Tension rod anchors and railings
A tension rod anchor includes a collar that defines a ball race and a ball jack that includes a ball head that forms a swivel joint with the ball race. The ball jack also includes a threaded shaft that engages with a threaded socket of a hosel, which also includes a rod channel that receives a railing rod. A set screw engages with a threaded hole through a side of the hosel into the rod channel. The set screw engages with an anchor hole in the rod, without bearing against the threaded shaft, while the hosel is screwed onto the threaded shaft to tension the rod. Once the desired tension has been obtained, the set screw is screwed down further and tightened to secure the rod with the rod under tension. The swivel joints allow rod railings to be easily installed at angles and inclines.
1. A method for securing a railing rod extending in an axial dimension between a hollow proximal end portion and a distal end portion under tension, comprising:
securing a first tension rod anchor to a first support structure;
securing the distal end portion of the railing rod to the first tension rod anchor;
securing a second tension rod anchor to a second support structure, the second tension rod anchor comprising:
a collar connected to the second support structure comprising a ball race,
a ball jack comprising a ball head forming a swivel joint with the ball race of the collar and a threaded shaft extending in the axial dimension from the ball head, and
a hosel extending in the axial dimension comprising a threaded socket engaged with the threaded shaft of the ball jack, a rod channel sized to receive the proximal end portion of the railing rod, and a threaded hole extending in a transverse dimension transverse to the axial dimension through a side of the hosel into the rod channel;
securing the proximal end portion of the railing rod to the second tension rod anchor by:
screwing the hosel on the threaded shaft of the ball jack in a first direction around the axial dimension to translate the hosel in the proximal direction sufficiently to clear the proximal end portion of the railing rod past a distal end of the hosel,
aligning the proximal end portion of the railing rod with the rod channel of the hosel,
screwing the hosel on the threaded shaft of the ball jack in a second direction around the axial dimension to translate the hosel in the distal direction sufficiently to align the threaded hole of the hosel with an anchor hole of the railing rod,
screwing a set screw into the threaded hole of the hosel until it engages the anchor hole of the railing rod without bearing against the threaded shaft of the ball jack,
screwing the hosel on the threaded shaft again in the first direction around the axial dimension to translate the hosel in the proximal direction to draw a portion of the threaded shaft of the ball jack into the hollow proximal end portion of the railing rod until the anchor hole of the railing rod is positioned in the transverse dimension between the threaded hole of the hosel and the portion of the threaded shaft of the ball jack, and to tension the railing rod, and
screwing the set screw further into the threaded hole of the hosel until the set screw tightens against the portion of the threaded shaft of the ball jack to secure the proximal end of the railing rod between the hosel and the portion of the threaded shaft of the ball jack with the railing rod under tension.
2. The method of claim 1 , further comprising applying a pliers to a pinch profile of the ball jack to prevent the ball jack from rotating while tensioning the railing rod.
3. The method of claim 1 , further comprising applying a wrench to a wrench profile of the hosel to rotate the hosel while tensioning the railing rod.
4. The method of claim 1 , further comprising articulating the ball jack with respect to the collar to secure the railing rod at an angle with respect to the second support structure.
5. The method of claim 1 , further comprising articulating the ball jack with respect to the collar to secure the railing rod at an incline with respect to the second support structure.