Retteløsninger for oljeborrør

Drill pipe accumulates two different kinds of geometric damage, and only one of them belongs on a press. EN bøye is deviation in a single plane — the tube reads straight from two perpendicular viewpoints and curved from the others. EN vri is permanent angular displacement around the pipe’s own axis: scribe a longitudinal line down a twisted joint and the line rotates as it travels — one cross-section has permanently rotated against its neighbors. The distinction matters because the two conditions come from different events and leave different damage behind.

Permanent twist is usually an accident record: twist-off events, where the string’s stored torsional energy releases at parting and winds the pipe beyond yield, plus stuck-pipe back-offs and the sustained torque of directional work. By the time the twist is visible, the affected length has already been loaded past yield in torsion — a metallurgical fact, not a geometry problem: no press cycle unwinds it, and rotating the section back cold would add a second plastic episode on top of the first.

This is why press straightening, as a process, declines the job. A straightening press superimposes controlled single-plane bending; twist correction would instead require controlled torque about the axis across the twisted length — a different machine and loading mode — while the yield history that produced the twist remains in the steel either way. The judgment that does apply runs:

• Quantify the twist first. Mark or measure the angular reference along the joint — how many degrees over what length — before any decision, the same measure-first discipline that governs bending.
• Treat visible permanent twist as a material flag. It marks a length that has already yielded once in service — a condition for the inspection standard to evaluate, not a shape to correct.
• Check the connections specifically. A joint that took twist concentrates consequences at the rotary shouldered connections, where make-up reference and shoulder sealing are compromised independently of the body — damage that routes to re-machining or replacement decisions, not to the press.
• Route the verdict to the inspection standard. Whether a twisted joint is downgraded, restricted or condemned is decided under the governing inspection practice for drill stem elements — the framework mapped in our API straightness standards overview — not in the shop.

The practical consequence for reconditioning flow: twist is screened out at incoming inspection, before the joint is ever scheduled for press time. That sequencing — classify, then correct only what classification releases — is the organizing principle of our drill pipe reconditioning workflow article. A shop that discovers twist after straightening has wasted press time on a joint that was never a candidate.

One borderline case deserves honesty: a joint can carry both a bend and a mild residual twist, and the bend alone is legitimately correctable. Correct only what measurement defines — plane-by-plane bend correction to the connection-axis datum, with the twist documented and routed to the inspection decision — never “improved” by pressing harder in a diagonal plane.