A building structure including a first building member and a second building member may be connected by a plurality of fasteners, each fastener having a head, a threaded portion having a through hardness of between HRB 70 and HRC 40, a thread-forming portion of at least HRC 50 hardness enabling the fastener to form threads in at least the second steel building member, and a fluted lead portion of at least HRC 50 hardness with a nominal diameter between 70 and 95% of major diameter, such that the fastener is capable of providing a ratio of strip torque to thread-forming torque of at least 3.0 and a ratio of strip torque to drive torque greater than 6.0 when the second steel building member having a thickness of 0.25 inch and the fluted lead portion having at least one diameter within nominal diameter between 80 and 98% of major diameter.

A masonry anchor comprising an anchor member having a socket formed in one end, the socket being configured to receive and secure a mounting portion of a mounting fastener.

A bracket forms one or more U-channel for receiving a beam that supports a portion of a building. An adjustable structure for supporting a beam includes the bracket and a concrete footer or pier having an anchor bolt, wherein the anchor bolt has one end securely embedded within the concrete and threaded end extending upward from the concrete. A leveling nut is threaded onto the anchor bolt below a base plate of the bracket, a top nut is threaded onto the second end of the anchor bolt above the base plate, and a block is disposed between the concrete footer or pier and the base plate to support the weight of the beam. The adjustable structure enables a person to adjust the elevation of an identified portion of a building that is not level.

An adjustable railing post-to-substrate embed system for anchoring a railing post having a railing base with plural railing base anchor holes includes: a plate, having anchor holes; a plurality of nuts, a first end of each nut being arranged proximate a respective one of the anchor holes, the first end of each nut being configured to be selectively and removably threadingly engaged, via the respective anchor hole, with one selected from the group consisting of: respective upper protective bolts, and respective bolts of the railing base; and a plurality of anchors, each being configured to adjustably threadingly engage a second end of a respective one of the nuts, distal the respective anchor hole, each of the anchors being individually adjustable in length by threadable engagement with the second end of the respective one of the nuts.

Various implementations include methods and apparatuses for constructing a concrete structure. In one implementation, a structure includes a pre-cast concrete column section and a pre-cast concrete beam section. The column section includes an embedded first assembly with a threaded rod, and the beam section includes an embedded second assembly defining a channel for receiving the threaded rod. Grout is fed through a joint between the column and beam sections into the second assembly to couple the threaded rod with the second assembly. The grout is urged through the joint and the second assembly by gravity and by applying vacuum suction to a grout port defined by the second assembly. The grout port extends between the channel of the second assembly and an external face of the beam section.

The present invention pertains to an element of an autoclave aerated concrete (AAC) material having a web of a second material different from AAC embedded therein and generally centrally disposed in a depth dimension of the element and between two planar faces and the second material supporting hardware for connecting the element to other structures.

An undercut anchor having an at least partially threaded rod portion having an outer thread diameter D.sub.ROD. The anchor having an expansion feature coupled to the rod portion and an expansion sleeve having an outer diameter D.sub.OUTER SLEEVE, an inner diameter D.sub.INNER SLEEVE and a wall thickness T.sub.SLEEVE. Furthermore, the expansion sleeve has a plurality of circumferentially distributed fingers which are configured to flex outwards when a ramp portion of length L.sub.RAMP of each of the respective fingers is forced against the expansion feature during installation of the undercut anchor. The fingers each having a length L.sub.FINGER and a distance therebetween of W.sub.SLOT.

A cured concrete and stone bore working tool and method of forming radially oriented discontinuities in a bore or perforation formed in a cured concrete or stone material such that, after use or application of the tool, the perforation formed in the cured concrete or stone material is configured to provide a non-planar adhesive interface and isolate a properly sized anchor or fastener from direct contact with the wall of the bore. Fasteners or anchors adhesively secured in bores previously treated with the bore treating tool exhibit improved creep failure performance as compared to fasteners adhesively secured to untreated bores.

An alignment tool and method that is easy to use during the installation of a base of a commercial storage rack over bolts extending up from a warehouse floor. The alignment tool comprises a cylindrical body having a first conically shaped upper end and a second lower end having a bolt receiving hollow opening therein. The opening extends up into said cylindrical body along a longitudinal axis of the body. The method includes placing the opening down over the bolts, with the conical top facing up, to protect the bolts and align the base as it is lowered over the bolts. The alignment tool can be easily removed, prior to bolting the base to the floor, such as with a removal tool through a hole in the alignment tool.

An anchor assembly for being embedded in concrete includes a metal plate including an opening, the metal plate including a top surface and bottom surface; the opening including a wall extending from the top surface or the bottom surface; and a threaded rod operably attached to the metal plate.