Ladder installation for equipment tower
An equipment tower having a ladder formed of a plurality of ladder segments each joined to a respective tower segment by a pivotal connection prior to the tower segments being stacked during erection of the tower. The pivotal connection provides a degree of freedom of movement which facilitates the interconnection of adjoining ends of the ladder segments after stacking of the tower segments. Additional accommodation of as-built spacing of the adjacent ends of the ladder segments may be provided by a connecting segment. The pivotal connection may be a rod inserted through a rung of the ladder and supported by a support assembly attached to the tower segment.
1. A method comprising:
precasting a plurality of concrete tower segments;
attaching a respective ladder segment to each tower segment;
stacking the tower segments together to form an equipment tower; and
joining respective ends of adjoining ladder segments of the equipment tower together to form a continuous ladder,
wherein the step of attaching a respective ladder segment to each tower segment further comprises:
attaching a support assembly to each tower segment; and
passing a rod of each support assembly through a rung of the respective ladder segment.
2. The method of claim 1 , wherein the support assembly comprises:
a horizontal support beam attached to each rail of the ladder segment;
an oblique support beam attached to each rail of the ladder segment; and
the rod passing through holes formed in the horizontal and oblique support beams.
3. The method of claim 1 , comprising:
precasting a plurality of concrete tower segments;
attaching a respective ladder segment to each tower segment;
stacking the tower segments together to form an equipment tower; and
joining respective ends of adjoining ladder segments of the equipment tower together to form a continuous ladder, wherein the step of joining respective ends of adjoining ladder segments together comprises attaching the respective ends with a connecting segment comprising a plurality of holes or a slot spaced to accommodate a range of as-built spacing of the respective ends.
4. The method of claim 1 comprising:
precasting a plurality of concrete tower segments;
attaching a respective ladder segment to each tower segment;
stacking the tower segments together to form an equipment tower;
joining respective ends of adjoining ladder segments of the equipment tower together to form a continuous ladder; and
attaching a respective cable tray segment to each tower segment along with the respective ladder segment.
5. A method comprising:
attaching a respective ladder segment to each of a plurality of tower segments;
joining the tower segments together when erecting an equipment tower with respective ends of adjacent ladder segments in proximate alignment;
joining the respective ends of the adjacent ladder segments together to form a continuous ladder,
attaching at least one of the ladder segments to its respective tower segment with a pivotal connection providing a degree of relative movement between the at least one ladder segment and its respective tower segment, the pivotal connection effective to facilitate the joining of the respective ends of the adjacent ladder segments together; and
attaching the at least one ladder segment to its respective tower segment with a secondary connector after the step of joining the respective ends of the adjacent ladder segments together.
6. A method comprising:
attaching a respective ladder segment to each of a plurality of tower segments;
joining the tower segments together when erecting an equipment tower with respective ends of adjacent ladder segments in proximate alignment;
joining the respective ends of the adjacent ladder segments together to form a continuous ladder; and
attaching at least one of the ladder segments to its respective tower segment by inserting a rodsupported from the respective tower segment through a rung of the at least one ladder segment.
7. An equipment tower comprising:
an upper tower segment and a lower tower segment;
an upper ladder segment pivotally attached to the upper tower segment and a lower ladder segment pivotally attached to the lower tower segment; and
a connecting segment attaching a top end of the lower ladder segment to a bottom end of the upper ladder segment;
a respective support assembly attached to each respective tower segment; and
a rod of each respective support assembly passing through a rung of the respective ladder segment of the respective tower segment.
8. The equipment tower of claim 7 , wherein each respective support assembly comprises:
a first horizontal support beam and a first oblique support beamattached to a first rail of the respective ladder segment;
a second horizontal support beam and a second oblique support beam attached to a second rail of the respective ladder segment; and
a cross brace beam connected between the first and second horizontal support beams.
9. The method of claim 1 ,
pivoting the support assembly during the attaching the support assembly to each tower segment.
10. The method of claim 9 ,
wherein the attaching the support assembly a respective tower segment is prior to eretion of the tower.
11. The method of claim 1 ,
wherein the attaching the support assembly a respective tower segment is prior to erection of the tower.