Support pole having a traffic signal support arm attached thereto

Information

  • Patent Grant
  • 6820389
  • Patent Number
    6,820,389
  • Date Filed
    Thursday, March 20, 2003
    21 years ago
  • Date Issued
    Tuesday, November 23, 2004
    19 years ago
Abstract
A support pole having a traffic signal support arm secured thereto wherein the connection between the lower end of the support pole and its base plate is strengthened by the use of a strengthening ring welded thereto and also wherein the connection of the support arm to the support pole is strengthened through the use of a strengthening ring provided at the inner end of the support arm. The connections described above also enhance the fatigue strength of the support pole.
Description




BACKGROUND OF THE INVENTION




1. Field of the Invention




This invention relates to a support pole and a means for attaching a traffic signal support arm thereto. Further, the invention relates to a means for strengthening the connection of the support arm to the pole as well as strengthening the connection of the pole to a base plate which is mounted on a concrete footing.




2. Description of the Related Art




In many cases, it is desirable or necessary to position a traffic signal light over a roadway. In some cases, the traffic signal is supported by cables strung between a pair of poles which are located on opposite sides of the roadway. In other instances, an upstanding pole is positioned at one side of the roadway and has a traffic signal support arm secured thereto which extends outwardly therefrom over the roadway with the traffic signal being supported thereon. In some cases, the inner end of the support arm is welded to a flat mounting plate with that mounting plate being bolted to a flat support plate which is either welded to the pole or which is clamped onto the pole. In some cases, the support plate on the pole is vertically disposed and in other situations the support plate is slightly inclined with respect to the vertical. Further, in some cases, the inner end of the support arm is shaped or coped to conform to the outer surface of an arcuate support plate which is clamped onto the pole with the support arm being welded to the outer surface of the arcuate support plate.




In those structures wherein a flat support plate is mounted on the pole, the most common method of attaching the support arm to the pole is to weld the mounting plate to the inner end of the support arm by inserting the inner end of the support arm into a circular opening formed in the mounting plate with the outer surface of the support arm being welded to the mounting plate completely around the circumference of the support arm. In some cases, the arm is attached to the plate using a partial or full penetrating groove butt weld. Inasmuch as the support arm is normally a tapered tube of thin wall construction, separation of the support arm from the mounting plate sometimes occurs at the location where the support arm is welded to the mounting plate. Separation occurs because the wall of the support arm cracks adjacent to the outside weld due to fatigue stress induced by cyclic loading created by wind gusts, vibration due to vortex shedding or galloping, or air movement caused by vehicular traffic.




The lower end of the support pole for the traffic signal support arm normally has a flat base plate welded thereto with the base plate being secured to a suitable concrete footing or the like by means of anchor bolts. The support pole is welded to the base plate in generally the same fashion as the support arm is welded to its mounting plate. The prior art support poles have experienced some cracking in the area immediately above the base plate in the pole wall adjacent to the weld. In some cases, the lower end of the support pole is received within a circular opening formed in the base plate. In other cases, the lower end of the support pole is butt welded to the upper surface of the base plate using a partial or full penetration groove weld.




SUMMARY OF THE INVENTION




An improved support pole having a traffic signal support arm attached thereto is described. In particular, a means is described which strengthens the connection between the support pole and its supporting base plate and a means is also provided for strengthening the connection between the support arm and the pole. A horizontally disposed base plate is provided which is adapted to be attached to a footing. The base plate has a circular opening formed therein which receives the lower end of the pole member with the lower end of the pole member being welded to the base plate within the circular opening. In some cases, the lower end of the support pole is butt welded to the upper surface of a flat base plate. A first strengthening ring, having upper and lower ends, embraces the pole member above the base plate. The upper end of the first strengthening ring is welded to the exterior surface of the pole member. The lower end of the first strengthening ring is welded to the exterior surface of the pole member above the base plate and is welded to the upper surface of the base plate.




A support plate is secured to the pole member at one side there above the lower end thereof. A mounting plate is secured to the support plate and has a circular opening formed therein which receives the inner end of an elongated support arm. The inner end of the support arm is welded to the mounting plate within the circular opening formed therein. In some cases, the inner end of the support arm is butt welded to the outer surface of the mounting plate. A second strengthening ring embraces the support arm outwardly of the mounting plate and has an inner end and an outer end. The outer end of the second strengthening ring is welded to the exterior surface of the support arm. The inner end of the second strengthening ring is welded to the mounting plate and to the exterior surface of the support arm. All of the welds described above are continuous weldments. The use of the second strengthening ring between the inner end of the support arm and the mounting plate strengthens the connection between the support arm and the mounting plate to prevent separation thereof. The use of the first strengthening ring between the lower end of the pole and the base plate strengthens the connection between the pole member and the base plate to prevent separation thereof.




It is a principal object of the invention to provide an improved means for attaching a traffic signal support arm to a pole.




A further object of the invention is to provide an improved means for attaching the lower end of a support pole to a base plate.




Still another object of the invention is to provide an improved means for attaching a roadway light support arm, a sign support arm or a camera support arm to a support pole.




Still another object of the invention is to provide a means for attaching a traffic signal support arm to a mounting plate at the inner end thereof through the use of a strengthening ring which embraces the inner end of the support arm and which is welded to the support arm and to the mounting plate.




These and other objects will be apparent to those skilled in the art.











BRIEF DESCRIPTION OF THE DRAWINGS





FIG. 1

is a side view of a support pole having a traffic signal support arm secured thereto with the connection of the support pole to the base plate and the connection of the support arm and the support pole being strengthened by the invention therein;





FIG. 2

is an enlarged partial side view of the connections of

FIG. 1

;





FIG. 3

is a sectional view of the connections of

FIG. 1

;





FIG. 4

is a sectional view illustrating the connection between the lower end of the support pole and the base plate;





FIG. 5

is a plan view of one-half of a strengthening ring when the ring is of welded two-piece construction;





FIG. 6

is a top view of the ring half of

FIG. 5

; and





FIG. 7

is an end view of the ring half of FIG.


5


.











DESCRIPTION OF THE PREFERRED EMBODIMENT




The drawings illustrate a conventional support pole such as is used for attaching a traffic signal support arm thereto, a roadway light support arm, a sign support arm or a camera support arm thereto. As seen in the drawings, the support pole


10


is associated with a flat, generally square base plate


12


which is secured to a suitable concrete footing


13


or the like by means of anchor bolts


14


. Base plate


12


is sometimes secured to steel shafts extending upwardly from the ground as well.




Base plate


12


has a circular opening


16


formed therein which at least partially receives the lower end


18


of support pole


10


. There are possibly some situations wherein the lower end


18


of pole


10


will be flush or semi-flush with the bottom surface


22


of base plate


12


. In other situations, the lower end


18


of pole


10


may be butt welded to the upper surface of base plate


12


. In any event, the lower end


18


of pole


10


is welded to plate


12


in a continuous fashion, as illustrated in the drawings. Normally, the pole


10


will be constructed of a steel or aluminum material.




The numeral


24


refers to a two-piece strengthening ring comprised of a pair of identical semi-circular ring portions


24


A. The ring


24


may also be of one-piece construction. For purposes of description, ring


24


will be described as having an upper end


26


and a lower end


28


. Preferably, the strengthening ring


24


has the same wall thickness as the pole


10


and is constructed of the same metal material as the pole


10


. Ring


24


may have a beveled surface


28


at its lower end. If ring


24


is of two-piece construction, the opposite ends of ring portions


24


A are also beveled to aid in welding the ends of ring portions


24


A together to form ring


24


. Strengthening ring


24


embraces pole


10


, as seen in the drawings, with the beveled lower end


28


thereof being spaced above the top surface


30


of base plate


12


to expose a portion of the exterior surface of pole


10


below the lower end


28


of strengthening ring


24


. The beveled lower end


28


of strengthening ring


24


is welded, in a continuous fashion, to the exterior surface of pole


10


, below the lower end


28


of strengthening ring


24


, and to the top surface


30


of base plate


12


so that the weldment continuously extends around the lower end of the strengthening ring


24


, as illustrated in the drawings. The upper end


26


of strengthening ring


24


is welded in a continuous fashion to the exterior surface of pole


10


. The weldment at the lower end of the strengthening ring


24


will be referred to by the reference numeral


32


while the weldment at the upper end of the strengthening ring


24


will be referred to by the reference numeral


34


.




Preferably, the lower end


28


of strengthening ring


24


is spaced approximately one-eighth to one-quarter inch above the top surface


30


of base plate


12


. Preferably, the height of the strengthening ring


24


is approximately four to eight inches although there may be situations where the height of the strengthening ring


24


will be less than six inches and other situations where the strengthening ring


24


will reach a height of twelve inches. In most situations, it is believed that a height of six to eight inches will satisfactorily strengthen the connection between the lower end of the support pole


10


and the base plate


12


.




The numeral


36


refers to a conventional traffic signal support arm but it should be understood that the support arm


36


could support a variety of different objects such as roadway lights, signs, cameras, etc. There are many different ways to affix the inner end of the support arm to the support pole


10


but most support arms will be secured to the support pole through the use of a mounting plate


38


provided at the inner end of the support arm


36


and which is either secured to a matching support plate


39


on the support pole


10


or some other structure. Plate


38


is provided with a circular opening


40


formed therein which partially receives the inner end


41


of support arm


36


. The inner end


41


of support arm


36


is welded to the plate


38


within the circular opening with the weldment being referred to generally by the reference numeral


42


. There will be some situations wherein the plate will be arcuate rather than flat with the inner end of the support arm


36


being coped to correspond to the arcuate plate with the arcuate plate and the support arm being welded together. Further, the inner end of arm


36


may be butt welded to the outer surface of plate


38


.




The numeral


44


refers to a strengthening ring which may be of two-piece or one-piece construction. Ring


44


may have a beveled an inner end


46


and an outer end


48


. The inner end


46


of strengthening ring


44


is spaced outwardly approximately one-eighth to one-quarter inch from plate


38


so as to expose a portion of the exterior surface of the support arm


36


. The inner end


41


of support arm


36


is welded to the exterior surface of support arm


36


inwardly of inner end


46


of strengthening ring


44


and to the outer surface of plate


38


with that weldment being identified by the reference numeral


50


. The outer end of strengthening ring


44


is welded to the exterior surface of support arm


36


at


52


with that weldment being identified by the reference numeral


52


. The weldments


50


and


52


are preferably of the continuous type. The strengthening ring


44


strengthens the connection between the support arm


36


and the plate


38


to prevent separation thereof or to prevent cracking of the component parts. The strengthening ring


24


improves the connection between the lower end of the support pole


10


and the base plate


12


to prevent separation thereof. Each of the strengthening rings enhances the fatigue strength of the pole.




Although it is preferred that the strengthening ring


24


be provided at the lower end of the support pole


10


and the strengthening ring


44


be provided at the inner end of the support arm


36


, there may be situations wherein it will not be necessary to utilize both of the strengthening rings although it is preferred that both the strengthening rings be utilized.




Thus it can be seen that the invention accomplishes at least all of its stated objectives.



Claims
  • 1. A support pole, comprising:a horizontally disposed base plate for attachment to a footing and having upper and lower ends; a hollow pole member having upper and lower ends; said lower end of said pole member being welded to said base plate; a strengthening ring, having upper and lower ends, embracing said pole member above said base plate; said lower end of said strengthening ring being spaced above said upper end of said base plate; said upper end of said strengthening ring being welded to the exterior surface of said pole member; said lower end of said strengthening ring being welded to said base plate and to the exterior surface of said pole member above said base plate.
  • 2. The support pole of claim 1 wherein said upper end of said strengthening ring is welded to the exterior surface of said pole member in a continuous fashion.
  • 3. The support pole of claim 1 wherein said lower end of said strengthening ring is welded to the exterior surface of said pole member in a continuous fashion.
  • 4. The support pole of claim 2 wherein said lower end of said strengthening ring is welded to the exterior surface of said pole member in a continuous fashion.
  • 5. The support pole of claim 1 wherein said strengthening ring has a wall thickness which is substantially the same as the wall thickness of said pole member.
  • 6. The support pole of claim 1 wherein said lower end of said pole member is disposed above said lower end of said base plate.
  • 7. The support pole of claim 1 wherein said strengthening ring has a height which is less than twelve inches.
  • 8. The support pole of claim 1 wherein said strengthening ring has a height of approximately four to eight inches.
  • 9. The support pole of claim 1 wherein said lower end of said strengthening ring is beveled.
  • 10. The support pole of claim 1 wherein said strengthening ring is comprised of a pair of semi-circular ring portions welded together.
  • 11. The support pole of claim 10 wherein each of said ring portions has beveled lower ends.
  • 12. The support pole of claim 1 wherein said base plate has a circular opening formed therein which receives said lower end of said pole member and wherein said lower end of said pole member is welded to said base plate within said circular opening.
  • 13. In combination:an upstanding pole member having upper and lower ends; a plate secured to said pole member at one side thereof above the lower end thereof which has an inner side, an outer side, an upper end and a lower end; an elongated hollow support arm having inner and outer ends; said inner end of said support arm being secured to said plate; a strengthening ring embracing said support arm outwardly of said plate and having an inner end and an outer end; said inner end of said strengthening ring being spaced outwardly of said outer side of said plate; said outer end of said strengthening ring being welded to the exterior surface of said support arm; said inner end of said strengthening ring being welded to the said plate and to the exterior surface of said support arm.
  • 14. The combination of claim 13 wherein said outer end of said strengthening ring is welded to the exterior surface of said support arm in a continuous fashion.
  • 15. The combination of claim 13 wherein said inner end of said support arm is welded to the exterior surface of said support arm in a continuous fashion.
  • 16. The combination of claim 13 wherein said inner end of said support arm is disposed outwardly of said outer side of said plate.
  • 17. The combination of claim 13 wherein the distance between said inner and outer ends of said strengthening ring is less than twelve inches.
  • 18. The combination of claim 13 wherein the distance between said inner and outer ends of said strengthening ring is approximately four to eight inches.
  • 19. The combination of claim 13 wherein said plate has a circular opening formed therein and wherein said inner end of said support arm is received by said circular opening.
  • 20. The combination of claim 19 wherein said inner end of said support arm is welded to said plate within said circular opening.
  • 21. The combination of claim 13 wherein said inner end of said strengthening ring is beveled.
  • 22. The combination of claim 13 wherein said strengthening ring is comprised of a pair of semi-circular ring portions welded together.
  • 23. In combination:an upstanding pole member having upper and lower ends; a plate secured to said pole member at one side thereof above the lower end thereof which has an inner side, an outer side, an upper end and a lower end; an elongated hollow support arm having inner and outer ends; said inner end of said support arm being secured to said plate; a first strengthening ring embracing said support arm outwardly of said plate and having an inner end and an outer end; said inner end of said strengthening ring being spaced outwardly of said outer side of said plate; said outer end of said first strengthening ring being welded to the exterior surface of said support arm; said inner end of said first strengthening ring being welded to the said plate and to the exterior surface of said support arm; a horizontally disposed base plate for attachment to a footing and having upper and lower ends; said lower end of said pole member being secured to said base plate; a second strengthening ring, having upper and lower ends, embracing said pole member above said base plate; said lower end of said strengthening ring being spaced above said upper end of said base plate; said upper end of said second strengthening ring being welded to the exterior surface of said pole member; said lower end of said second strengthening ring being welded to said base plate and to the exterior surface of said pole member above said base plate.
  • 24. The support pole of claim 23 wherein said upper end of said second strengthening ring is welded to the exterior surface of said pole member in a continuous fashion.
  • 25. The support pole of claim 23 wherein said lower end of said second strengthening ring is welded to the exterior surface of said pole member in a continuous fashion.
  • 26. The support pole of claim 23 wherein said second strengthening ring has a wall thickness which is substantially the same as the wall thickness of said pole member.
  • 27. The support pole of claim 23 wherein said lower end of said second strengthening ring is disposed above said upper end of said base plate.
  • 28. The support pole of claim 23 wherein said second strengthening ring has a height which is less than twelve inches.
  • 29. The support pole of claim 23 wherein said second strengthening ring has a height of approximately four to eight inches.
  • 30. The combination of claim 23 wherein said outer end of said first strengthening ring is welded to the exterior surface of said support arm in a continuous fashion.
  • 31. The combination of claim 23 wherein said inner end of said first strengthening ring is welded to the exterior surface of said support arm in a continuous fashion.
  • 32. The combination of claim 23 wherein said inner end of said first strengthening ring is disposed outwardly of said outer side of said plate.
  • 33. The combination of claim 23 wherein the distance between said inner and outer ends of said first strengthening ring is less than twelve inches.
  • 34. The combination of claim 23 wherein the distance between said inner and outer ends of said first strengthening ring is approximately four to eight inches.
  • 35. The combination of claim 23 wherein said plate has a circular opening formed therein and wherein said inner end of said support arm is received by said circular opening in said plate.
  • 36. The combination of claim 35 wherein said inner end of said support arm is welded to said plate within said circular opening formed therein.
  • 37. The combination of claim 23 wherein said first strengthening ring has a beveled inner end.
  • 38. The combination of claim 23 wherein said second strengthening ring has a beveled lower end.
  • 39. The combination of claim 23 wherein each of said first and second strengthening rings is comprised of a pair of semi-circular ring portions welded together.
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Non-Patent Literature Citations (1)
Entry
Copies of two photographs of traffic poles taken in Pittsburgh, Pennsylvania, Undated.