Prefabricated concrete pier top form

Abstract

A single-use or multi-use prefabricated pier top form for topping a concrete pier comprises a hollow mold with an upper portion in the desired shape of the finished pier top, a stepped-down tapered mid portion, and a lower mating portion for mating with the pier form so that concrete can be continuously poured to fill both the pier form and the pier top form at one time. Use of the prefabricated pier top form results in substantial time and material savings because the top of the pier residing above ground can be formed at the same time as the footer and pier are formed replacing the need to form a separate pier top after the pier and footer have been filled with concrete.

Claims

1. A structural pier form comprising: a prefabricated footer form configured to be backfilled with dirt having a tubular upper opening; a prefabricated tubular pier form having a lower opening and an upper opening, the lower opening coupled to the tubular upper opening of the prefabricated footer form; and a prefabricated pier top form comprising; a tubular lower section having a stepped mating area with multiple steps configured to mate several different sizes of the prefabricated tubular pier form and coupled to the upper opening of the prefabricated tubular pier form; a tapered mid-section that transitions outwardly from the lower section; and an upper section with walls extending from the tapered mid-section configured to create a shape of the top of the structural pier, wherein the walls of the upper section of the prefabricated pier top form create a shape at the top of the structural pier form different from the shape of the prefabricated tubular pier form.

2. The structural pier form of claim 1 wherein the walls of the upper section of the prefabricated pier top form create the shape of a rectangle.

3. A method for creating a structural pier comprising: creating a structural form assembly by setting a prefabricated footer form in the desired location; securing a prefabricated tubular pier form to the prefabricated footer form; securing a prefabricated pier top form to the prefabricated tubular pier form, the prefabricated pier top form comprising a tubular lower section having a stepped mating area with multiple steps designed to mate several different sizes of the prefabricated tubular pier form and configured to mate with the upper section of the prefabricated tubular pier form, a tapered mid-section that transitions outwardly from the lower section; and an upper section with walls extending from the tapered mid-section to create a shape that is a different than the tubular lower section of the pier top form; placing rebar within the structural form assembly; and filling the footer form, the pier form, and the pier top form with concrete in one pour.

4. The method of claim 3 wherein the prefabricated pier top form is constructed of plastic.

5. The method of claim 3 wherein the walls of the upper section of the prefabricated pier top form create the shape of a rectangle.

6. The method of claim 3 wherein the walls of the upper section of the prefabricated pier top form create the shape of a truncated square pyramid.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) Embodiments of the present invention are illustrated by way of examples and are not limited to the accompanying drawings:

(2) FIG. 1 shows a perspective view of an embodiment of the pier top form coupled to a tubular form and a footer form creating a structural pier form assembly.

(3) FIG. 2 shows a perspective view of an embodiment of the pier top form coupled a footer form creating a structural pier form assembly

(4) FIG. 3 shows a perspective view of the embodiment of the pier top form shown in FIG. 1.

(5) FIG. 4 shows a top view of the embodiment of the pier top form shown in FIG. 3.

(6) FIG. 5 shows a perspective view of an alternative embodiment of the pier top form with a stepped mating area.

(7) FIG. 6 shows a perspective view of a truncated square pyramid embodiment of a pier top form.

DETAILED DESCRIPTION OF INVENTION

(8) Referring now to the figures, FIG. 1 shows a structural pier form assembly 10 with an embodiment of the prefabricated pier top form 20 coupled to a tubular pier form 12 and a footer form 14. Referring to FIG. 3, the pier top form 20 has a tubular lower section 30 configured to couple with the tubular pier form 12, a tapered mid-section 40 that transitions from the tubular shape of the lower section 30 to a desired shape of pier top and an upper section 50 that creates the desired shape of the top of the structural pier. A structural pier form assembly 10 is created by securing the footer form 14 to the pier form 12 and securing the pier top form 20 to the pier form 12. The structural pier can then be formed by placing rebar into the structural pier form assembly 10 and then filling the assembly in one pour with concrete.

(9) Referring to FIG. 5, the lower section 30 of the prefabricated pier top form 20 may be comprised of a stepped mating area 32 to couple with several different optional diameter tubular pier forms. The stepped mating area 32 may fit over or inside the tubular pier form 12. In another embodiment, the lower section 30 of the prefabricated pier top form 20 may be comprised of a collar mating section that couples with a matched size tubular pier form 12. In still another embodiment, the lower section 30 of the pier top form 20 is comprised of a mating area that matches the configuration of a pier form for example a rectangle mating area 35 that matches a rectangle pier form 13. In any embodiment, the pier top form 20 may be secured to the pier form 12 or another form by way of any common method including screws, other fasteners, glue, etc.

(10) The pier top form 20 can be fully or partially filled with concrete to achieve the desired finished height. The pier top form 20 could be partially filled to any desired level. Typically, the pier top form 20 will be filled to a resulting height of six inches above finished grade. In some applications where a shorter overall structural pier is desired, the pier top form 20 can also be directly fitted to the footer form 14 as shown in FIG. 2.

(11) The tapered mid-section 40 transitions between the lower section 30 that mates to the pier form 12 and the upper section 50 that forms the desired shape of the pier top. The taper section 40 in one embodiment smoothly transitions between the two other sections permitting concrete to flow through the pier top form 20 to the pier form 12. In another embodiment, the pier top form 20 transition section 40 comprises a step or other shape as required to maintain flow of concrete through the pier top form 20 as it is being filled. The transition section 40 may also have securing portions for securing rebar or other structural members inside the pier top form 30.

(12) The upper section 50 of the pier top form 20 forms the desired shape of the top of the structural pier. FIGS. 1-5 show the upper section 50 of the pier top form 20 in the shape of a rectangle so that the resulting top of the structural pier formed by the structural pier form assembly 10 will be rectangle shaped. FIG. 6 shows the upper section 50 of the pier top form 20 in the shape of a truncated square pyramid so that the resulting top of the structural pier formed by the structural pier form assembly 10 will be square pyramid shaped. The upper section 50 could also be in a shape that appears to represent a rock. One of skill in the art will understand that the upper section 50 could be in the form of several different shapes to meet the desires for different features and or specifications.

(13) The prefabricated pier top form 20 may be made from various materials including cardboard, plastic, or metal. In an embodiment of the invention, the pier top form 20 is made from cardboard. Following pouring concrete to create the pier and the setting of the concrete, the cardboard pier top form 20 may be cut away from the concrete exposing a clean pier top.

(14) In another embodiment of the invention, the prefabricated the pier top form 20 is divided into first and second sections couple by a hinge. The first and second sections are held shut by a closure. The hinge permits easy removal of the pier top form 20 after concrete has been poured to form a structural pier. One or more, clasps or other structures may be used to hold the pier top form 20 closed as part of the structural pier form assembly 10 prior to pouring concrete.

(15) It will be appreciated by those skilled in the art that the present invention is not limited to any particular the arrangement described above or below.