Traffic barrier and method of construction

• US 5,131,786 A
• Filed: 10/22/1990
• Issued: 07/21/1992
• Est. Priority Date: 01/10/1989
• Status: Expired due to Term

• Current Assignee: Barton House
• Original Assignee: Barton House
• Inventors: House, Randall, Covarrubias, Jesse, Hofmann, Johann H.
• Primary Examiner(s): Bui, Thuy M.
• Application Number:
  US07/601,413
• Time in Patent Office: 638 Days
• Field of Search: 404/6, 404/73, 404/70, 404/74, 52/13, 52/295, 52/18, 52/20, 52/21, 52/169.6, 52/128, 52/227, 52/224, 52/249, 52/245, 52/595, 52/173 R
• US Class Current: 404/6
• CPC Class Codes: B65D 88/76 for use underground manholes, inspection openings, covers therefor B65D90/105; special vessels for collecting or storing rain-water for use in the household E03B3/03; cesspools E03F11/00
• CPC Class Codes: E01F 15/0476 Foundations
• CPC Class Codes: E01F 15/083 using concrete

Abstract

This invention relates to a pre-cast concrete traffic barrier element and a method of constructing a traffic barrier using the element on a vertical face of a retaining wall. The barrier element is a profiled reinforced block of concrete having a bottom surface with a longitudinally extending channel therein. The traffic barrier element is supported on the retaining wall with a top surface of the retaining wall being received within the channel. U-shaped anchoring bars project from an interior portion of the traffic barrier element and from the top surface of the retaining wall to form an oval keyway the length of the longitudinal channel. A locking bar arrangement is inserted through the keyway in a locking relationship with the U-shaped anchoring bars. Sealing material between the traffic barrier element and the retaining wall and between the traffic barrier element and the ground adjacent to the retaining wall on the traffic side prevents the leakage of grout and leveling of the barrier element. Grout is then injected throughout the longitudinal channel and allowed to harden, thus providing a sealed and locked joint.

Claims

1. A traffic barrier for use adjacent a roadway having an exposed horizontal top surface of a retaining wall, comprising:

a. a barrier formed of at least one similar, end aligned barrier segments, each of said barrier segments including;

i. a traffic facing sidewall having a longitudinal slot defined by a pair of legs;

ii. a longitudinal channel along a nether face; and

iii. a second and opposite sidewall;

b. a cooperative exposed top surface of said retaining wall facially engaging said barrier by lengthwise contact thereagainst in a stacked relationship;

c. spaced first eyelet means supported by said barrier;

d. spaced second eyelet means supported by said retaining wall;

e. said first and second eyelet means aligning cooperatively and forming an oval locking relationship with said barrier and said top surface of said retaining wall;

f. an elongate rod serially threaded through all of said eyelet means; and

g. cast-in-place concrete filling said longitudinal channel and said longitudinal slot.

2. The traffic barrier of claim 1 wherein

a. said first eyelet means being a plurality of first U-shaped coupling members extending from said traffic barrier to within said longitudinal channel;

b. said second eyelet means being a plurality of second U-shaped coupling members extending from said retaining wall to within said longitudinal channel; and

c. said cast-in-place concrete encasing said plurality of first U-shaped coupling members, said plurality of second U-shaped coupling members, and said elongate rod.

3. The traffic barrier of claim 1 wherein said traffic facing sidewall has a cross-sectional profile for redirecting an incident vehicle toward said roadway.

4. The traffic barrier of claim 1 wherein said legs being positioned in from each end of said barrier segments so as to minimize the possibility of said legs being damaged during transportation and construction.

5. The traffic barrier of claim 1 wherein said second sidewall having a shoulder adapted for engaging said top surface of said retaining wall by lengthwise contact thereagainst in said stacked relationship.

6. The traffic barrier of claim 1 wherein said legs being adapted to rest on said roadway to partially support said traffic barrier'"'"'s weight.

7. The traffic barrier of claim 1 wherein said longitudinal channel has an upwardly sloping upper face to facilitate the expulsion of air from said longitudinal channel when concrete is being poured through said longitudinal slot into said longitudinal channel.

8. A method of constructing a precast concrete traffic barrier on a top surface of a wall structure having a traffic surface thereon, comprising the steps of;

a. a precast concrete traffic barrier element comprised of;

i. a traffic facing sidewall having a longitudinal slot defined by a pair of spaced legs;

ii. a longitudinal channel along a nether face; and

iii. a second and opposite sidewall;

iv. spaced first eyelet means supported by said barrier element;

b. positioning said barrier element over said top surface of said wall structure so that said longitudinal channel is aligned with said top surface of said wall structure, said top surface having spaced second eyelet means;

c. placing sealing material on said top surface of said wall structure and adapted to receive said second sidewall of said barrier elements;

d. lowering said barrier element so that said second sidewall facially engages said wall structure by lengthwise contact thereagainst in a stacked relationship, and said second sidewall and said legs support said traffic barrier'"'"'s weight;

e. coupling said barrier element and said wall structure by inserting an elongate locking rod through said first eyelet means and said second eyelet means;

f. pouring cast-in-place concrete through said longitudinal slot to within said longitudinally extending channel encasing said first eyelet means, said second eyelet means, and said elongate rod; and

g. building up said traffic surface to a point at the top of said legs.

9. The method of claim 8 further comprising the step of grading of said traffic surface level with said top surface of said wall structure prior to positioning said barrier element over said wall structure.

10. The method of claim 8 further comprising the step of leveling said top surface of said wall structure prior to positioning said barrier element to provide a level surface for supporting said barrier element.

11. The method of claim 8 further comprising the step of placing a plurality of said barrier elements on said wall structure.

12. The method of claim 11 wherein the step of coupling said barrier element to said wall structure includes coupling a plurality of barrier elements to said wall structure.