Abstract: This invention relates to collet-type fittings (201) for use in collet-type splices and collet-type dead ends and methods for splicing together two aluminum conductor composite core reinforced cables (ACCC) or terminating one ACCC cable. The collet-type fittings (201) comprise a collet (202) coincident with a collet housing (204) to hold the composite cores. The composite cores can be stripped of the aluminum conductor to provide a bond between the collet (202) and the composite core. After inserting the composite core into the collet (202), a compression element (206) compresses the collet (202). The collet (202) holds the composite core with frictional forces and the collet (202) further compresses and strengthens the hold on the composite core if the composite core pulls the collet (202) further into the collet housing (204).

Abstract: An insulated concrete panel having one or more tendons positioned in the insulation layer inside the panel which are put into tension after the concrete panel has been formed.

Abstract: A method for calculating using a digital computer an approximation of properties of a concrete sandwich panel. The method allows for a manufacturer of concrete sandwich panels to design sandwich panels using a range of available components to meet architectural specifications.

Abstract: This invention relates to an aluminum conductor composite core reinforced cable (ACCC) and method of manufacture. An ACCC cable has a composite core surrounded by at least one layer of aluminum conductor. The composite core comprises a plurality of fibers from at least one fiber type in one or more matrix materials. The composite core can have a maximum operating temperature capability above 100° C. or within the range of about ?45° C. to about 230° C., at least 50% fiber to resin volume fraction, a tensile strength in the range of about 160 Ksi to about 370 Ksi, a modulus of elasticity in the range of about 7 Msi to about 37 Msi and a coefficient of thermal expansion in the range of about ?0.7×10?6 m/m/° C. to about 6×10?6 m/m° C. According to the invention, a B-stage forming process may be used to form the composite core at improved speeds over pultrusion processes wherein the speeds ranges from about 9 ft/min to about 60 ft/min.

Abstract: A through-insulation connector assembly for use in the construction of insulated concrete sandwich wall. The connector assembly includes a spool-shaped connector body comprised of two, interconnecting pieces and a tie that engages the connector body. The two pieces of the connector body are installed at the place of manufacture in a sheet of foam insulation board that will be used as the insulation layer in the construction of an insulated concrete sandwich wall.

Abstract: A concrete sandwich panel is provided with a first dry-cast hollowcore concrete layer having pre-stressing strands, and a second concrete layer, and an insulation layer sandwiched therebetween. The insulation layer includes pre-formed holes. A tool is used to form holes in the first concrete layer aligned with the insulation holes. Adhesive is injected into the concrete holes, with connectors extending through the insulation layer and into the concrete holes. The adhesive, when cured, locks the connector in the hollowcore concrete layer. The upper concrete layer is cast over the insulation layer so as to embed the upper ends of the connectors. The plasticity of the upper concrete layer, which may result from vibration energy input to low-slump concrete, allows the concrete to consolidate around the upper ends of the connectors. When the concrete layers cure, the connectors tie the layers together to preclude excessive shear displacement between the concrete.

Abstract: Precast insulated concrete wall panels are made by pouring a first concrete layer into a form. An insulation layer is then supported above the first concrete layer so as to create a space therebetween. The second concrete layer is then poured on top of the insulation layer before the first concrete layer has cured. Connectors are anchored in the first and second concrete layers so as to tie the layers together. After the first and second concrete layers have cured, the wall panels can be lifted, transported, and assembled into a wall structure. An intermediate layer of concrete can be poured into the air gap of the wall panels such that the panels define the form for the intermediate concrete layer and become an integral part of the wall structure. The wall structure may extend below or above grade and may be multi-tiered. The edges of the wall panels are contoured so as to interlockingly matingly engage when assembled into the wall structure.

Abstract: An insulated wall includes first and second spaced apart layers of concrete having a layer of insulating material sandwiched therebetween. Extending through the insulative layer are a plurality of spike connectors having their opposite ends protruding into the two concrete layers and having their central portions extending through the insulating material. On of the opposite ends of the spike connectors is pointed so as to permit it to be punched through the insulative layer. The opposite ends of the spikes each include a holding surface facing at least partially toward the central insulative layer and holding the concrete layers against movement away from the insulative layer. C-shaped connectors may also be used in a similar fashion with hook ends hooked over elongated cables extending within the two concrete layers so as to tie them together.

Abstract: An improved concrete wall structure is provided with an insulation layer sandwiched between concrete layers. The insulation layer includes a vapor film on at least one side. An extruded channel member is fit onto the edge of a sheet of insulation and has a vapor film fit into a longitudinal groove extending along the channel member. The vapor films on the channel members of adjacent wall panels cooperate to bridge the gap between adjacent panels and thereby provide a vapor seal in the space between the adjacent panels.

Abstract: An apparatus and method is provided for producing composite reinforcement elements having high tensile strength and anchoring points for retaining the elements in concrete or masonry. The apparatus includes a creel station having a plurality of fibers, and a placement station for arranging the fibers into a multi-fiber roving. The roving is passed through a resin bath for coating the roving with a corrosion resistant material. The coated roving is heated so as to partially cure the coating material. The roving is then continuously pulled through a rotary die station which imparts a desired shape or profile to the composite element. The element is also heated in the rotary die station so as to complete the curing process.

Abstract: The method of making a reinforced composite structure utilizing an initially amorphous foam core element containing a high volume of macro and micro spheres mixed in a thermosetting resin with said core element being contained between resin-impregnated, fibrous reinforcing layers such that the resin of the core element remains in the core element when the composite is molded under heat and pressure.

Abstract: A method of forming a layered composite material of the type formed under heat and low pressure and to one outer surface of which a protective thermosetting polymer is bonded.

Abstract: An apparatus for forming continuous lengths of composite material comprised of a core of resilient and open-cell foam material impregnated with an uncured thermosetting resin and which core element is overlaid with at least one outer layer of a reinforcing material.

Abstract: A composite structure comprising a layer of initially resilient foam material having open and connected cells one portion of which is impregnated with a first polymerizable resin system and another portion of which is impregnated with a second polymerizable resin system and which resin systems are concurrently polymerized while maintaining the resilient foam layer under compression whereby each polymerized resin is disposed as a continuous and rigid resin phase throughout respectively adjacent portions of said foam material.