HomeNews → Overall design of 10-ton bridge crane

Overall design of 10-ton bridge crane

1. Introduction

As the core equipment for modern industrial material handling, bridge cranes play an irreplaceable role in factories, warehouses, material yards and other occasions. The 10-ton bridge crane designed this time aims to achieve the goal of minimizing costs, rationalizing layout and modernizing functions through optimized design, in view of the current situation of relatively backward domestic crane technology and aging equipment. Many bridge cranes currently used in my country are still copied based on backward foreign technology. Some equipment is even products from the 1970s and 1980s, which are difficult to meet the needs of modern industry in terms of quality and function. This design will combine modern design concepts and computer-aided technology to develop a 10-ton bridge crane with stable performance and high work efficiency.

The bridge crane is mainly composed of a bridge structure, a lifting mechanism, a running mechanism and an electrical control system. It can operate in a rectangular site and above it, making full use of the spatial position without being hindered by ground equipment. This design will fully consider the coordination and optimization of these key components to ensure that the crane can operate safely and reliably under various working conditions. Compared with traditional cranes, this design pays special attention to the introduction of innovative design elements and the application of computer-aided design methods, striving to improve design efficiency while ensuring performance.

HD 10 Ton single girder overhead crane

2. Design parameters and technical indicators

Based on the actual needs of industrial production and comparative analysis of multiple references, the main technical parameters of this 10-ton bridge crane are determined as follows:

Basic parameters:

  • Rated lifting capacity: 10 tons (main hook)
  • Working level: A5 (equivalent to intermediate work type)
  • Bridge span: 22.5 meters (can be adjusted according to the actual factory)
  • Lifting height: 12 meters (meet the needs of most industrial occasions)

Speed parameters:

  • Main lifting speed: 10m/min (balance efficiency and accuracy)
  • Trolley running speed: 40m/min (to ensure lateral movement efficiency)
  • Trolley running speed: 43.8m/min (full frequency conversion speed regulation, Smooth start and brake)

Structural parameters:

  • Main beam form: box-shaped double beam structure (optimized force distribution)
  • End beam connection: high-strength bolt + welding mixed connection
  • Total weight of bridge: about 168KN (including trolley weight)
  • Trolley deadweight: about 40KN (lightweight design)
  • Working environment requirements:
  • Power supply: 380V three-phase AC, 50Hz
  • Working temperature: -20℃~+40℃
  • Relative humidity: ≤85% (avoid condensation)
  • Altitude: ≤1000 meters (special environment needs to adjust the design)

The establishment of these parameters refers to the data of graduation design and engineering practice of many universities, which not only ensures the safety and reliability of the equipment, but also takes into account the economy and practicality. In particular, the working level is selected as A5, which is suitable for medium-frequency use occasions in places such as machining workshops, assembly workshops and warehouses, and can meet the material handling needs of most industrial enterprises. The setting of speed parameters strikes a balance between production efficiency and operation accuracy, avoiding excessive load swing due to excessive speed, affecting positioning accuracy and operation safety.

3. Overall structural design

The overall structural design of the bridge crane is the core of the project, which requires comprehensive consideration of many factors such as force characteristics, material selection, manufacturing process and cost control. This design adopts a box-shaped double-beam bridge structure, which is composed of two box-shaped main beams and two transverse end beams. The double-beam bridge frame runs on the bridge frame, which can lift and horizontally transport various objects. This structural form has the characteristics of high rigidity, high strength and good stability, and is particularly suitable for the working conditions of 10-ton cranes.

3.1 Bridge design

As the main load-bearing structure of the crane, the design quality of the bridge frame directly affects the performance and service life of the whole machine. The bridge frame of this design adopts a regular box-shaped double-beam layout, which is mainly composed of main beams, end beams, walkways and railings.

Main beam design:

  • Sectional form: optimized box section (wide flange, high web)
  • Main dimensions: height about 800mm, width about 500mm (need to be determined by detailed calculation)
  • Plate thickness: upper cover plate 12mm, lower cover plate 10mm, web 8mm (stress concentration area reinforcement)
  • Internal structure: transverse stiffening ribs are set every 1.5m to improve local stability
  • Arm setting: prefabricated L/1000 upper arm to compensate for load deflection

End beam design:

  • Structural form: box-section welded structure
  • Connection method: high-strength bolts connect the main beam for easy transportation and installation
  • Buffer device: polyurethane buffers are installed at both ends to absorb collision energy
  • Wheel arrangement: angular bearing box assembly, double-rim wheels, anti-derailment design

Dynamic stiffness issues are specially considered in the bridge design. The cross-sectional dimensions of the main beam are optimized through finite element analysis to ensure that the static deflection at the mid-span under rated load does not exceed L/700, and does not exceed L/500 under dynamic load, ensuring running stability and positioning accuracy. At the same time, the bridge adopts a modular design concept, which is convenient for manufacturing, transportation and on-site installation, reducing the overall cost.

3.2 Detailed design of the main beam structure

The main beam is the most important load-bearing component of the bridge crane, and its design calculation must comply with relevant standards such as GB/T3811-2008 “Crane Design Specifications”. The main beam of this design adopts a skewed box beam structure, and the track is arranged on the side of the upper flange of the main beam, rather than the center.

Main beam stress analysis:

  • Vertical load: deadweight load + lifting load (considering dynamic load coefficient φ2=1.1~1.3)
  • Horizontal load: inertia load + lateral force of deflection operation (usually 10% of vertical load)
  • Dynamic effect: considering lifting impact coefficient φ1=1.0~1.1 and operation impact coefficient φ4=1.1~1.3

Key points of strength calculation:

  • Mid-span section: verify normal stress, shear stress and composite stress
  • Support section: focus on verifying shear stress and local compressive stress
  • Stability verification: overall stability (box section usually meets) and local stability (stiffening rib arrangement)

Key points of stiffness calculation:

  • Vertical static stiffness: mid-span deflection under rated load ≤L/700
  • Dynamic stiffness: consider vibration frequency to avoid common interference frequencies
  • Horizontal stiffness: control horizontal displacement to avoid track jamming

The main beam manufacturing process adopts segmented welding method, each segment is about 6-8 meters long, which is convenient for transportation and on-site assembly. The welding joint adopts K-type groove to ensure full penetration. After welding, the whole annealing treatment is required to eliminate welding stress, and non-destructive testing (UT+RT) is performed to ensure the quality of the weld. The camber is achieved by prefabricated curve cutting, avoiding the use of forced deformation methods such as flame correction.

3.3 End beam and connection design

As an important part of the bridge frame, the end beam is responsible for transferring loads, connecting the main beam and installing the trolley running mechanism. This design adopts a separated end beam structure, and each end beam is connected to the end of the main beam through high-strength bolts.

Key features of the end beam:

  • Box-shaped welded structure, with longitudinal stiffening ribs and transverse partitions inside
  • The wheel set is forged with 45# steel, quenched and tempered, with a hardness of HB240-280
  • Spherical roller bearings are used for the bearings, with an automatic self-aligning capacity of 3°, which can adapt to the track installation error
  • Buffer collision surfaces and maintenance platforms are set at both ends of the end beam

Key points of connection design:

  • Main-end beam connection: M24 high-strength bolts (grade 10.9) friction type connection are used, and the contact surface is sandblasted
  • Walkway connection: light patterned steel plate + steel frame, bolt connection is easy to disassemble
  • Accessory installation: railings, cable carriages, etc. adopt quick disassembly and assembly structures

The correction mechanism is specially considered in the design of the end beam. By adjusting the wheel tread taper or using eccentric sleeves, the occurrence of the crane “biting the rail” phenomenon is prevented. At the same time, horizontal guide wheels are set on the end beam, which are mandatory when the crane span is ≥16.5m to reduce the impact of horizontal lateral forces generated during operation.

4. Mechanism design and calculation

The mechanism design of the bridge crane directly affects the working performance and reliability of the equipment. This 10-ton bridge crane mainly includes three major mechanisms: lifting mechanism, trolley running mechanism and trolley running mechanism. Each mechanism needs to be independently designed and calculated according to the working characteristics, while considering the coordination and cooperation between each other.

4.1 Lifting mechanism design

The lifting mechanism is the core component of the crane, responsible for the vertical lifting and lowering of the load. This design adopts a single drum and single motor drive solution, and is equipped with a double braking system to ensure safety.

Main components:

  • Drive motor: YZP series metallurgical frequency conversion motor, power 15kW, S3-40% duty
  • Reducer: ZQ type hardened gear reducer, transmission ratio about 40, with heat dissipation ribs
  • Reel: welded structure, diameter Φ400mm, length 1200mm, spiral groove rope groove
  • Brake: two sets of YWZ5-400/121 electric hydraulic brakes, independently controlled
  • Wire rope: 6×37+FC-13mm, nominal tensile strength 1770MPa
  • Hook set: 10-ton forged hook (DIN standard), with thrust shaft Flexible bearing rotation

Main points for calculation of lifting mechanism:

  • Safety factor of wire rope verification: n=S×a/F0≥5 (actual calculation reaches 5.6)
  • Drum strength verification: wall thickness δ≥0.02D+(6~10)mm=14mm (take 16mm)
  • Motor power calculation: P=(Q+q)v/(6120η)=12.8kW (select 15kW with margin)
  • Braking safety factor: actual braking torque/rated torque ≥1.75 (double braking reaches 2.3)

The lifting mechanism is arranged on the trolley frame, adopts parallel shaft transmission, and has a compact structure. In order to adapt to different working conditions, the lifting mechanism is equipped with a variable frequency speed regulation system with a speed adjustment range of 1:10, which can achieve precise positioning (±5mm). At the same time, multiple safety protection devices are set, including the upper limit position limiter, overload limiter and emergency power-off device.

4.2 Design of trolley running mechanism

The trolley running mechanism realizes the horizontal movement of the hoisted object along the main beam direction. This design adopts a centralized drive mode, and the wheels on both sides are synchronized through the transmission shaft.

Composition of the trolley running mechanism:

  • Drive motor: YZR132M2-6, 3.7kW, JC25%, frequency conversion control
  • Reducer: ZSC400 reducer, transmission ratio 22.4, output shaft sleeved on the wheel axle
  • Wheel set: double rim wheel, diameter Φ320mm, 45# steel quenching treatment
  • Brake: YWZ5-200/25 electric hydraulic brake, braking torque 200N·m
  • Safety device: buffer, limit switch, anti-derailment protection device

Key points of trolley operation calculation:

  • Operation resistance calculation: F=(Q+G)(ωd+μr/D/2)=2.1kN
  • Motor power verification: P=Fv/6120η=2.8kW (select 3.7kW with margin)
  • Start time verification: tq=1.5s (meets the standard requirement of 1~3s)
  • Slip verification: Adhesion/driving force ≥1.1~1.2 (actual 1.25 meets the requirements)

The trolley frame adopts a steel plate welded structure with an inspection platform and guardrails. The wheel layout adopts a four-corner eight-wheel form (balance beam structure), which can ensure safe operation even if one wheel on one side fails. The trolley track uses QU70 crane special rails, which are fixed to the upper flange of the main beam through a pressure plate, and the joints are polished and smooth to ensure the smooth passage of the trolley.

4.3 Design of trolley running mechanism

The trolley running mechanism drives the entire crane to move longitudinally along the factory track. This design adopts a four-corner drive mode (all-wheel drive), and the two wheels on each end beam are active wheels.

Composition of trolley running mechanism:

  • Drive motor: 4 YZR160L-6, each 7.5kW, JC25%, frequency conversion control
  • Reducer: ZQ350 reducer, transmission ratio 23.34, with brake disc connection
  • Wheel set: double rim wheel, diameter Φ500mm, ZG55MnMo casting
  • Brake: 4 sets of YWZ5-315/90 electric hydraulic brakes
  • Safety devices: sound and light alarm, buffer, limit switch, windproof device

Main points of trolley operation calculation:

  • Operation resistance calculation: F= (Q+G0)(ω+μd/2)=9.8kN
  • Motor power verification: P=9.8×43.8/6120/0.9/4=1.95kW (7.5kW for each unit considering wind resistance, etc.)
  • Starting time verification: tq=4.8s (4-6s allowed for large cranes)
  • Slip verification: Adhesion/driving force ≥1.2 (actual 1.35 is satisfied)

The trolley running mechanism adopts an independent drive unit design. Each drive unit includes a motor, brake, reducer and wheel set, which is easy to maintain and replace. Considering the “three-legged” phenomenon that may occur in a span of 22.5m, the compensation capacity of the flexible fulcrum is specially strengthened during the design, and the load of each wheel set is automatically adjusted through the articulated balance beam structure. At the same time, the trolley running mechanism is equipped with a correction system, which automatically alarms and adjusts when the two sides are out of sync by more than 200mm to prevent damage to the bridge frame.

5. Electrical control system design

The electrical control system of modern bridge cranes is not only related to the basic operating functions of the equipment, but also directly affects the operating performance, energy efficiency level and safety and reliability. This 10-ton bridge crane adopts a full frequency conversion speed control system to achieve smooth start-up, precise speed regulation and reliable braking of each mechanism.

5.1 Main circuit design

The main circuit provides power for the motors of each mechanism and is equipped with complete protection functions.

Main circuit configuration:

  • Total power supply: AC380V three-phase four-wire, 50Hz, main isolating switch + circuit breaker
  • Lifting mechanism: inverter 45kW (overload capacity 150% 60s)
  • Trolley operation: inverter 7.5kW (one-to-one control)
  • Cart operation: 4 inverters 11kW (one-to-one control)
  • Protection device: overcurrent, short circuit, phase loss, grounding, overtemperature and other protections

Circuit features:

  • The lifting mechanism adopts a combination of energy consumption braking + regenerative braking to stop quickly without hook slipping
  • The four motors of the trolley adopt a master-slave control strategy to ensure synchronization accuracy of ±2%
  • All inverters are equipped with EMC filters to reduce harmonic interference
  • The emergency power-off circuit is independent of the control system and directly cuts off the main power supply

5.2 Control and safety system

The control system adopts PLC + touch screen architecture to achieve intelligent operation and status monitoring.

Control function module:

  • Main control unit: Siemens S7-1200 PLC, handles all logic control
  • HMI interface: 7-inch color touch screen, displays load, status, fault information
  • Operation mode: master-slave dual remote controller (ground + driver’s cab) + emergency local control
  • Safety circuit: zero protection, overcurrent protection, limit protection, door interlock, etc.

Key safety devices:

  • Lifting height limiter (double protection: normal + emergency)
  • Overload limiter (dynamic monitoring, 105% alarm, 110% power off)
  • Travel limit switch (double limit at each end of the trolley and car)
  • Anti-collision system (optional, based on laser or radio ranging)
  • Wind speed alarm (automatically alarm and limit operation when wind speed ≥20m/s)

5.3 Selection and layout of electrical components

The selection of electrical components follows the principle of reliability first, and mainly uses Schneider, Siemens and other brand products.

List of main components:

  • Inverter: ABB ACS880 series, with brake unit
  • Contactor: LC1D series, AC-4 use category
  • Circuit breaker: NSX series, with thermal magnetic release
  • Cable: Class C flexible cable for cranes, oil-resistant and wear-resistant

Electrical layout:

  • Main distribution box: installed on the inside of the bridge platform, protection level IP54
  • Trolley electrical cabinet: placed on the side of the trolley frame for easy maintenance
  • Wiring method: quick plug connection, easy to assemble after segmented transportation
  • Bus system: safe busbar power supply, three-phase four-wire system

Special attention is paid to electromagnetic compatibility (EMC) design in the control system design. All cables are shielded cables, and reactors are installed on the inverter output to effectively suppress high-frequency interference. At the same time, the system reserves an Internet of Things interface, which can be connected to the factory equipment management system to achieve remote monitoring and preventive maintenance.

6. Safety protection and humanized design

The safety performance of bridge cranes is directly related to the safety of operators and equipment. At the same time, humanized design can significantly improve the use efficiency and operating comfort. The design of this 10-ton bridge crane strictly follows the standards and specifications such as GB6067-2010 “Safety Regulations for Hoisting Machinery” to build a multi-level safety protection system.

6.1 Mechanical safety design

Mechanical safety is the basis of crane safety, and intrinsic safety is achieved through structural design and safety devices.

Structural safety measures:

  • The main beam adopts the equal strength design concept to avoid local stress concentration
  • Anti-tipping safety hooks are set to prevent the trolley from derailing and falling in extreme cases
  • Dual braking system design (working brake + safety brake), real-time brake monitoring
  • The hook is equipped with an anti-rope device to prevent accidental load shedding
  • All rotating parts are equipped with protective covers to prevent mechanical damage

Key safety components:

  • Wire rope: 6×37+FC high-toughness wire rope is selected, safety factor ≥5
  • Hook group: 10-ton forged hook, opening deformation ≤0.25% scrapped
  • Pulley group: cast iron pulley, diameter ≥20 times the wire rope diameter
  • Buffer: polyurethane buffer, absorbing kinetic energy ≥50% rated collision energy

6.2 Electrical safety design

The electrical safety system ensures that the crane can be safely shut down under various abnormal conditions.

Electrical safety measures:

  • Emergency stop system: hard-wired circuit independent of PLC, mushroom-head buttons are arranged at multiple points
  • Phase sequence protection: prevent the reverse operation of the mechanism caused by power supply reversal
  • Undervoltage protection: manual reset is required to operate after power is restored after interruption
  • Overload protection: electronic thermal relays or motor protectors and other devices monitor and control the current of the equipment. Once the current exceeds the preset safety range, the protection mechanism will be triggered immediately to cut off or reduce the load current to prevent the motor or other electrical components from overheating due to overload, thereby avoiding the risk of potential fire or damage to the equipment.
  • Short circuit protection: achieved through fuses or circuit breakers. When a short circuit occurs in the circuit, the abnormal current can be detected in a very short time, and the short circuit current can be effectively prevented from damaging the equipment and system by melting its own fuse or quickly disconnecting, ensuring the stability and safety of the electrical system.

Undervoltage protection: when the voltage of the crane power supply drops to the preset critical value, the undervoltage protection device will respond immediately, by cutting off the contactor or relay coil circuit, etc., to prevent the equipment from being unstable or even shutting down due to insufficient voltage, and at the same time avoid the reduction or damage of the life of electrical components due to low voltage operation.

  Contact our crane specialists


Send us a message and we will get back to you as soon as possible.

    Send Your Needs