A structural member for reinforcement of asphalt and concrete roadways and other products, and which comprises a gridwork (10) of warp strands (13) and weft strands (15) which are disposed at right angles to each other and so as to define an open structure. In one embodiment, the gridwork is impregnated with a thermosettable B-stage resin so as to interlock the strands at their crossover points and maintain the gridwork in a semi-flexible state, and after being applied to the product to be reinforced, the resin is heated to convert the same into a fully cured composite to thereby rigidize the gridwork and reinforce the product. In cases where the product to be reinforced is heated, such as asphalt paving, the heat of the product provides the heat necessary to fully cure the resin in situ. In another embodiment, the resin is fully cured to rigidize the gridwork prior to its being applied to the structure to be reinforced. A method of producing the resin impregnated gridwork is also disclosed.

Structural reinforcement member and method of utilizing the same to reinforce a product

An insulative, lightweight concrete building panel is provided with one or more fiber or steel reinforcements which are manufactured in a controlled environment and can be easily transported and erected at a building site.

Insulative concrete building panel with carbon fiber and steel reinforcement

A concrete building panel has a slab and a plurality of ribs and beams. A series of horizontal holes in the end ribs are spaced at a selected constant spacing such that adjacent panels may be fastened together through them. In one type of panel, the slab is separated from the ribs to provide an air gap. Connections between holes in two adjacent concrete wall panels are made by a hollow conduit having an abutment at either end to engage the concrete wall panels. Other connections between adjacent panels involve a stitch with legs which extend through holes in the beams. Other connections involve a space made by vertical channels of horizontally adjacent panels. A plate fitted into the space aligns the adjacent panels and may extend upwards to align upper panels. Load bearing horizontal holes through the ribs are reinforced with reinforcing bar in the concrete arranged in generally triangular shapes. The concrete panels are formed in a form with sub-forms aligned by rods which create horizontal holes of the desired size and placement when removed.

Concrete panel construction system

The present invention relates to building panels used in the construction industry, and more specifically composite building panels comprised of an insulative core, concrete, and carbon fiber which are preformed, cast and transported to a building site for modular construction.

Method and apparatus for a composite concrete panel with transversely oriented carbon fiber reinforcement

An insulative panel with transverse fiber reinforcements is provided and which is adopted for use with a plurality of building materials such as concrete to create a lightweight, high strength building panel having superior insulative properties

Insulative building panel with transverse fiber reinforcement

A precast, waffle corner panel is featured for modular construction of buildings and edifices. The corner panel maintains dimensional incrementing in wall construction previously lost by the practice of overlapping two adjacent walls to form a corner. All connections and securements are achieved within the interior framework of the panel.

Modular, precast corner panels

The invention features a beam hanger for use in combination with a precast foundation wall unit. The beam hanger allows for the mass production of identical foundation wall units, since it can be placed at regular intervals along the foundation length. The beam hanger eliminates the requirement for precast beam pockets that prevent identical, mass production wall units.

Beam hanger for precast foundations

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Modular, precast corner panels

Beam hanger for precast foundations