Hybrid Wind Tower Segment Jointing Projects

Hami Shisan Jianfang 50MW – Hybrid Tower Segment Jointing

Project snapshot

  • Location: Hami, Xinjiang, China

  • Capacity: 50 MW (8 × 6.25 MW)

  • Tower height: 100 m

  • Hybrid tower configuration: Concrete 93 m + Steel 4.084 m (per project brief)

  • Grid & storage: 110 kV connection; 5 MW / 10 MWh storage included in plan

Why jointing matters here
In regions with temperature swings and dry wind, segment joints must remain sealed and structurally stable. Consistent jointing also helps streamline tower erection when logistics windows are tight.

Adhesive approach
A two‑component epoxy jointing adhesive was used for precast concrete segment interfaces, supporting controlled placement and a rigid cured joint for load transfer.

Hami Shisan Jianfang 50MW – Hybrid Tower Segment Jointing

Hami Shisan Jianfang 50MW – Hybrid Tower Segment Jointing

Hami Shisan Jianfang 50MW – Hybrid Tower Segment Jointing

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High-strength non-shrink cementitious grout engineered for onshore wind-turbine foundations—fast strength gain, high flow, micro-expansion, and long-term durability.

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