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Steel-Cased Concrete Piers

a concrete pier and steel-case technology, applied in the field of foundation piers, can solve the problems of time-consuming and laborious set-up and removal of steel forms, exposed concrete, and difficult removal of paint and other materials that may have been applied by vandals

Inactive Publication Date: 2008-01-24
HENDERSON JOY KIRSTON
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

[0008] The mounting structure at the upper end of the tube is also preferably of steel. It may comprise conventional anchor bolts embedded in the concrete. It may also comprise a tapered mounting member protruding upward from the cylindrical portion of the tube. The tapered mounting member has a hole at its top through which the concrete is poured. The concrete is poured into the tube through the hole in the mounting member until the tube and the ta

Problems solved by technology

For example, it is time consuming to set up and remove the steel forms.
Furthermore, after attaching the base of the above-ground structure, often a portion of the concrete is exposed.
These exposed portions are porous, making it difficult to remove paint and other materials that may have been applied by vandals.
Furthermore, exposed concrete above ground is easily damaged by impacts.

Method used

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  • Steel-Cased Concrete Piers
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  • Steel-Cased Concrete Piers

Examples

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Embodiment Construction

[0017] Referring to FIG. 1, a tube 11 for a foundation pier is shown. Tube 11 is preferably cylindrical and formed of a high strength metal material that is resistant to rust. Preferably the material is steel, and preferably the steel is an alloy, such as stainless steel, that is resistant to rust. Tube 11 has a cylindrical sidewall 13, although other shapes are feasible. Tube 11 has an open upper end 15 and an open lower end 17. Tube 11 is preferably completely hollow prior to installation.

[0018] As shown in FIG. 2, a foundation pier is formed by first drilling or otherwise boring a hole 19 in the ground or earth 20. Earth 20 may be soil, rock, or a mixture of both. Hole 19 is normally cylindrical and of a somewhat larger diameter than tube 11. This results in an annulus 21 surrounding tube 11 when tube 11 is placed in hole 19. Hole 19 will normally have a depth that is less than the length of tube 13 so that a small portion of tube 11 protrudes above ground 20. The amount of prot...

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PUM

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Abstract

A concrete pier and method of forming include providing a rust-resistant tube of a steel material. The tube is placed in a hole formed in the ground. The workers pour concrete into the tube and allow the concrete to harden. The above-ground structure is then attached to the upper end of the tube, leaving the tube in the ground to serve as a steel reinforcement for the concrete. The mounting structure at the upper end of the tube may be anchor bolts, or it may comprise tapered metal members. In the latter case, the above-ground structure to be supported by the pier has a base with a mating socket that fits over and is welded to the tapered mounting member.

Description

FIELD OF THE INVENTION [0001] This invention relates in general to foundation piers, and in particular to a pier formed of concrete and encased within a steel tube. BACKGROUND OF THE INVENTION [0002] Concrete piers are widely used for supporting structures such as buildings, power transmission lines, light and sign poles, bridges, elevated transportation systems, as well as for underground reinforcements to hold back earth. Normally a pier is formed by drilling or forming a hole in the earth, which may be a mixture of rock and soil. The workers may set up a temporary tubular steel form and place the tubular form in the hole. Cardboard or paper temporary forms are alternatively placed within the hole. [0003] Steel reinforcing bars are placed within the tubular forms. Typically, the reinforcing steel bars are spaced a selected distance, such as three inches, from the tubular form walls to minimize the danger of rusting caused by water penetration into the concrete. In some cases, temp...

Claims

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Application Information

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IPC IPC(8): E02D5/44
CPCE02D5/38E02D5/46E02D5/44
Inventor HENDERSON, JOY KIRSTON
Owner HENDERSON JOY KIRSTON