Bollard assembly with stress control device
A bollard assembly includes a bollard post, a ground sleeve configured to receive the bollard post, and a stress control device positioned adjacent to the ground sleeve. The stress control device has a face plate and a plurality of support plates secured to a back surface of the face plate. The support plates are angularly space from one another at equal angles and extend radially inward from the back surface towards the ground sleeve such that the ground sleeve fits between the plurality of support plates.
1. A bollard assembly, comprising:
a bollard post;
a ground sleeve configured to receive the bollard post; and
a stress control device positioned adjacent to the ground sleeve, the stress control device comprising:
a face plate having a gap to allow the face plate to flex during installation;
an inner ring radially inset from the face plate and configured to be attached to the ground sleeve, the inner ring comprising a first semi-circular portion and a second semi-circular portion removably secured to the first semi-circular portion with threaded members to removably attach the inner ring to the ground sleeve; and
a plurality of support plates secured to a back surface of the face plate and extending radially inward from the back surface towards the ground sleeve such that the ground sleeve fits between the plurality of support plates, the plurality of support plates being angularly spaced from one another at equal angles;
a first end of each of the plurality of support plates is secured to the back surface of the face plate; and
a second end of each of the plurality of support plates, opposite the first end, is secured to an outer surface of the inner ring.
2. The bollard assembly of claim 1 , wherein the plurality of support plates comprise four support plates and the support plates are angularly spaced 90 degrees from each other.
3. The bollard assembly of claim 1 , wherein the face plate is arcuate and has a radius of curvature greater than a radius of a minimum bounding circle of a cross-section of the ground sleeve.
4. The bollard assembly of claim 3 , wherein the ground sleeve is generally cylindrical and the radius of curvature of the face plate is greater than a radius of the ground sleeve.
5. The bollard assembly of claim 1 , wherein the face plate is generally cylindrical and substantially surrounds the ground sleeve.
6. A stress control device for use with a bollard assembly, the stress control device comprising:
a face plate having a gap to allow the face plate to flex during installation;
an inner ring radially inset from the face plate, the inner ring comprising a first semi-circular portion and a second semi-circular portion removably secured to the first semi-circular portion with threaded members; and
a plurality of support plates secured to a back surface of the face plate and extending radially inward from the back surface; wherein
the plurality of support plates are angularly spaced from one another at equal angles;
a first end of each of the plurality of support plates is secured to the back surface of the face plate; and
a second end of each of the plurality of support plates, opposite the first end, is secured to an outer surface of the inner ring.
7. The stress control device of claim 6 , wherein the plurality of support plates comprise four support plates and the support plates are angularly spaced 90 degrees from each other.
8. The stress control device of claim 6 , wherein the face plate is generally cylindrical.
9. A bollard assembly comprising the stress control device of claim 6 , the bollard assembly comprising a bollard post wherein the stress control device is positioned adjacent to the bollard post.
10. The bollard assembly of claim 9 , wherein the bollard post is generally cylindrical and the face plate is arcuate and has a radius of curvature greater than a radius of the bollard post.
11. A method of installing the bollard assembly of claim 1 , comprising the steps of:
forming an aperture through a pavement;
digging a hole in a foundation soil below the aperture in the pavement;
positioning the bollard assembly through the aperture in the pavement and into the hole in the foundation soil such that the ground sleeve and a portion of the bollard post are positioned in the hole and the stress control device is positioned within the aperture in the pavement; and
pouring a foundation pier around the ground sleeve, the foundation pier filling the hole in the foundation soil and the aperture in the pavement and completely covering the stress control device.
12. The method of claim 11 , wherein the plurality of support plates comprise four support plates and the support plates are angularly spaced 90 degrees from each other.
13. The method of claim 11 , wherein the ground sleeve is generally cylindrical and the face plate is arcuate and has a radius of curvature greater than a radius of the ground sleeve.
14. The method of claim 13 , wherein the face plate is generally cylindrical and substantially surrounds the ground sleeve.