Engineering Review: Robotic MIG 6-Axis Collaborative Welder – Warsaw, Poland

In this article
- Field Report: Deployment of 6-Axis Collaborative Welder Systems in Warsaw Heavy Fabrication
- 1. Project Overview and Site Context
- 2. Technical Specifications of the 6-Axis Collaborative Welder
- 3. Implementing Automated Welding in a Brownfield Environment
- 4. Challenges in Thick Plate Steel Welding
- 5. Synergy Between Human Expertise and 6-Axis Automation
- 6. Lessons Learned from the Warsaw Field Deployment
- 7. Conclusion and Future Outlook
Field Report: Deployment of 6-Axis Collaborative Welder Systems in Warsaw Heavy Fabrication
1. Project Overview and Site Context
This report details the field integration of a 6-Axis Collaborative Welder at a mid-to-heavy structural steel facility located in the industrial outskirts of Warsaw, Poland. The facility’s primary output involves high-tolerance frames for construction machinery, which necessitates a transition from purely manual operations to Automated Welding to meet increasing throughput requirements and mitigate the local shortage of certified high-pressure welders.
The core challenge at the Warsaw site was the requirement for Thick Plate Steel welding on S355JR grade material, ranging from 12mm to 25mm in thickness. Historically, these sections required extensive manual multi-pass procedures, leading to operator fatigue and variance in weld quality. The introduction of the 6-axis collaborative system was designed to stabilize the root and fill passes while maintaining the flexibility of a human-centric workshop.
2. Technical Specifications of the 6-Axis Collaborative Welder
The hardware deployed is a high-payload collaborative robot arm integrated with a synergic MIG/MAG power source. Unlike traditional industrial robots, this 6-Axis Collaborative Welder operates without the need for extensive safety fencing, utilizing force-torque sensors at each joint to detect collisions. This is critical in the Warsaw workshop, where floor space is optimized and human operators must frequently move around the workpiece for fit-up and inspection.
2.1 Kinematics and Torch Orientation
The six degrees of freedom allow the torch to maintain a precise work angle and travel angle even when navigating complex geometries, such as the intersection of heavy C-channels and base plates. In Automated Welding, the ability to manipulate the Tool Center Point (TCP) with a high degree of repeatability (±0.05mm) ensures that the arc remains centered in the joint preparation, which is a common failure point in 4-axis or 5-axis systems.
3. Implementing Automated Welding in a Brownfield Environment
The synergy between the 6-Axis Collaborative Welder and the broader Automated Welding strategy revolves around the “Lead-Through” programming method. In Warsaw, we trained veteran manual welders to program the robot. Instead of writing code, the welder physically moves the arm to the start and end points of the weld. This captures the “craft” of the welder—specifically the torch angles required for deep penetration—while delegating the execution to the machine.

3.1 Workflow Integration
We established a dual-station cell. Station A is for fit-up and tacking, while Station B is where the 6-Axis Collaborative Welder performs the long-seam Thick Plate Steel welding. This allows for a continuous arc-on time. In our preliminary data, we observed a 40% increase in duty cycle compared to manual MIG/MAG, as the machine does not require pauses for repositioning or shield-gas cooling.
4. Challenges in Thick Plate Steel Welding
Thick Plate Steel welding presents unique thermal and metallurgical challenges that are often underestimated in robotic transitions. When dealing with 20mm plate, heat dissipation is rapid, and the risk of “cold start” defects is high. Our implementation in Warsaw utilized a multi-pass strategy: a root pass, four fill passes, and two cap passes.
4.1 Multi-Pass Strategy and Thermal Management
To ensure structural integrity, the Automated Welding parameters were tuned for high-deposition rates using 1.2mm G4Si1 wire. We programmed the 6-axis system to perform a slight weave on the fill passes to ensure sidewall fusion. One lesson learned on the Warsaw floor was the necessity of monitoring interpass temperatures. Because the 6-Axis Collaborative Welder does not tire, it can easily exceed the maximum interpass temperature of 250°C for S355 steel, potentially degrading the Heat Affected Zone (HAZ) toughness. We integrated a mandatory cooling dwell time into the robot’s logic every three passes.
5. Synergy Between Human Expertise and 6-Axis Automation
The true value of a 6-Axis Collaborative Welder in a real-world Warsaw shop is not the replacement of the welder, but the augmentation of the process. For Thick Plate Steel welding, the human operator handles the critical tacking and the visual inspection of the root pass, while the Automated Welding system handles the monotonous, high-heat fill passes. This collaboration reduces the welder’s exposure to UV radiation and hazardous fumes, which are significantly higher when welding thick sections at 300+ Amps.
5.1 Joint Variability and Adaptive Logic
In Warsaw, we found that the fit-up of Thick Plate Steel welding was not always perfect. Discrepancies in the V-groove angle (due to manual grinding or thermal cutting tolerances) required the 6-Axis Collaborative Welder to be slightly more “intelligent.” We implemented a “Touch Sensing” routine where the wire or gas nozzle touches the plate at three points to find the actual joint location before striking the arc. This adjustment is vital for Automated Welding to succeed in non-ideal factory conditions.
6. Lessons Learned from the Warsaw Field Deployment
6.1 Environmental Factors: Temperature and Power Stability
The Warsaw facility, like many Eastern European workshops, experiences significant temperature swings between summer and winter. We noted that the viscosity of the wire-feed lubricant changed, causing erratic feeding in the 6-axis arm’s conduit. Moving to a high-quality, consistent wire and ensuring the power source was on a stabilized circuit corrected these issues. For Automated Welding, consistency is more important than absolute speed.
6.2 Shielding Gas Coverage on Heavy Sections
During Thick Plate Steel welding, the large weld pool generates significant turbulence. We initially experienced porosity in the cap passes. After investigation, we realized that the high-speed movement of the 6-Axis Collaborative Welder during non-welding “air moves” was creating drafts that displaced the shielding gas (82% Ar / 18% CO2) immediately after the arc extinguished. Adjusting the post-flow gas time and reducing air-move velocity near the workpiece solved the porosity issue.
6.3 Torch Lead Management
In a 6-axis configuration, the cable bundle (umbilical) can become a point of failure if the pathing involves excessive rotation. In Warsaw, we had to reprogram several sequences where the cable wrap was straining the wire-feeder motor. Proper cable management—using a rotating “swan neck” on the torch—is essential for 24/7 Automated Welding operations.
7. Conclusion and Future Outlook
The integration of the 6-Axis Collaborative Welder at the Warsaw site has proven that Automated Welding is no longer restricted to high-volume automotive lines. For the heavy fabrication sector, specifically for Thick Plate Steel welding, the cobot provides a middle ground that maintains the precision of a robot with the adaptability of a manual process.
The primary success metric was the reduction in rework. Manual ultrasonic testing (UT) of the 20mm S355 plate welds showed a 95% “first-time right” rate under the automated system, compared to 78% previously. As the Warsaw team becomes more proficient with the 6-axis interface, we plan to roll out similar units for our stainless-steel pipe spooling projects, where the same principles of precision torch manipulation and consistent heat input will yield even greater metallurgical benefits.
Report End.
Author: Senior Welding Engineer, Site Operations – Warsaw.







