01 Wind Energy & Foundations

Anchor the load path before the tower rises.

JOTAIN can support alloy steel bar and processed-component routes for wind foundation anchorage, bolting, and rotating-part blanks when the purchaser defines the design basis, drawings, load inputs, and inspection plan.

Workers installing a circular steel anchor cage in a reinforced wind-turbine foundation excavation
Illustrative industry context: wind-turbine foundation anchor cage before concrete placement.

Component catalogue / 01

Where we can enter the supply route

Start with the component, then define the material condition, processing boundary, inspection plan, and documentary release.

JOTAIN threaded steel rod components prepared for industrial connection applications
JOTAIN component evidence: threaded rod forms relevant to drawing-defined anchorage and connection routes.
01

Anchor rods and cage material

Bar and prepared threaded material for purchaser-designed foundation assemblies.

  • Raw or heat-treated bar
  • Thread-ready preparation
  • Cut length and marking
02

High-strength fastener bar

Alloy steel bar routes for purchaser-specified bolting and stud manufacture.

  • QT bar
  • Peeled bar
  • Machining allowance
03

Shaft and pin blanks

Heat-treated, peeled, or rough-machined blanks for heavy rotating or articulated parts.

  • Forged or rolled route
  • QT condition
  • UT when specified
04

Couplers, nuts, and prepared ends

Drawing-defined processed components subject to confirmed dimensions and acceptance criteria.

  • Machining
  • Thread route
  • Protective finish when specified

Engineering conditions / 02

Define the service before the grade

The candidate route becomes meaningful only after load, environment, geometry, interfaces, and acceptance criteria are controlled.

01

Loading

Material selection follows the purchaser's fatigue and preload model.

  • Design load spectrum
  • Preload and relaxation
  • Thread-root fatigue detail
02

Environment

Temperature and exposure affect toughness and protection requirements.

  • Minimum service temperature
  • Corrosion category
  • Coating-related hydrogen risk
03

Interfaces

Thread, nut, coupler, template, and erection tolerances must be compatible.

  • Thread standard and class
  • Nut and coupler engagement
  • Straightness and length tolerance
4Supply entry points
3Service decisions
6Controlled stages
3Evidence groups

Material route / 03

Material selection boundary

Candidate routes are reviewed against section size, target properties, fatigue inputs, thread route, and the purchaser's approved specification.

Candidate material and delivery routes
GradeConditionWhy it enters reviewApplication guardrail
42CrMo4 / 4140QT or prepared blankCommon high-strength, hardenable route for load-bearing parts.Final suitability depends on section size and project requirements.
34CrNiMo6QT or forged routeHigher hardenability and toughness route for heavy sections.Use only when the purchaser's specification permits it.
35CrMoQT or thread-readyCandidate fastener and threaded-component route.Fastener class and assembly performance remain purchaser-defined.

Processing sequence / 04

A route that can be inspected

  1. 01Bar or forging route
  2. 02Heat treatment
  3. 03Peeling or rough machining
  4. 04Thread preparation
  5. 05Protective finish when specified
  6. 06Final inspection and packing

Verification / 05

Evidence travels with the route

Define test location, acceptance criteria, inspection timing, marking, and release records before production.

JOTAIN steel processing line used for controlled bar preparation
Process evidence: processing route must be agreed with final dimensions and acceptance criteria.

Material identity

  • Heat number traceability
  • Chemical analysis record
  • Delivery-condition record

Mechanical acceptance

  • Tensile and hardness testing
  • Impact testing when specified
  • Test location defined by order

Geometry and integrity

  • Thread and dimensional inspection
  • Straightness
  • UT or other NDT when specified

Standards context / 06

Reference the rule set—do not imply approval

The purchaser's approved drawing, project specification, inspection and test plan, and contractual standard editions control the order.

IEC 61400-6

Tower and foundation design context; purchaser and OEM requirements control material procurement.

Open reference ↗
ISO 898-1

Fastener-property context within its stated dimensional and temperature scope.

Open reference ↗

Technical enquiry / 07

Send an enquiry engineering can review.

Include these inputs to reduce assumptions, shorten technical clarification, and keep the proposed route inside the purchaser's design boundary.

  1. 01Component and drawing
  2. 02Design or procurement specification
  3. 03Grade or approved material list
  4. 04Diameter and length
  5. 05Thread standard and class
  6. 06Delivery condition
  7. 07Target mechanical properties
  8. 08NDT and inspection plan
  9. 09Surface protection
  10. 10Quantity and destination