Method for forming concrete barriers

• US 5,616,291 A
• Filed: 06/07/1995
• Issued: 04/01/1997
• Est. Priority Date: 08/21/1990
• Status: Expired due to Term

• Current Assignee: John-Wayne Construction Company Incorporated
• Original Assignee: John-Wayne Construction Company Incorporated
• Inventors: Belarde, John F.
• Primary Examiner(s): AFTERGUT, KAREN K
• Application Number:
  US08/472,874
• Time in Patent Office: 664 Days
• Field of Search: 264/31-36, 264/333, 425/62-64, 425/432, 425/456, 425/385, 249/15-17, 249/19-21, 249/155
• US Class Current: 264/34
• 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
• CPC Class Codes: E01C 19/4893 Apparatus designed for railless operation

Abstract

A method for forming an elongated concrete structure (20) which extends in a first direction and includes at least one outer surface (26) with a textured pattern having concave and convex portions which extend other than in just the first direction. The system comprises one or two elongated planar forms (32 or 32a/32b) having a reverse image of a textured pattern on one side (202) thereof, a conventional slip former (30), and a side arm assembly (150) coupled to the slip former for supporting the one form(s). The form(s) is erected prior to formation of the structure, remains standing during formation of the structure, and is disassembled a predetermined period of time after the concrete structure has been formed. The side arm assembly (150) slidingly engages the outer surface of the form(s) as the slip former (30) is moved in the first direction.

Claims

1. A method of slip forming a concrete structure along a substantially horizontal surface, the concrete structure extending in a first substantially horizontal direction and having a predetermined cross-sectional configuration such that an outer surface of each side of the structure includes a three-dimensional pattern having portions which extend other than in the first substantially horizontal direction, the method comprising:

providing first and second forms, each of the first and second forms having an inner surface including a pattern consisting of a reverse image of the three-dimensional pattern to be formed on the outer surface of the corresponding side of the concrete structure, the first and second forms each comprising a rigid wall designed to support a side of the concrete structure during slip forming;

installing the first and second forms along the substantially horizontal surface so that they extend in the first substantially horizontal direction enclosing an area having a cross-sectional configuration corresponding to the predetermined cross-sectional configuration of the concrete structure;

providing an automated slip former that is separate from the forms and that comprises a frame coupled to a support means, drive means coupled with the frame for causing the frame and the support means to move along a path extending in the first substantially horizontal direction, and a hopper assembly for delivering concrete to the area enclosed by the first and second forms, the support means designed to support the first and second forms as the frame moves along the path and prevent the first and second forms from moving in a second substantially horizontal direction that is substantially transverse to the first direction, the support means contacting only a portion of the rigid wall of each form, so as to permit the first and second forms to coact with one another so as to enclose the area having the cross-sectional configuration corresponding to the predetermined cross-sectional configuration of the concrete structure;

supplying concrete to the hopper and operating the hopper so that the concrete is delivered to the area enclosed by the first and second forms as the forms are supported by the support means, which area defines the predetermined cross-sectional configuration of the concrete structure; and

operating the drive means so as to cause the frame and support means to move along the path extending in the first substantially horizontal direction and along the first and second forms while the support means prevents the first and second forms from moving in the second substantially horizontal direction, thus slip forming the concrete structure having the predetermined cross-sectional configuration and the three-dimensional pattern on each side thereof.

2. A method according to claim 1, wherein said supplying step involves supplying concrete having a slump ranging from 1 inch to 2 inches.

3. A method according to claim 1 wherein said operating step involves preventing the first and second forms from moving in the second substantially horizontal direction with the support means which comprises side arm assemblies attached to the frame of the slip former, which side arm assemblies are designed to slidingly engage an outer surface of each rigid wall of the first and second forms as the frame is caused to move in the first substantially horizontal direction.