Abstract: A luggage shell fabrication method includes the step of making a thermoplastic sheet into a shell using a vacuum molding method, the step of placing the shell in a female mold area of a heating mold, the step of applying a molten thermosetting plastic layer to the inner surface of the shell; and the step of pressing the thermosetting plastic layer toward the inner surface of the shell and simultaneously heating the molten thermosetting plastic layer and the shell for causing the shell and the thermosetting plastic layer to be combined with each other to form a luggage shell.

Abstract: A retention housing for receiving at least one load transfer member is provided. In some embodiments, the retention housing and load transfer member may be included in a sandwich wall panel or a double wall panel. The load transfer member may transfer loads between first and second concrete elements. The retention housing may include first and second retention members, at least one guide member, and a size indicator for aligning the retention members with respect to each other. The guide member may retain the load transfer member at a predetermined angle. In some embodiments, the size indicator may correspond to the thickness of an insulation layer, such as in a sandwich wall panel. The retention housing may further include at least one depth locating means. A retention housing including first and second retention members may further include means for connecting the first and second retention members, such as in an aligned position.

Abstract: A seat structure with function of suspension includes a seat tube and a cushion body installed on the seat tube. The seat tube and cushion body are made of carbon-fiber materials. The cushion body includes an integrated seat and a bracket. The bracket is installed on the seat tube. The bracket is an arc piece. The front end of the bracket and the front end of the seat are integrally molded and connected to form a first angle. The rear end of the bracket and the rear end of the seat are integrally molded and connected to form a second angle. The first angle and the second angle are less than 90°, thereby enabling the seat being good elasticity relative to the bracket, which can effectively reduce the vibration transferred from the seat tube. The seat structure has larger elasticity coefficient and better effect of damping.

Abstract: Provided is a compression member for a thermally broken connector assembly, such as for a balcony. In one embodiment, the compression member includes an elongated body which extends into first and second independent concrete structural elements. The elongated body includes a cross-section. The cross-section may include at least two independent rounded surfaces. The cross-section may include at least one corner, which may be rounded. The cross-section may further include at least one leg. The first and second independent concrete structural elements may extend in horizontal planes when the independent concrete structural elements are in their service position. The compression member transfers compression forces between the first and second independent concrete structural elements. Furthermore, the compression member may be independent of the internal reinforcing, or rebar, of one or both independent concrete structural elements.

Abstract: A seat structure with function of suspension includes a seat tube and a cushion body installed on the seat tube. The seat tube and cushion body are made of carbon-fiber materials. The cushion body includes an integrated seat and a bracket. The bracket is installed on the seat tube. The bracket is an arc piece. The front end of the bracket and the front end of the seat are integrally molded and connected to form a first angle. The rear end of the bracket and the rear end of the seat are integrally molded and connected to form a second angle. The first angle and the second angle are less than 90°, thereby enabling the seat being good elasticity relative to the bracket, which can effectively reduce the vibration transferred from the seat tube. The seat structure has larger elasticity coefficient and better effect of damping.

Abstract: A load transfer device is provided to connect concrete elements including, but not limited to, sandwich and double wall panel wythes, roof, floor, balcony and canopy members, and pavement. The device may be used to connect and transfer loads between the components of sandwich and double wall panels. The device includes two load transfer members positioned at an angle with respect to one another. Additionally provided are a retention housing for retaining one or more load transfer members at their angled positions and a depth locating means for retaining one or more load transfer members at their proper depth. Also provided are sandwich wall panels and double wall panels employing the load transfer device and methods for manufacturing sandwich wall panels and double wall panels employing the disclosed load transfer device.

Abstract: A wheel hub includes a wheel rim and a support. The wheel rim has an inner rim surface, an outer rim surface and a connection concave. The wheel rim is composed of a metallic layer and a carbon fiber layer. The outer rim surface has an outer wall to be the metallic layer. The wheel hub is composed of the metallic layer and the carbon fiber layer. Compared to the conventional wheel hub made of a single metallic material or a carbon fiber material, the wheel hub made of metal and carbon fiber of the present invention is light in weight, endurable, and cost-effective. The outer wall of the outer rim surface of the conventional wheel hub is easily to be damaged by an external force when in use, which result in a break of the carbon fiber to lose the strength of the carbon fiber.

Abstract: A form tie for use in constructing building components and structures, including but not limited to concrete walls, concrete sandwich walls, and concrete foundations is disclosed. The form tie includes a central body portion and two end portions. The two end portions each include a taper that decreases in width inwardly toward the center of the form tie. Also disclosed is a clamp device for releasably securing the form tie to a form assembly. The clamp device includes a tapered passageway that grips a taper of the end portions of the disclosed form tie. Also disclosed is a form assembly including a first form wall, second form wall, and at least one form tie and clamp device of the present invention.

Abstract: A load transfer device is provided to connect concrete elements including, but not limited to, sandwich and double wall panel wythes, roof, floor, balcony and canopy members, and pavement. The device may be used to connect and transfer loads between the components of sandwich and double wall panels. The device includes two load transfer members positioned at an angle with respect to one another. Additionally provided are a retention housing for retaining one or more load transfer members at their angled positions and a depth locating means for retaining one or more load transfer members at their proper depth. Also provided are sandwich wall panels and double wall panels employing the load transfer device and methods for manufacturing sandwich wall panels and double wall panels employing the disclosed load transfer device.

Abstract: A load transfer device is provided to connect concrete elements including, but not limited to, sandwich and double wall panel wythes, roof, floor, balcony and canopy members, and pavement. The device may be used to connect and transfer loads between the components of sandwich and double wall panels. The device includes two load transfer members positioned at an angle with respect to one another. Additionally provided are a retention housing for retaining one or more load transfer members at their angled positions and a depth locating means for retaining one or more load transfer members at their proper depth. Also provided are sandwich wall panels and double wall panels employing the load transfer device and methods for manufacturing sandwich wall panels and double wall panels employing the disclosed load transfer device.

Abstract: A wheel hub includes a wheel rim and a support. The wheel rim has an inner rim surface, an outer rim surface and a connection concave. The wheel rim is composed of a metallic layer and a carbon fiber layer. The outer rim surface has an outer wall to be the metallic layer. The wheel hub is composed of the metallic layer and the carbon fiber layer. Compared to the conventional wheel hub made of a single metallic material or a carbon fiber material, the wheel hub made of metal and carbon fiber of the present invention is light in weight, endurable, and cost-effective. The outer wall of the outer rim surface of the conventional wheel hub is easily to be damaged by an external force when in use, which result in a break of the carbon fiber to lose the strength of the carbon fiber.

Abstract: A form tie for use in constructing building components and structures, including but not limited to concrete walls, concrete sandwich walls, and concrete foundations is disclosed. The form tie includes a central body portion and two end portions. The two end portions each include a taper that decreases in width inwardly toward the center of the form tie. Also disclosed is a clamp device for releasably securing the form tie to a form assembly. The clamp device includes a tapered passageway that grips a taper of the end portions of the disclosed form tie. Also disclosed is a form assembly including a first form wall, second form wall, and at least one form tie and clamp device of the present invention.

Abstract: Wide-body connectors are provided for concrete sandwich walls. Each connector includes a body with longitudinally thickened portions defining flanges and a thinner inner connecting web extending between the flanges. The flanges provide increased bending stiffness for the connector, while the web provides enhanced shear transfer between the concrete layers of the wall. Anchoring surfaces are formed into or overmolded onto the body to anchor the ends of the connector in the concrete layers of the wall and assist in the creation of end moments ofr the transfer of forces between the concrete layers. Preferably, a lip is provided on the connector to limit the penetration of the connector through the insulation layer of the wall. The connectors transfer forces between the concrete layers, without thermal bridging, such that the wall has a substantially composite character.

Abstract: A load transfer device is provided to connect concrete elements including, but not limited to, sandwich and double wall panel wythes, roof, floor, balcony and canopy members, and pavement. The device may be used to connect and transfer loads between the components of sandwich and double wall panels. The device includes two load transfer members positioned at an angle with respect to one another. Additionally provided are a retention housing for retaining one or more load transfer members at their angled positions and a depth locating means for retaining one or more load transfer members at their proper depth. Also provided are sandwich wall panels and double wall panels employing the load transfer device and methods for manufacturing sandwich wall panels and double wall panels employing the disclosed load transfer device.

Abstract: A concrete forming apparatus having an inside form panel and an outside form panel spaced opposite from the inside form panel to create a gap into which plastic concrete will be placed and cured. A sheet of rigid insulation of a reduced height less than the height of the form panels is placed in the gap. A plurality of tie sleeves are pre-inserted through the insulation at regular intervals. A plurality of form ties are releasably connected to at least one of the form panels and extended through the tie sleeve to support the reduced height sheet of insulation at the desired vertical position. The tie sleeve strengthens the insulation in the area of the form tie and prevents damage to the insulation and prevents vertical movement of the insulation during placement and curing of the plastic concrete.

Abstract: A symmetrical load transfer device for use in insulated concrete wall panels. The symmetrical shape allows for forces induced in manufacturing, transportation, installation and nature to transfer through the device equally to both concrete wythes of the wall panel. The load transfer device is preferably made of a thermoplastic or thermoset resin matrix incorporating continuous filaments, such as glass rovings. The low thermal conductivity of the matrix of filaments and resins greatly reduce thermal bridging of the insulation layer while maintaining structural integrity of the wall panel.

Abstract: An integral bicycle frame includes a single-piece molded front frame unit with first and second joined regions, and a single-piece molded rear frame unit with upper and lower anchored regions which are respectively coupled with the first and second joined regions through upper and lower coupling joints. Each of the upper and lower coupling joints has a tubular socket blank and a plug blank which respectively have inner and outer tubular surfaces matingly fitted to each other. The inner and outer tubular surfaces of one of the coupling joints are configured to respectively diverge and converge toward each other so as to facilitate inter-engagement therebetween.

Abstract: A method for forming integrally insulated concrete sandwich walls or wall components is disclosed. The walls are fabricated by casting the walls vertically and pumping the concrete from the bottom of the form or from sides near the base. Walls fabricated thus can be used in commercial, industrial, residential, and agricultural buildings. These walls can be cast on-site or in a manufacturing plant.

Abstract: A fiber composite connector element for production of concrete cavity walls having a shaft with anchorage ends and one or more locating flanges. The anchorage ends provide bi-directional force transfer between the connector body and surrounding concrete. The connector may include a flange for orientation of the connector shaft perpendicular to a plastic concrete layer and for setting the depth of penetration of the connector into a concrete layer.

Abstract: This invention relates to collet-type splices and collet-type dead ends and methods for splicing together two electricity transmission cables or terminating one electricity transmission cable, the cables comprising a composite core surrounded by a conductor. The collet-type fittings use a collet inside a collet housing to hold the composite cores without penetrating or otherwise weakening the core itself. The composite cores can be stripped of the aluminum conductor to provide a bond between the collet and the composite core. The collet seats within the collet housing thereby holding the composite core with frictional forces. The design of the collet enables the composite core to stretch longitudinally through the collet to strengthen the frictional hold.