A method of joining a first panel and a second panel with an adhesive and flow drill screws is provided. The adhesive is applied in a continuous strip and the flow drill screws are inserted through the first panel, the continuous strip of adhesive, and through a second panel. Material displaced by the flow drill screw forms a collar. An intermediate portion of the collar defines a bond gap for the adhesive between the panels. An assembly is made according to the method includes the intermediate collar portion formed by the flow drill screw displacing material from the panels that sets a bond gap between the first and second panels for the adhesive.

A fastener includes a shank defining a shank root, a head, a drilling portion and main threads. The main threads divide the shank root into recessed root sections. Each main thread with two cutting faces which converge at an edge is inclined to a shank axis by 60 to 82 degrees. At least one main lobe projects from the recessed root section and flares outward to at least a midpoint of at least one cutting face between the recessed root section and the edge of the main thread. The inclination allows the main threads to have a large rotating angle for increasing cutting and drilling efficiency. The extension of the main lobe supports the main thread to bear the drilling stress to prevent the shank and main threads from snapping and allow debris accommodation to provide a firm fastening effect.

A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.

A method is provided for producing a steel component assembly, wherein a steel component having a predetermined breaking point is provided and the predetermined breaking point of the steel component is punched through by way of a press-fit element in order to form an opening. Subsequently, the press-fit element is pressed into the opening of the steel component, and, at least in overlap with the press-fit element, a component is adhesively bonded to the steel component by an adhesive applied over an area. A friction-drilling hole is melted through the press-fit element, the steel component and the component by way of a friction-drilling element.

A sheet metal screw includes one or more of a tapered self-drilling tip, an asymmetric thread angle and/or a trilobular thread edge profile.

A thread rolling screw molten through friction which is involved in metal plate installation field is publicized in the invention, and it is used to solve the problem that the method for breaking through the tradition is not formed for current connecting thread of metal plate structure to realize the simple and rapid efficiency improvement. The top of locating tip of the stated cone is connected with the expanding cone in a fixed way. The top of the stated expanding cone is connected with the pored shaping section in a fixed way. The top of the stated pored shaping section is connected with the transition section in a fixed way. The top of the stated transition section is connected with the self-tapping thread section in a fixed way. The external surface of the stated self-tapping thread section is set with tapered thread. The top of the stated self-tapping thread section is connected with the cylindrical locking thread section in a fixed way. The external surface of the stated cylindrical locking thread section is set with external thread. The top of the stated cylindrical locking thread section is connected with the transition fillet in a fixed way. The top of the stated transition fillet is connected with the concave storage ring in a fixed way. The top of the stated concave storage ring is connected with the flange in a fixed way.

A facade panel screw for the optimized fastening of facade panel elements on a substructure has a head with very large diameter D.sub.K, a substantially cylinder cross-sectional shaft, which is at least partially provided with a thread (nominal diameter D.sub.S) and a conical tip comprising a tip angle γ. The thread extends continuously from the shaft to the tip. It is characterizing that the tip angle γ is 45°+/−10°, the thread is embodied at least in a two-threaded manner, the head diameter D.sub.K is embodied at least twice as large as the nominal diameter D.sub.S; and the facade panel screw does not have a drill tip. Such a facade panel screw is used in a fastening arrangement, which comprises a load-bearing component (substructure) and a facade panel. Due to its design, the facade panel screw is able to simplify the fastening of the facade panel and to at least partially correct an inclined positioning in response to the installation.

A joint structure includes: a first steel plate; a second steel plate disposed along the first steel plate; a laser welding part that joins together a joint face part, which configures a first part of the first steel plate, and the second steel plate from one side in a plate thickness direction of the first steel plate and the second steel plate; and a fastening member that is screwed into, and fastens together, the second steel plate and a general face part from the one side in the plate thickness direction, the general face part configuring a second part of the first steel plate, being provided adjacent to the joint face part, and being disposed so as to be spaced apart from the second steel plate at the one side in the plate thickness direction.

A fastener has a generally cylindrical shank and a driver at a first end of the shank. The shank has a thread having a first side and a second side opposed to the first side. The first and second sides form a compound angle between the shank and an apex where the first and second sides meet. The compound angle is formed by a body portion extending along the first and second sides from the shank to an intersection, and a crest portion extending along the first and second sides from the intersection to the apex. The first and second sides in the body portion form a body angle with respect to each other, and the first and second sides in the crest portion form a crest angle with respect to each other. The crest angle is greater than the body angle.

A facade panel screw for the optimized fastening of facade panel elements to a substructure has a head having a very large diameter, a subsequent, essentially cylindrical shaft section (22) extending along a central longitudinal axis (A) and a subsequent tip region (23). The shaft section (22) includes, as viewed from the head, a threadless underhead section (24), a stop collar (25) and a threaded section (28). The thread in a first part (26) of the threaded section (28) subsequent to the stop collar (25) has an outer diameter D.sub.r, which is attenuated compared to the thread in a second part (27) with outer diameter D.sub.n, over several convolutions, so that D.sub.r<D.sub.n. This threaded section 26 allows a controlled overwinding of the facade panel screw in use. A corresponding fastening arrangement includes a facade panel, a substructure for transferring the load to a building surface and the facade panel screw.