
If you manage underground mining operations or supply ground support materials, you have likely encountered this exact problem: During installation, the jumbo drill pushes the split set friction bolt into the rock, but before it is fully inserted, the collar (the trailing end) deforms, folds over, or completely splits open.
When the collar deforms, the welded ring flange fails, and the dome plate cannot sit flush against the rock surface. The result is a wasted rock bolt, a delayed installation cycle, and a potential safety hazard.
Many operators immediately blame the drill operator or the jumbo rig pressure. While incorrect thrust pressure can be a factor, the root cause usually lies in a mismatch of dimensions or the structural integrity of the steel itself. Here is a grounded, technical look at why collar deformation happens and how to prevent it on your site.
The most common reason for split set deformation is trying to force the bolt into a hole that is too small.
Split set bolts rely on friction. They are manufactured with an outer diameter slightly larger than the drilled hole. As the bolt is driven in, it compresses, and the outward radial force creates the anchoring grip. However, there is a strict limit to how much the high-strength steel can compress.
The Problem: If a 39mm split set is driven into a hole that was drilled with a worn-out bit (reducing the actual hole diameter to, for example, 35mm instead of the recommended 36-37mm), the resistance becomes immense.
The Result: The percussive force from the drill no longer pushes the bolt forward; instead, the energy is absorbed entirely by the tail end of the tube, causing the collar to crush under the impact.
The Solution: Regularly measure the actual diameter of your drill bits. A bit that has lost its gauge due to wear in abrasive rock will drill an undersized hole. Ensure strict dimensional matching between the bolt diameter and the drill bit according to ISO standards.
Not all steel is suited for friction bolts. A split set must possess high yield strength to support the rock mass, but it must also retain enough elongation (ductility) to compress and withstand the high-impact percussion of a rock drill.
The Problem: Some suppliers use brittle, lower-grade steel strips to cut costs. When this cheap steel is roll-formed into a tube, it lacks the necessary ductility.
The Result: When the drill strikes the collar, the brittle steel cannot absorb the impact energy. Instead of compressing slightly, the collar cracks or splits down the seam.
The Solution: Source from a manufacturer that uses genuine high-strength structural steel with verified elongation properties. A reliable factory will provide transparent Mill Test Certificates (MTC) proving the mechanical properties of the raw material.
The physical design and factory processing of the collar itself play a critical role in how it handles impact.
The Problem: In facilities with poor quality control, the ends of the steel tubes are cut roughly without proper chamfering (tapering of the edge). Furthermore, if the welded ring flange is not fully seam-welded around the circumference, it creates weak points.
The Result: The uneven edge catches the drill adapter awkwardly, concentrating the percussive force onto a single weak point on the rim, leading to immediate deformation.
To resolve this issue and reduce material waste, focus on both operational discipline and procurement standards:
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