HEO Tower Crane NC III study materials
HEO Tower Crane NC III study resources

HEO Tower Crane NC III cheat sheet

HEO Tower Crane NC III · Keep the key ideas within reach.

Quick reference

Pre-operation Inspection, Rigging, and Site Preparation

  • Daily pre-use inspection covers wire rope (broken wires, kinks, bird-caging, corrosion), hook latch function, hook throat opening, sheave wear, brake function, limit switches, and the load moment/indicator system before any lift.

  • Wire rope discard rule (ISO 4309 / ASME B30.5 practice): replace when broken wires in a running rope exceed 10 in any 6d length or 5 in any 30d length for a single lay; 6×19 class ropes are more sensitive than 6×37 class.

  • Hook inspection limits: discard a hook with throat opening increased more than 15 percent, wear exceeding 10 percent of the original dimension, or any bend/twist exceeding 10 degrees from the plane of the unbent hook.

  • Rigging sling angle rule: tension = load / (number of legs × sin of angle from horizontal). Two-leg sling at 30 degrees carries 1.0 × load per leg; at 60 degrees it carries 0.58 × load per leg - never rig below 30 degrees from horizontal without engineered approval.

  • Working load limit (WLL) of a wire rope sling decreases with D/d ratio (sheave or pin diameter ÷ rope diameter); a choked hitch derates capacity by roughly 20 percent versus a vertical hitch.

  • Ground bearing check: outrigger/crane pad pressure = total load ÷ pad area. A crane with 60 t total ground load on four 1.5 m × 1.5 m mats gives about 6.7 t/m²; verify against the geotechnical allowable bearing pressure.

  • Site preparation items: level and compacted crane base, exclusion zone barricades, overhead power line clearance (minimum 3 m for lines up to 50 kV, increasing with voltage), drainage, and a documented lift plan for critical lifts.

  • Tag lines are used to control load rotation; personnel must never stand under a suspended load or between the load and a fixed structure.

Quick reference

Tower Crane Setup, Erection, and Dismantling Support

  • Foundation options: reinforced concrete pad, ballast block base, or anchor frame; the base must meet the manufacturer's specified concrete strength, level tolerance (typically 1/500 to 1/1000), and anchor bolt torque before erection.

  • Erection sequence: base/foundation check → mast section installation with pins and bolts torqued → slewing unit → cab → jib and counter-jib → counterweights and ballast → wiring and limit switch commissioning → load test and certification.

  • Mast verticality must be checked with a theodolite or plumb line; typical tolerance is 1/1000 of the height, and the maximum allowable deviation is specified in the manufacturer's manual (commonly 200–300 mm at the top).

  • Free-standing height is limited by the manufacturer; beyond that, the crane must be tied to the building with wall ties at specified intervals and heights, with tie forces calculated from the manual.

  • Climbing (jacking) operations require a climbing frame, a certified climbing crew, wind speed below the manufacturer's limit (commonly 10–13 m/s), and no personnel on the jib during the climb.

  • Counterweight and ballast must match the load chart configuration exactly; adding or removing ballast changes the load moment and invalidates the chart used for lifting.

  • Dismantling is the reverse of erection and is statistically more dangerous; it requires a dismantling plan, a mobile crane with a verified capacity chart, and a controlled exclusion zone.

  • After erection or climbing, the crane must be load-tested and inspected by a competent person, and the load moment limiter and all limit switches must be calibrated and function-tested before handover.

Quick reference

Safe Lifting Operations and Load Control

  • The load moment limiter (LML) compares actual load moment to the rated moment for the jib radius and stops hoisting/boom-out when the limit is reached; it must never be bypassed or defeated.

  • Slewing with a suspended load produces centrifugal and side-load forces; keep slewing speed low, keep the load below the jib, and avoid simultaneous travel, hoist, and slew unless the manufacturer permits it.

  • Wind limits: stop lifting when wind speed exceeds the manufacturer's figure (commonly 20 m/s for general lifts, lower for large sail-area loads); the allowable load chart must be reduced for wind area of the load.

  • Shock loading (sudden pick-up or snatching) can multiply the static load several times; always take up slack slowly and use a soft-start on the hoist.

  • Never lift people unless the crane is fitted with a certified personnel platform and the lift is authorized by a written risk assessment and permit.

  • Load control rules: keep the load within the rated radius, do not drag or side-pull, do not use the crane to pull stuck loads, and do not leave a suspended load unattended.

  • Two-blocking protection prevents the hook block from contacting the jib tip; the anti-two-block device must be tested before every shift and the hoist limit switch must stop the hoist before contact.

  • Tag line operators stay outside the fall zone and guide the load without touching it; the signaler and operator maintain line of sight or radio contact throughout the lift.

Quick reference

Signals, Communication, and Team Coordination

  • Standard hand signals (ISO 16715 / ASME B30.5) must be used when radio fails: hoist (arm up, forefinger circling), lower (arm down), stop (arm extended, palm down), emergency stop (both arms raised), slew left/right (arm extended pointing).

  • One designated signaler per crane; only that person gives signals, except that anyone may give an emergency stop signal at any time.

  • Radio communication protocol: identify crane and station, use clear short phrases, acknowledge each command, and confirm the load is clear before slewing or travelling.

  • Blind lifts require a signaler at the load position and a second signaler or relay when the operator cannot see the load; the plan must state who signals and on which channel.

  • Before the lift, the team briefs the lift plan: load weight, radius, rigging, path, destination, exclusion zone, and emergency stop procedure.

  • Standard colors and markings: red = danger/stop, yellow = caution, green = safe; crane and rigging inspection tags (green = passed, red = out of service) must be visible.

  • Loss of communication means stop: the operator holds the load, does not move until contact is re-established or the load is safely landed under a pre-agreed procedure.

  • Signaler and rigger must be trained and competent; the operator must be able to see the signaler or maintain radio contact at all times.

Quick reference

Load Charts, Lifting Plans, and Capacity Calculations

  • Rated capacity = the lesser of the load chart value for the working radius and the structural/rigging limit; the chart value already includes the hook block, slings, and any lifting beam weight unless stated otherwise.

  • Working radius is measured horizontally from the slewing center to the centerline of the hook; increasing radius reduces capacity approximately with the inverse of the moment arm.

  • Load moment (t·m) = load (t) × radius (m). The crane's rated moment is fixed for a given configuration; the LML uses this to prevent overload.

  • Example: a crane rated at 100 t·m with a 20 m radius can lift 5 t gross; deduct the hook block and rigging (say 0.6 t) to get about 4.4 t net payload.

  • Duty/configuration factors: load charts are specific to jib length, counterweight, ballast, outrigger spread, and free-standing or tied condition - never interpolate between charts.

  • Lifting plan contents: load weight and center of gravity, rigging and sling angles, crane position and radius, ground bearing, path and destination, wind limit, personnel roles, and emergency procedures.

  • Critical lifts (over 75 percent of chart capacity, tandem lifts, loads over occupied areas, or unusual rigging) require an engineered lift plan and a competent-person review.

  • Percent capacity = (gross load ÷ rated capacity at radius) × 100; keep normal lifts at or below 75 percent, and never exceed 100 percent.

Quick reference

Occupational Safety, Health, and Environmental Regulations

  • Hierarchy of controls: elimination, substitution, engineering controls, administrative controls, and PPE - PPE is the last line of defense.

  • Employer duties typically include a written risk assessment, safe system of work, competent persons, training records, and maintenance of lifting equipment with periodic thorough examination (commonly every 6 or 12 months depending on the equipment and jurisdiction).

  • Crane operator certification and medical fitness are required; operators must not work under the influence of alcohol, drugs, or fatigue.

  • PPE for tower crane work: hard hat with chin strap, safety harness with lanyard for climbing and working at height, safety boots, gloves, high-visibility clothing, and eye protection.

  • Environmental controls: prevent hydraulic oil and fuel spills with drip trays and bunding, manage noise and dust, and dispose of waste oil and contaminated rags through licensed contractors.

  • Emergency procedures: rescue plan for a person stranded at height, fire extinguisher on the crane cab, first-aid arrangements, and a means of communication with the ground.

  • Incident reporting: report near misses, dropped loads, and equipment damage; preserve the scene and do not return the crane to service until inspected by a competent person.

  • Permit-to-work and lockout/tagout (LOTO) apply to maintenance and repair; energy sources (electric, hydraulic, gravitational) must be isolated and verified before work.

Quick reference

Basic Maintenance, Troubleshooting, and Shutdown Procedures

  • Daily checks: wire rope, hook, brakes, limit switches, LML, anti-two-block, lights, horn, and fluid levels; record results in the inspection log.

  • Lubrication schedule follows the manufacturer's manual: wire rope, slewing ring, mast bolts, and sheave bearings at specified intervals; over-lubrication of brakes is a common cause of failure.

  • Torque checks on mast bolts and slew ring bolts are critical; loose bolts can lead to mast collapse - re-torque to the specified value and record it.

  • Brake adjustment: the hoist brake must hold the rated load without slip; test the brake by lifting a test load slightly and holding it, checking for drift.

  • Troubleshooting guide: no hoist response → check power supply, emergency stop, limit switch, and contactor; slow hoist → check hydraulic pressure or motor overload; LML alarm → reduce radius or load, never bypass.

  • Shutdown procedure: land and secure the load, park the jib in the manufacturer's specified free-slew or park position, apply slewing brake, switch off power, lock the cab, and record the shutdown in the log.

  • Out-of-service conditions: any safety device failure, structural crack, wire rope beyond discard criteria, or brake failure requires the crane to be tagged out and reported.

  • Maintenance records must be retained and made available for inspection; periodic thorough examination is separate from daily pre-use checks.