The invention comprises a product. The product comprises a foam insulating panel, the panel having a first primary surface and an opposite second primary surface, wherein the foam insulating panel defines at least one recessed channel in the first primary surface, the at least one recessed channel being sized and shaped to provide a mold for a structural reinforcing member. The product also comprises a concrete panel formed on the first primary surface and filling the at least one recessed channel so as to provide a structural reinforcing member for the concrete panel. The product further comprises an elongate anchor member in the foam insulating panel and extending from the first primary surface of the foam insulating panel into the concrete panel. A method of making a composite reinforced insulated concrete structure is also disclosed.

A profiled rail assembly for casting into concrete. The profiled rail assembly includes a profiled rail including a rail body having a rail slot extending in the direction of a longitudinal axis of the profiled rail, and a reinforcing body including a head element and at least one tension element protruding from the head element, the head element opposite the at least one tension element having a head element major face defining a contact surface for a formwork element. The at least one tension element is connected to the profiled rail.

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.

The present invention relates to a device and a method associated with the device. With respect to the device, it is a structural connector for fastening structural components in insulated concrete formwork (ICF). The structural connector consists of a double threaded cylinder bolt assembly that aligns through openings in the ICF wall. One end of the cylinder bolt assembly embeds into the cavity of the ICF wall where openings in the cylinder bolt assembly receive concrete and reinforcement bars. The other end of the cylinder bolt assembly is threaded to receive a double threaded washer head bolt. The cylinder bolt assembly is used to mount ledger boards, floor joist hangers and roof truss connectors to the ICF wall, locking them together acting as one unit in withstanding bending and uplift loads imposed by large forces such as floor and roof truss systems.

A rail assembly is provided, suitable for embedding in concrete, including a profile rail having a rail body, wherein the rail body has a first lateral wall, a second lateral wall, a first rail lip protruding from the first lateral wall, and a second rail lip protruding from the second lateral wall. The rail assembly has a reinforcing element with a force-absorbing body, wherein the force-absorbing body is positioned in front of the first lateral wall of the profile rail for contacting the first lateral wall of the profile rail with the force-absorbing body. A construction body having a concrete element, in which a rail assembly of this type is embedded is also provided, as is a method

A reinforcing bar joint includes: cylindrical bodies each including an inner surface including a female thread part; joint members each including one end portion including a joint male thread part; and a connecting member configured to connect a pair of the joint members which face each other, such that the pair of the joint members are allowed to move in the longitudinal direction and in an orthogonal direction to the longitudinal direction. Each of the cylindrical bodies includes one end portion configured to threadedly engage with a reinforcing bar male thread part at an end portion of one of reinforcing bars, and the other end portion configured to threadedly engage with the joint male thread part at the one end portion of a corresponding one of the joint members.

A prefabricated wall panel defines a panel plane and a peripheral edge includes a plurality of material layers parallel to the panel plane and superimposed on one another, including a load-bearing layer made of reinforced cement, a protective layer distanced from the load-bearing layer, and a heat-insulating layer formed on a side of the load-bearing layer opposite to the protective layer. An air circulation gap is formed between two layers of the material layers so as to separate the two layers from each other. The air circulation gap is open on the entire peripheral edge. A plurality of spacer connectors extends in a direction transversal to the panel plane through the air circulation gap, each spacer connector having a first anchoring end fixed in the protective layer and a second anchoring end fixed in the load-bearing layer.

A veneer tie for use in a wall to join an inner wall member and an outer wall member of the wall. The outer wall member is formed from successive courses of masonry units with a mortar-filled bed joint between each two adjacent courses. The veneer tie has an installation axis that extends generally perpendicular to the outer wall member when the veneer tie is being used to join the inner wall member to the outer wall member. The veneer tie includes an attachment portion to be attached to a wall anchor used to secure the veneer tie to the inner wall member. An insertion portion of the veneer tie is coupled to the attachment portion that is to be disposed in the bed joint. The insertion portion includes a first recess and a second recess. The first recess is disposed at a first location on the insertion portion and the second recess disposed at a second location on the insertion portion. The first and second locations are spaced apart from one another in a direction parallel to the installation axis of the veneer tie. The first and second recesses receive a reinforcement member of a wall reinforcement.

An anchor unit that is fully or at least partially embedded in a structure, such as a ceiling, in a structural element made from a casting compound of the structure and/or permanently fixed or fixable in a form-fitting and/or force-locked manner, with at least one anchor head which includes at least one holding fixture which is accessible from the outside and into which a fixing means can be inserted and fixed therein, and with at least one rod-shaped or wire-shaped anchoring element which is fixed to the anchor head, which is inelastic along its longitudinal direction and flexibly bendable transversely to its longitudinal direction. The anchor head in the permanently arranged state is arranged between a free surface of the structural element and a reinforcement means, of which there is at least one, arranged in the structural element arranged and the holding fixture is freely accessible from the outside.

An anchor bolt fastener assembly with specialized connection capabilities and features for attaching building components to concrete slabs, walls, ceilings, and/or structural surfaces. Compression force can be established and maintained over time using a compression washer in combination with a specialized fastener stud that is designed to exploit the compression washer benefits. Methods of using exemplary embodiments include installing the anchor bolt fastener assembly relatively flush with the surface of the concrete slurry by direct insertion in the slurry using a specialized threaded anchor bolt float. Once the slurry hardens, the anchor bolt and anchor bolt float embedded in the concrete slurry cooperate with the specialized fastener stud to secure the building component to the concrete.