PRECISION FASTENING SOLUTIONS
LEADING MANUFACTURERS & EXPORTERS
When it comes to joining heavy steel structures, an ordinary bolt is not always enough. Some connections need to handle high loads while also preventing unwanted movement between the connected steel plates. This is where High Strength Friction Grip (HSFG) bolts come into the picture.
HSFG bolts, also commonly called preloaded bolts, are designed to be tightened to a specific tension. This creates a strong clamping force between the connected steel surfaces. Instead of relying only on the bolt to resist the load, the connection uses friction between the surfaces to help transfer the load.
A High Strength Friction Grip bolt is a high-strength structural bolt used in connections where controlling slip is important.
During installation, the bolt is tightened to achieve a specified preload. This pulls the connected plates tightly together. When a load is applied, friction between these mating surfaces helps prevent the plates from sliding against each other.
The performance of an HSFG connection depends on factors such as the bolt preload, the number of contact surfaces and the condition of those surfaces.
In simple terms, the bolt clamps the steel plates together, and the friction between the plates helps carry the load.
One of the biggest advantages of HSFG bolts is their ability to provide slip-resistant connections.
This makes them useful where even a small amount of movement between steel members could affect the performance of the structure. Depending on the design category, a connection can be designed to resist slip under service loads or even at ultimate loads.
HSFG bolts are manufactured from high-strength materials and are designed to achieve substantial preload during installation. This makes them suitable for demanding structural connections.
Their use can be particularly valuable in steel structures where connections need to transfer significant forces while maintaining stability.
Because the connected surfaces are tightly clamped, HSFG connections can provide better control over movement compared with connections where slip is allowed.
This is especially important in structural applications where stiffness and alignment matter.
Bolted connections are widely used in steel construction because they can be installed on site without the need for site welding. Steel Construction Info notes that bolting is commonly preferred for many bridge site connections because installation can be quicker and cause less interruption to erection work.
HSFG bolts can be tightened using different methods, including torque control, the part-turn method and direct tension indicators.
Direct tension indicators, for example, are designed to help achieve and verify the required preload during installation.
HSFG bolts are mainly used in structural steelwork where slip resistance is important.
Bridge construction is one of the major applications. Many structural bridge connections use preloaded bolts because maintaining the performance of the connection under repeated and significant loads is important.
They can be used for connections between major steel members where high loads and controlled movement are concerns.
HSFG bolts may also be specified for particular building connections, especially where slip resistance or additional assembly tolerance is required. However, they are not automatically required for every steel building connection.
Industrial facilities often contain heavy steel frameworks, platforms and supporting structures. Where the design requires a slip-resistant connection, preloaded structural bolts can be considered as part of the connection design.
HSFG bolts can be particularly useful where oversized or slotted holes are used to provide additional tolerance during assembly. In such cases, the connection may need to be designed so that slip does not occur under the relevant loading condition.
The performance of an HSFG bolt depends heavily on achieving the correct preload. Simply tightening the nut as hard as possible is not an appropriate installation method.
The tightening procedure needs to follow the relevant specification and the requirements of the bolt assembly. Surface preparation is also important because friction depends on the condition and treatment of the contacting steel surfaces.
This is why HSFG connections generally require more attention during installation and inspection than ordinary bolted connections. Older structural guidance also notes that preloaded connections can involve additional installation and inspection costs.
The main difference is how the connection transfers load.
Ordinary bolted connections generally rely on the shear resistance of the bolt and the bearing resistance of the connected plates.
HSFG connections, on the other hand, use a controlled preload to clamp the plates together, allowing friction between the contacting surfaces to resist slip.
Therefore, the right choice depends on the structural design, loading conditions and whether movement or slip can be accepted.
High Strength Friction Grip bolts provide a practical solution for structural connections where strength, stability and slip resistance are important. Their ability to clamp steel members together and transfer loads through friction makes them particularly useful in bridges and other demanding steel structures.
However, choosing HSFG bolts is not simply about selecting a stronger bolt. The complete connection—including bolt grade, preload, surface condition, tightening method and inspection—needs to be considered during design and installation.
For structural projects where connection performance is critical, using the correct HSFG bolt assembly and following the specified installation procedure can make a significant difference to the reliability of the finished structure.