Modular concrete form panel

Abstract

A modular form panel for assembling a cast-in-place concrete structure includes an inner panel section and an outer panel section. A filling gap is defined between the inner and outer panel sections. The filling gap is configured to receive concrete poured on-site to form a concrete wall or roof section. One or more tie members span the filling gap interconnecting the inner and outer panel sections. The panel includes an integral side flange in some embodiments. When multiple panels are positioned adjacent one another, the adjacent side flanges form an end gap on each lateral side of the panel. The end gap has a thickness greater than the filling gap thickness. Concrete disposed in each end gap forms an integrated support column on each side of the panel. A bond beam gap is defined along the top edge of the panel having a greater thickness than the filling gap.

Description

CROSS-REFERENCES TO RELATED APPLICATIONS[0001]This application claims domestic priority to U.S. Provisional patent application No. 61 / 783,057 filed Mar. 14, 2013, all of which is hereby incorporated by reference in its entirety.[0002]A portion of the disclosure of this patent document contains material that is subject to copyright protection. The copyright owner has no objection to the reproduction of the patent document or the patent disclosure, as it appears in the U.S. Patent and Trademark Office patent file or records, but otherwise reserves all copyright rights whatsoever.BACKGROUND[0003]The present invention relates generally to concrete forms for building structures and more particularly to cast-in-place construction form panels and associated structures, devices and methods.[0004]Removable form work devices are generally known in the art for casting concrete structures. When erecting structures made of concrete using conventional methods, workers typically assemble a form or...

AI Technical Summary

Benefits of technology

The present invention provides a modular form panel for assembling concrete structures. These panels have inner and outer panel sections separated by a filling gap and are held together by support ties. The outer panel section is made of foam material and serves both an insulating and protective function. Integrated support columns are formed in the gaps between panels and provide load-bearing vertical supports. A bond beam gap is also formed at the top edge of the panel to provide a horizontal concrete support. These panels offer improved efficiency and durability in the assembly of concrete structures.

Problems solved by technology

One problem associated with such conventional removable formwork concrete building devices and methods includes the amount of labor and time required to assemble the initial concrete formwork.

This is especially burdensome for forming complex architecture and curved members.

These tasks are time-consuming, costly, and very labor-intensive.

The problems associated with conventional removable formwork concrete construction methods and devices are even more pronounced on smaller scale construction projects, such as residential home construction, where overall project budgets generally do not accommodate the labor and cost intensive procedures associated with formwork assembly.

Conventional masonry blocks of this nature, however, are also very time-consuming and require significant labor to construct at a building site.

Additionally, the generally standardized shape of the blocks limits the variety of building architecture that can be assembled using the blocks.

The pre-cast structures are very heavy and must be installed using heavy machinery such as overhead cranes.

These types of concrete construction systems are also very labor intensive and expensive to implement.

Like pre-cast systems, tilt-up systems are very labor intensive and expensive to implement.

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