Maritime infrastructure manufacturing · Germany (NDA)
A Single Parametric Tower Design, Scalable From 20 m to 30 m.
Single parametric SolidWorks weldment design for maritime observation towers, scalable from 20 m to 30 m. DNV/ABS/IMO compliance, full fabrication package, FEA validation coordinated with third-party specialist.
One SolidWorks weldment system, equation-driven, configurable across the full height range — engineered for DNV / ABS / IMO maritime compliance.
Client snapshot
- Industry: Maritime infrastructure manufacturing.
- Region: Germany.
- Engagement: Lead mechanical designer for the parametric tower system, with FEA validation coordinated through a specialist third party I sourced and managed for the client.
- Confidentiality: Under NDA. Client name, end-customer identity, and specific deployment locations omitted.
The problem
The client manufactures maritime observation towers for installation in coastal and harbor environments. Different sites required different tower heights — typically anywhere between 20 m and 30 m — and the existing approach was to engineer each height variant as a separate design. Every new contract triggered a full re-modeling cycle, new fabrication drawings, and a new round of structural validation, even though the towers were structurally similar in principle.
The client wanted a single design system that could produce a fabrication-ready package for any height in the 20–30 m range without re-engineering the tower from scratch each time.
Constraints
- Heights varying continuously between 20 m and 30 m, not just two fixed sizes
- Maritime environment — corrosion exposure, wind loading, and exposed coastal installation conditions
- DNV / ABS / IMO compliance required for the structural design package
- Sheet metal and weldment fabrication realities of the client’s manufacturing line — standard plate thicknesses, weld preparation, and assembly handling
- Foundation interface had to remain consistent across height variants so site preparation logistics did not change per project
- Tight project timelines aligned to the client’s installation schedules
My approach
- Acted as lead mechanical designer for the full tower system
- Equation-driven parametric weldment design so leg sections, bracing, platform levels, and bolt patterns regenerate from a small set of master parameters (primary parameter being target tower height)
- Top-down assembly methodology to keep SolidWorks performance stable as the assembly scaled across height variants
- Standardized fabrication details — weld preps, plate thicknesses, gusset geometry — so the client’s fab line did not need to adapt to each new height
- Foundation interface frozen as a fixed interface plate across all variants, so installation crews work to one foundation design regardless of tower height
- Coordinated FEA validation through a specialist third-party engineer I sourced for the client, organizing the data exchange and ensuring the geometry handed off for analysis matched the fabrication package
- Compliance-aware drawings prepared to DNV / ABS / IMO documentation expectations, with consistent datum schemes and weld callouts across the package
What I delivered
- Native SolidWorks parametric weldment assembly with equation-driven configuration logic (height-driven)
- Complete fabrication drawings for any height variant in the 20–30 m range
- Weldment cut lists with parametrically-driven part counts and lengths
- Foundation interface drawings standardized across all height variants
- BOMs, weld symbols, and surface treatment callouts on every drawing package
- Coordinated handoff package to the third-party FEA engineer, including geometry, load assumptions, and material specifications
- STEP / IGES exports for client and end-customer handoff
Outcome
- One design system replaces what was previously a per-project re-engineering cycle. Generating a fabrication package for a new height variant became a parameter update rather than a full re-model.
- Standardized foundation interface removed installation variability across deployment sites — same foundation drawing regardless of tower height.
- Coordinated FEA validation delivered through a specialist third party I sourced and project-managed, giving the client a complete structural package without expanding their internal engineering team.
- DNV / ABS / IMO-compliant documentation package ready for end-customer submission.
Visuals
Visualization is illustrative. Confidential client geometry and end-customer identifiers omitted under NDA.