through rotational torque — soft soil layers rely on "rotary excavation and soil discharge" of auger buckets, while hard rock layers rely on "torque crushing" of cutter roller bits;

  1. Soil Extraction and Pile Formation: The cut rock and soil are collected into the drill bit cavity, and the drill bit is lifted out of the hole through the hoisting mechanism to unload the soil. The cycle is repeated to complete pile formation. Throughout the process, torque must be accurately matched with stratum hardness and drill bit type to avoid "insufficient torque for rock breaking" or "excessive torque wasting energy consumption".

II. Core Logic of Torque Selection: Dual Drive of Geological Hardness and Engineering Requirements
The torque of a rotary drilling rig directly determines its "soil breaking capacity". Selection must be based on both geological survey reports and engineering design parameters. According to the Group Standard of China Mechanical Engineering Society (T/CMES 24014-2023), drilling rigs are classified into 5 levels by torque. In practical applications, geological hardness is the primary basis for torque matching — soft soil strata require "efficient soil discharge" and hard rock strata require "powerful cutting", with a difference in torque demand of up to more than 3 times.
III. Torque Selection Scheme by Geological Type
(1) Soft Soil Strata (Bearing Capacity ≤ 150kPa): Low-Torque High-Efficiency Type
Typical Geology: Silt, silty clay, silty sand/fine sand layers (particle size mm)
Core Requirement: Rapid soil discharge to avoid hole wall collapse
Adaptable Torque: 120-200kN·m (corresponding to Levels 1-2)
Recommended Models: Small and medium-sized drilling rigs such as XCMG XR120, Sany SR150
Matching Details:
  • For mid-rise building projects with pile diameter ≤ 1.2m and pile depth ≤ 30m, 150kN·m torque is sufficient. Equipped with ordinary auger buckets, the drilling speed can reach 1.2-3m/min;

  • For sand layers requiring mud wall protection, torque can be increased to 180-200kN·m, combined with double-layer casing technology to reduce collapse risk.

Taboo: Large-torque models are unnecessary, as "overcapacity" will increase fuel consumption by more than 30% (the daily fuel consumption of large drilling rigs is 50-80L higher than that of small and medium-sized ones).
(2) Medium-Hard Strata (Bearing Capacity 150-500kPa): Medium-Torque Universal Type
Typical Geology: Cobble layers (particle size 10cm), strongly weathered rock layers, dense sand
Core Requirement: Crushing and cutting, balancing efficiency and equipment protection
Adaptable Torque: 200-350kN·m (corresponding to Levels 2-3)
Recommended Models: Medium and large-sized drilling rigs such as XCMG XR280, Zoomlion ZR280
Matching Details:
  • For high-rise building projects with pile diameter 1.2-1.8m and pile depth 30-50m, 250-300kN·m torque is the optimal choice. Equipped with dense-tooth auger buckets, it can handle cobbles with particle size 8-10cm;

  • For strongly weathered rock layers, switch to "low rotational speed (10-20rpm), high torque" mode, control torque at 300-350kN·m, and use conical tooth cylindrical bits with a drilling speed of approximately 0.3-0.5m/min.

Key Tip: When containing a small amount of moderately weathered rock blocks, the "rotary drilling rig + percussion drill" combined operation can be adopted to avoid overload damage to a single device.
(3) Hard Strata (Bearing Capacity ≥ 500kPa): Large-Torque Breakthrough Type
Typical Geology: Moderately/lightly weathered rock layers, large cobbles (particle size ≥ 10cm), cemented gravel layers
Core Requirement: Powerful crushing to cope with high-resistance cutting
Adaptable Torque: 350-600kN·m (corresponding to Levels 4-5)
Recommended Models: Large-sized drilling rigs such as XCMG XR400, Sany SR360
Matching Details:
  • For super high-rise projects with pile diameter ≥ 1.8m and pile depth ≥ 50m, models with torque ≥ 400kN·m are required, equipped with interlocking drill pipes (40% higher torque transmission efficiency than friction drill pipes) and cutter roller bits;

  • When drilling moderately weathered rock layers, torque needs to be increased to 450-550kN·m. Lift the drill to check bit wear every 0.5m of drilling, and replace immediately if the tooth tip wear exceeds 10mm;

  • For extreme hard rock conditions (such as granite), extra-large drilling rigs with torque over 600kN·m can be selected, combined with hydraulic impact devices to improve crushing efficiency by 50%.

IV. Three-Dimensional Verification Principles for Selection
  1. Balance between Torque and Pile Diameter/Pile Depth: Torque must increase synchronously with pile diameter — for every 0.3m increase in pile diameter, torque is recommended to increase by 80-100kN·m; when pile depth exceeds 50m, due to drill pipe self-weight attenuation, 10%-15% torque redundancy should be reserved.

  1. Constraints of Site Conditions: For narrow sites (width ≤ 2.5m), select crawler-type low-torque drilling rigs (such as XR120); for soft foundation sites, select models with ground contact pressure ≤ 80kPa to avoid increased site reinforcement costs.

  1. Cost-Effectiveness Adaptation: For short-term projects (≤ 30 days), renting small-torque drilling rigs by day is more cost-effective; for long-term projects (≥ 60 days), selecting medium and large-sized drilling rigs by month can reduce costs by 20%-25%.

V. Practical Case: Torque Adaptation for Composite Geological Strata
The geological profile of a bridge project from top to bottom is: silty clay (3m) → medium sand layer (8m) → strongly weathered sandstone (12m) → moderately weathered sandstone (15m), with pile diameter 1.5m and pile depth 38m.
Selection Scheme: XCMG XR280 drilling rig with 320kN·m torque, equipped with friction drill pipes + combined drilling tools —
  • Soft soil layer: 180kN·m torque + auger bucket, drilling speed 2m/min;

  • Sand layer: 220kN·m torque + sand fishing bucket, mud specific gravity 1.25;

  • Strongly weathered sandstone: 300kN·m torque + conical tooth cylindrical drill;

  • Moderately weathered sandstone: 320kN·m torque + cutter bit, drilling speed 0.2m/min.

Implementation Effect: The single pile formation time is controlled within 7 hours, the equipment failure rate is less than 2%, and the efficiency is 40% higher than that of using 250kN·m models.


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