A method of fabricating panels includes providing an insert having an interior portion with a top portion and a positioning stop opposite the top portion, and an exterior portion including a fastener hem. Further, the method includes placing the insert in a mold such that only the fastener hem and the positioning stop contact the mold and centering the insert in the mold with the top portion and the positioning stop. The method also includes filling the mold with a casting material such that the interior portion is submerged in the casting material including the top portion, but some of the positioning stop is not submerged in the casting material, curing the casting material to form a panel on the insert, and removing the panel form the mold.

A method for moulding a part, including the following steps: placing at least one pre-stressing device in a first element; placing the first element facing a second element; pre-stressing the at least one pre-stressing device; introducing ultra-high performance fibre concrete into the reception volume; controlling gradual modification of one of the elements; and removing the tubular element from the mould.

A reinforced anchor assembly for lifting a tilt-up and precast insulated concrete panel provides an erection anchor that is configured to be precast in an edge portion of an insulated concrete panel and span between outer concrete layers of the insulated concrete panel. The erection anchor includes a central portion with a lifting hole configured to be positioned between the outer concrete layers for engage a lifting device. The erection anchor also includes lateral portions on opposing sides of the central portion that each include reinforcement apertures. A plurality of reinforcement bars are each configured to be precast in one of the outer layers of concrete and engage one of the reinforcement apertures in the erection anchor, such that the plurality of reinforcement bars support the insulated concrete panel under shear and tension loading forces.

An anchoring member (15) capable of being integrated into a facing element (10) for the creation of stabilised earth structures, comprising a shell (21) that defines a recess (18) with a mouth (13). An anchoring bar (20) extends transversely within the recess (18) in such a way that, in use, an elongated stabilising member for stabilised earth structures, such as a strip or similar, can be made to pass around it by inserting it into the mouth (13).

An insert for lifting and leveling a precast concrete slab is provided. The insert includes a sleeve that extends through the concrete slab and has two distinct threaded portions on an inner surface of the sleeve. This configuration allows a lifting bolt to be positioned into an upper end of the sleeve to lift the concrete slab, and a different-sized leveling bolt to be positioned in the sleeve to selectively elevate or raise part of the concrete slab relative to a ground surface.

A manufactured panel includes a body having a front, back, top, bottom and side walls, the side walls extend between the front and back, and an interior volume located between the front, back, top, bottom and side walls. An insert having an interior portion is embedded within the interior volume of the body, and an exterior portion extends from the interior portion to an exterior of the body. The exterior portion includes stand-offs protruding from the body, such that at least some of the stand-offs are connected to each other inside the interior volume of the body. At least some of the stand-offs are independent and detached from each other on the exterior of the body.

A device for stabilizing a concrete form includes an anchoring member with a channel aligned along a first axis, and elongate members with cavities aligned along a second axis, the elongate members coupled to form a frame. The device may include an anchoring post for insertion through the channel of the anchoring member to secure the device to a surface, and sliders with elongate bodies for insertion into the cavities of the elongate members, where the sliders are affixed to an engagement member structurally configured for engaging the concrete form. First retaining members may be structurally configured to engage the anchoring post when inserted through the channel of the anchoring member thereby maintaining a position of the frame along the first axis. Second retaining members may be structurally configured to engage a slider when inserted into the elongate member thereby maintaining a position of the slider along the second axis.

Concrete coupling assembly comprises a base holder for being attached to a concrete forming surface, the base holder including a central opening; a coupler having one end disposed within the central opening, the coupler having an axis for being positioned substantially transverse to the forming surface, the coupler having first and second threaded bores through the one end for attachment of a threaded rod; and a separate anchor body threadedly attached to another end of the coupler.

Concrete coupling assembly comprises a base holder for being attached to a concrete forming surface, the base holder including a central opening; a coupler having one end disposed within the central opening, the coupler having an axis for being positioned substantially transverse to the forming surface, the coupler having first and second threaded bores through the one end for attachment of a threaded rod; and a separate anchor body threadedly attached to another end of the coupler.

An erosion control mat provides a plurality of concrete blocks. Each block has an upper portion with a plurality of upper inclined side walls. Each block has a lower portion with a plurality of inclined lower side walls. The block has an upper surface and a lower surface and a block periphery in the form of an edge where the upper and lower side walls meet. Cables or ropes connect the blocks together to form a block matrix and the erosion control mat. Each block has a boot affixed to the block lower portion, the boot having a plurality of inclined side panels. Each boot side panel has an upper edge. The boot has a lower panel, a boot interior surface and an interior that is receptive of at least part of the block lower portion. The boot inclined side panels engage the block inclined lower side walls. The boot lower panel engages the block lower surface. A plurality of anchor posts are attached to the interior surface of the boot. Some of the anchor posts are attached to the side wall panels to enable a connection to be formed between the boot inclined side panels and the block inclined lower side walls. Some of the anchor posts are attached to the lower panel of the boot to enable a connection to be formed between the boot lower panel and the block lower surface. As part of the method, the boot is first placed in a mold. Slurried concrete is then added to the mold so that a connection is formed between the boot anchor posts and the concrete when the concrete sets after a time period.