Method for forming concrete barriers

• US 5,290,492 A
• Filed: 06/17/1992
• Issued: 03/01/1994
• Est. Priority Date: 08/21/1990
• Status: Expired due to Term

• Current Assignee: John F. Belarde
• Original Assignee: John F. Belarde
• Inventors: Belarde, John F.
• Primary Examiner(s): AFTERGUT, KAREN K
• Application Number:
  US07/900,704
• Time in Patent Office: 622 Days
• Field of Search: 264/31-36, 264/333
• US Class Current: 264/33
• CPC Class Codes: E01C 19/008 by reference lines placed along the road, e.g. wires co-operating with feeler elements E01C19/006 takes precedence
• CPC Class Codes: E01C 19/4886 for forming in a continuous operation kerbs, gutters, berms, safety kerbs, median barriers or like structures in situ, e.g. by slip-forming, by extrusion removable forms for kerbs, gutters or similar structures E01C19/506; making conduits in situ E02D29/10

Abstract

A system for forming an elongate concrete structure (20) which extends in a first direction and includes an outer surface (26) with a textured pattern having concave and convex portions which extend other than in just the first direction. The system includes an elongate, planar form (32) having a reverse image of the textured pattern on one side (202) thereof, a conventional slipformer (30), the mule (60) of which is modified so as to include only a top wall (64) and a side wall (62), with the opposite side wall of the mule being removed, and a side arm assembly (150) coupled to the slip former for supporting the form so that it engages the mule so as to block off the opening in the mule created by removal on the opposite side wall thereof. The planar form is erected prior to formation of the structure, remains standing during the formation of the structure and is dissassembled a predetermined period of time after the concrete structure has been formed. The side arm assembly slidingly engages the outer surface of the form as the slip former is moved in the first direction.

Claims

1. A method of slip-forming a concrete barrier that extends along a substantially horizontal path so that one substantially vertically extending surface of the barrier includes a three-dimensional, nonhorizontally extending texture, the method comprising the steps of:

mounting a form, having a substantially vertical inner surface including a pattern consisting of a reverse image of the nonhorizontally extending texture to be included on the one substantially vertically extending surface of the concrete barrier being slip-formed, such that the form extends along the substantially horizontal path and is fixed with respect to the path during the slip-forming of the concrete barrier;

positioning an automated slip-former comprising;

(i) a frame and support means coupled to the frame;

(ii) drive means coupled to the frame for moving the frame and support means along the substantially horizontal path;

(iii) a mule attached to the frame; and

(iv) a hopper coupled to the mule, such that the mule engages the form so that the mule and the form together enclose a space in which the concrete barrier is slip-formed; and

supplying concrete to the hopper and operating the hopper so that the concrete is delivered to the enclosed space while;

(i) operating the drive means so as to cause the mule to move along successive portions of the form and, thus, along the substantially horizontal path;

(ii) maintaining the mule in engagement with each successive portion of the form positioned opposite the mule; and

(iii) preventing each successive portion of the form positioned opposite the mule from moving away from the mule by supporting each successive portion of the form with the support means, to thus slip-form the concrete barrier with the three-dimensional, nonhorizontally extending texture being formed on the one substantially vertically extending surface in contact with the substantially vertical inner surface of the form.

2. The method claimed in claim 1 wherein the concrete supplied to the hopper has a slump ranging from 1 inch to 2 inches.

3. The method claimed in claim 1 wherein the support means includes a side arm assembly positioned to overlie and press against an outer surface of the form and wherein the substep of operating the drive means includes preventing the form from moving way from the mule using the side arm assembly to slidably engage the outer surface of the form as the mule is caused to move along the form and, thus, along the substantially horizontal path.

4. The method claimed in claim 3 wherein the concrete supplied to the hopper has a slump ranging from 1 inch to 2 inches.

5. A method of slip-forming an elongate concrete barrier that extends along a path in a substantially horizontal direction, the method comprising the steps of;

(a) erecting a first form in the substantially horizontal direction along the path where the concrete barrier is to be formed, the first form being elongate, substantially vertical, and designed to support one side of the concrete barrier during the formation thereof,

(b) positioning a second form suitable for supporting, and defining the shape of, an opposite side of the concrete barrier during formation thereof, in predetermined spaced relationship to the first form, said second form being designed to enclose, together with the first form, an area having a cross-sectional configuration corresponding to the cross-sectional configuration of the concrete barrier when the second form is positioned in the predetermined spaced relationship to the first form; and

(c) delivering wet concrete to the area enclosed by the first and second forms while moving the second form in the substantially horizontal direction along the path to form the elongate concrete barrier while adjusting the position of the second form based on changes in grade of the path and supporting successively encountered portions of the first form erected along the path so as to maintain the second form in the predetermined spaced relationship to the first form.

6. The method claimed in claim 5 wherein the successively encountered portions of the first form are supported by a support constructed and positioned to slidably engage an outer surface of the first form and move along the path with the second form so that the support prevents the first form from moving away from the second form.

7. The method claimed in claim 6 wherein an inner surface of the first form includes a three-dimensional, nonhorizontally extending pattern having concave or convex portions appearing in random or regular sequence for texturing the elongate concrete barrier during slip-forming thereof.

8. The method claimed in claim 5 wherein an inner surface of the first form includes a three-dimensional, nonhorizontally extending pattern having concave or convex portions appearing in random or regular sequence for texturing the elongate concrete barrier during slip-forming thereof.