BOCHU-trained engineers
Training supports system setup, application review and practical troubleshooting around the robot, controller, sensors and process.
With BOCHU / CypWeld
A practical technical partnership for model-led robotic welding, reverse modelling and measured seam work.

A named working relationship
TitanWeld partners with BOCHU to bring model-led robotic welding into the workshop. All TitanWeld engineers have received training at BOCHU, and TitanWeld receives direct technical support from BOCHU's official team.
Training supports system setup, application review and practical troubleshooting around the robot, controller, sensors and process.
Integration questions can be connected with BOCHU control and vision specialists when the project requires their input.
Every configuration is reviewed against the actual robot, workpiece, fixtures, weld access and workshop conditions.

Engineering record
BOCHU's intelligent robotics division issued this certificate of honor to Zhu Guoqing on 19 May 2026, recognizing his skill in intelligent machine operation.
CompanyFSWELD3800 / CypWeld
The BOCHU documentation describes model-led welding and reverse modelling as different acquisition routes. TitanWeld keeps both inside one engineering review.
Start with a representative assembly, its model revision, weld requirements and fixture arrangement. Agree the Tekla export or equivalent model format with the receiving team.
Establish the physical part’s relationship to the digital reference, then review seam extraction, edited welds, robot posture and non-welding travel in simulation. The usable welding envelope depends on torch posture, placement and interference.
Set exposure and the region of interest to include the workpiece while excluding the floor. Record the scan pose, acquire data through external-axis travel, then inspect the point cloud and reconstructed solid.
Check missing features, obstructed faces and excluded detail types before generating the welding route. A reconstructed solid and a supported weld are separate review results.

The original interface shows the region of interest enclosing the workpiece. Keep the floor outside that region and check exposure before recording the scan pose.
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Inspect both representations, rotate the view and check incomplete or obscured features. Reconstruction supplies the geometry for planning; weld support is checked separately.
View full sizeModel or point cloud
Physical-to-digital position
Seam, path and procedure
Simulation and weld review
BOCHU technical illustrations
Original figures from the supplied BOCHU manuals show where a feature fits the documented scope and where another engineering route is needed. Open each figure for its complete dimensions.

The included angle must exceed 30°, with an overlap extension of at least 40 mm. Both conditions apply at the crossing; the source diagram marks the required extension.
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This family requires plate dimensions > 100 × 100 mm, thickness < 15 mm, a plate-to-base angle of 60°–120° and a base intersection > 50 mm. For the illustrated recess, length > 20 mm and depth > 30 mm.
Reverse specification · p. 5 · Figure 2-6
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The curved-web example specifies curvature deviation < 30 mm. The general table lists web bending ≤ 30 mm and vertical-stiffener bending ≤ 20 mm. Confirm the applicable release at an exact boundary.
Reverse specification · pp. 2, 5 · Figure 2-7
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The red outline identifies a side-attached plate. This feature is outside the cited reverse-modeling scope, even when adjacent stiffeners are visible from above.
Reverse specification · p. 6 · Figure 2-10
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The documented flat-flange scope requires thickness > 10 mm and length and width > 50 mm. If chamfered, radius must exceed 5 mm. Circular outer flanges and sloped flanges are excluded; the round opening shown is not the outer boundary.
Reverse specification · p. 10 · Figure 2-16
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The original dimensioned drawing compares 0°, 22°, 36° and 45° torch postures and extension lengths. Use the configured torch, robot and fixture in simulation to establish the actual accessible envelope.
Model-based scope · p. 16 · Figure 4-2
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This model-based example uses a 36° torch and X = 573 mm. At 200 mm depth, the width-direction weld requires at least 150 mm length; length-direction welding also requires width ≥ 150 mm. These posture-specific values are separate from the reverse-modeling D/W rule.
Model-based scope · p. 16 · Figure 4-3
View full sizeReverse modelling boundary
Review the published reverse-modeling limits against the geometry, scan access and deformation of your actual workpiece.
| Check | Documented boundary | Source |
|---|---|---|
| Workpiece width | < 3000 mm | Reverse specification · p. 1 |
| Stiffener dimensions | Height 40–1000 mm; thickness 6–30 mm, uniform per stiffener; length ≥ 30 mm | Reverse specification · p. 1 |
| Top-view visibility | Stiffeners must remain unobstructed for groove recognition | Reverse specification · p. 1 |
| Scan access and path space | Stiffener-to-base perpendicularity deviation < 5°; spacing along scan direction > 200 mm; depth-to-width ratio ≤ 1.5 | Reverse specification · p. 1 |
| Deformation allowance | Web ≤ 30 mm; vertical stiffener ≤ 20 mm | Reverse specification · p. 2 |
| Stiffener upper edge | General recommendation: inclination within 45° to the horizontal plane; long inclined edge clearance above the web ≥ 20 mm. Check the separate conditions for each feature family. | Reverse specification · p. 1 |
| Intersecting stiffeners | Included angle > 30°; overlap extension ≥ 40 mm | Reverse specification · p. 2 |
| Placement on supports | Inclination between the two workpiece ends within 10° | Reverse specification · p. 2 |
| Weld scallop size | Diameter 25–50 mm; scallop reconstruction remains excluded | Reverse specification · pp. 2, 10 |
| Point-cloud reconstruction | Seam-length error: ≤ 3 mm vertically, ≤ 5 mm in other directions; plate-thickness error: ≤ 1 mm | CypWeld · p. 44 |

These values describe the cited English edition. The Chinese V1.0.1 edition uses strict height endpoints and a depth-to-width ratio < 1.5. Review the installed version near a boundary. Reconstruction error describes the recovered geometry, not final weld accuracy.
Side-attached plates and stiffener-scallop reconstruction fall outside the cited specification (pp. 6, 10). Purlin support plates may be reconstructed as solids, but the supplied CypWeld manual excludes welding them through the point-cloud reconstruction route. Confirm the installed software release.
Mirror-reflective workpieces are not supported by the cited model-based scope. Aluminium does not support arc tracking and may cause reflection issues. Stainless-steel applicability and weld quality remain untested in that document; assess the part and complete trial welding before production.
Installed TitanWeld workflow
Control and path logic
Registration, weld extraction, path planning, simulation and motion review around the selected project route.
Global observation
Global workpiece scan data establishes the physical reference before path calculation.
Local seam input
Laser seam-position data supports local joint finding. Tracking functions and their operating conditions are reviewed with the configured welding process.
Laser seam finding and welding-time arc tracking have different roles. Confirm the selected sensing method, enabled functions and process conditions for each project.
Official references
Explore BOCHU’s current FSWELD3800EC and FW-GX product information, then confirm the controller, cameras, software version and functions in your TitanWeld project configuration.
No. Fixtures, welding procedures, simulation and engineering verification still depend on the project.
It can help when the workpiece is visible, measurable and within the documented geometry and deformation boundaries. TitanWeld confirms that fit before planning production.
Send a model or drawing, workpiece dimensions, material, weld locations, fixtures and workshop constraints. We can then review the control, vision and motion requirements with you.