| Left-Hand Thread Production |
Thread helix advances counterclockwise when viewed from the rod end; left-hand threading is usually produced as a special-order configuration. |
ASME B1.1 for Unified Inch threads; ISO 261 and ISO 965 for metric thread systems. |
Confirm the thread direction on drawings, purchase orders, nuts, couplers, and inspection reports. |
| Common Rod Materials |
Carbon steel, alloy steel, and stainless steel are widely used according to load, corrosion, temperature, and installation requirements. |
ASTM F1554 for structural anchor bolts; ASTM A193 for specified alloy and stainless steel bolting applications; ISO 898-1 for mechanical properties of carbon and alloy steel fasteners. |
Material grade should be selected from the project design calculation rather than from diameter alone. |
| Diameter Range |
Small, medium, and large diameters can be manufactured, with availability depending on the material, thread form, equipment, and order quantity. |
Unified and metric nominal diameters are specified by the applicable thread standard and engineering drawing. |
Specify nominal diameter, pitch or threads per inch, tolerance class, and unthreaded length. |
| Overall Length and Thread Length |
Fully threaded, partially threaded, and custom-threaded anchor rods are commonly supplied. |
Dimensions are normally controlled by the approved fabrication drawing and applicable product specification. |
State total length, thread length at each end, thread run-out, chamfer, and end condition. |
| Thread Profiles |
Unified coarse, Unified fine, metric coarse, metric fine, and other engineered thread forms may be available. |
ASME B1.1, ISO 261, ISO 965, and project-specific drawings. |
Coarse threads are generally more tolerant of dirt and handling; fine threads may be selected for adjustment or higher tensile stress areas. |
| Protective Coatings |
Plain, hot-dip galvanized, zinc-coated, mechanically galvanized, and stainless-steel solutions are used depending on the environment. |
ASTM F2329 and ISO 10684 for hot-dip galvanized fasteners; coating requirements should be specified with the base material. |
Allow for coating thickness, thread allowance, nut compatibility, and possible hydrogen-embrittlement controls. |
| End Configurations |
Straight rods, double-ended rods, bent anchor rods, hooked rods, headed rods, and rods with welded plates can be produced for different foundations. |
Configuration is governed by the structural design, fabrication drawing, and applicable anchor-bolt specification. |
Provide bend radius, leg length, plate dimensions, weld details, and orientation tolerances where applicable. |
| Mechanical Testing |
Testing may include tensile strength, yield strength, elongation, hardness, proof load, and torque-related verification where required. |
ASTM F1554, ASTM A370, ISO 898-1, or the project-specified testing procedure. |
Request material test certificates and confirm whether testing is performed per heat, lot, or production batch. |
| Dimensional and Thread Inspection |
Inspection commonly covers diameter, length, pitch, thread direction, thread gauge acceptance, straightness, coating thickness, and visual condition. |
Applicable thread gauges, calibrated measuring equipment, ASME B1.1, ISO 965, and purchase-order tolerances. |
A first-article inspection is useful for nonstandard left-hand thread geometry or complex anchor assemblies. |
| Traceability and Documentation |
Commercial supply packages may include certificates of conformance, material certificates, inspection reports, coating records, and packing lists. |
Documentation level is defined by the contract, specification, and quality plan. |
Require heat number, lot number, material grade, coating batch, and dimensional inspection results when traceability is critical. |
| Typical Applications |
Foundation systems, machinery bases, structural steel connections, tower assemblies, heavy equipment, renewable-energy structures, and maintenance-locking mechanisms. |
Application-specific engineering codes, structural drawings, equipment manuals, and project specifications. |
The required preload, embedment, fatigue demand, corrosion exposure, installation method, and access conditions should be reviewed before ordering. |