Manually depressible automatically deployable spring balanced bollard

• US 4,715,742 A
• Filed: 03/17/1986
• Issued: 12/29/1987
• Est. Priority Date: 03/17/1986
• Status: Expired due to Fees

• Current Assignee: Harry D. Dickinson
• Original Assignee: Harry D. Dickinson
• Inventors: Dickinson, Harry D.
• Primary Examiner(s): Friedman, Carl D.
• Application Number:
  US06/840,389
• Time in Patent Office: 652 Days
• Field of Search: 404/6, 404/11, 49/49, 52/113, 52/727
• US Class Current: 404/6
• CPC Class Codes: E01F 13/046 the obstructing members moving up in a translatory motion, e.g. telescopic barrier posts for lane control E01F9/594

Abstract

A bollard type trafficway barrier for arresting vehicles, comprised of a cast in place foundation and a bollard replaceable therein with a spring for lifting the bollard that is directionally oriented with respect to traffic so as to withstand great impacts, and with access for replacement of the bollard, with retraction by manual depression and extension by instantaneous release of potential energy stored in said spring, the bollard being locked in both the retracted and extended conditions, and installation being flush with the grade when retracted and the bollard being released manually or power controlled from a remote location by a vehicle sensor.

Claims

1. A manually depressible spring balanced bollard type trafficway barrier for arresting vehicles, and including;

a below grade level foundation of substantial depth, having a grade level opening at its upper end and having a bottom support,

a spring lift means centered upon the bottom support and supporting a bollard in a position of balanced equilibrium between a depressed position and an extended position,

the bollard being of tube form entered through the foundation grade level opening and centered over and carried by the spring lift means in said balanced condition extending upward from the grade level,

and releasable lock means carried by the foundation and engaged with spaced stops on the bollard, one stop engageable to hold when the bollard is depressed to grade level and the other stop engageable to hold the bollard when extended by the lift means, whereby the spring lift means stores potential energy by depression of the bollard to grade level and subsequently released for transfer into kinetic energy and assisted by inertia to lift the bollard above the position of balanced equilibrium and to the other stop.

2. The trafficway barrier as set forth in claim 1, wherein the bollard of tube form has impact resistant reinforcement means therein, there being a first guide means for rotatable orientation of said reinforcement means with respect to direction of vehicular traffic to absorb impact.

3. The trafficway barrier as set forth in claim 2, wherein the first guide means extends vertically between the foundation and the bollard for rotatable orientation of the bollard.

4. The trafficway barrier as set forth in claim 2, wherein the reinforcement means is comprised of vertically disposed tube walls and at least one vertical web disposed in a plane parallel to the direction of vehicular traffic.

5. The trafficway barrier as set forth in claim 2, wherein the foundation is of tube form surrounding the bollard of tube form, there being a second guide means for coaxial movement of the bollard within the foundation.

6. The trafficway barrier as set forth in claim 5, wherein the second guide means is comprised of runners operating in an annulus between the foundation and the bollard.

7. The trafficway barrier as set forth in claim 5, wherein the second guide means is comprised of runners carried by the bollard and slideable in the foundation of tube form.

8. The trafficway barrier as set forth in claim 2, wherein the reinforcement means is comprised of vertically disposed tube walls and at least one vertical web disposed in a plane parallel to the direction of vehicular traffic, and wherein the second guide means is comprised of runners carried by the bollard in alignment with said web and slideable in the foundation of tube form.

9. The trafficway barrier as set forth in claim 1, wherein the spring lift means is a coil compression spring disposed concentrically within the bollard and seated at its bottom and top ends on the bottom support of the foundation and on a closed top of the bollard.

10. The trafficway barrier as set forth in claim 9, wherein guide means extends centrally within the coil compression spring.

11. The trafficway barrier as set forth in claim 9, wherein guide means comprised of telescoping members supported by the foundation and anchored to the bollard extends centrally within the coil compression spring.

12. The trafficway barrier as set forth in claim 1, wherein the bollard of tube form has impact resistant reinforcement means therein, there being a first guide means for rotatable orientation of said reinforcement means with respect to direction of vehicular traffic to absorb impact, wherein the foundation is of tube form surrounding the bollard of tube form, there being a second guide means for coaxial movement of the bollard within the foundation, wherein the spring lift means is a coil compression spring disposed concentrically within the bollard and seated at its bottom and top ends on the bottom support of the foundation and on a closed top of the bollard, and wherein third guide means extends centrally within the coil compression spring.

13. The trafficway barrier as set forth in claim 1, wherein the bollard of tube form has impact resistant reinforcement means therein, there being a first guide means for rotatable orientation of said reinforcement means with respect to direction of vehicular traffic to absorb impact, wherein the foundation is of tube form surrounding the bollard of tube form, there being a second guide means for coaxial movement of the bollard within the foundation, wherein the spring lift means is a coil compression spring disposed concentrically within the bollard and seated at its bottom and top ends on the bottom support of the foundation and on a closed top of the bollard, and wherein third guide means comprised of a telescoping member supported by the foundation and anchored to the bollard extends centrally within the coil compression spring.

14. The trafficway barrier as set forth in claim 1, wherein the spring lift means is comprised of a spring that is less than fully extended when supporting the weight of the bollard and in equilibrium when the bollard is released from its stops.

15. The trafficway barrier as set forth in claim 1, wherein the lock means is a manually operable bolt housed is a grade level box and accessible for manual operation.

16. The trafficway barrier as set forth in claim 1, wherein the lock means is a remotely operable bolt housed in a box of the foundation for manual operation.

17. The trafficway barrier as set forth in claim 1, wherein the lock means is a power operable bolt housed in a box of the foundation for remote operation.

18. The trafficway barrier as set forth in claim 1, wherein the lock means is a power operable bolt released automatically by control means responsive to a mass sensitive loop placed in the trafficway.