A wall lifting assembly includes a bracket which includes a lateral portion forming a right angle with a lower portion and forming a right angle with an upper portion. The lower portion is spaced from the upper portion to define a wall space for insertably receiving a top plate of a framed exterior wall. The bracket has an attachment point integrated and a lifting line can engage the attachment point. In this way the framed exterior wall can be lifted with the lifting line when the bracket is positioned on the framed exterior wall. A plurality of nuts is each of the nuts is coupled to the upper portion of the bracket. A plurality of bolts is each threadable through a respective one of the nuts when the top plate is positioned in the wall space to inhibit the top plate from sliding out of the wall space when the bracket is lifted.

An erection anchor is provided having a head and first and second legs affixed to opposite sides of the head, whereby the first and second legs each have a threaded lower section extending downward, away from the head. The erection anchor may be embedded in a precast concrete panel, such as a multilayer panel having an insulation core layer sandwiched between concrete layers. The erection anchor may be embedded in the multilayer panel with the head exposed and the first and second legs each embedded in a concrete layer on opposite sides of the insulation layer.

Systems and methods for a concrete apparatus with incorporated lifter are provided. A concrete apparatus is formed by placing a reinforcement system in a mold. The reinforcement system comprises a lifter. Concrete is poured into the mold such that the lifter protrudes from the poured concrete. After the concrete has hardened and the mold is removed, the lifter is used to carry and position the concrete apparatus. After the concrete apparatus is positioned, the lifter is removed at the circumference of the concrete apparatus leaving no holes, thereby eliminating water leakage due to lifting methods.

Improved tilt-up and precast construction panels and improved methods for creating the same address deficiencies in the current tilt-up and precast construction panels. Improved tilt-up and precast construction panels use less concrete and less steel reinforcement and weigh less than current tilt-up and precast construction panels. Additionally, improved tilt-up and precast construction panels have greater insulative properties (both heat and sound) than do current tilt-up and precast construction panels. Improved tilt-up and precast construction panels require less labor on the construction site, thereby increasing efficiency and profitability of construction crews. Additional advantages of implementations of the invention will become apparent through the following description and by practice of implementations of the invention.

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.

A slab anchor that is resizable in the field to accommodate different thicknesses of slabs. The anchor may have a top assembly and a bottom assembly that are joined by pipe such as widely available PVC pipe. A contractor can simply determine the desired width of the slab (which determines the height of the anchor) and cut a PVC pipe to the length necessary to make a slab anchor of the needed height. This system allows contractors to keep on hand only a single type of slab anchor, and to customize this anchor easily at the last minute for each slab. The top assembly of the anchor may have a coil that a fastener screws into after the concrete is poured; a coil protector screw may be placed into the coil during pouring so that concrete does not fill the coil, and removed thereafter to install the fastener.

Improved tilt-up and precast construction panels and improved methods for creating the same address deficiencies in the current tilt-up and precast construction panels. Improved tilt-up and precast construction panels use less concrete and less steel reinforcement and weigh less than current tilt-up and precast construction panels. Additionally, improved tilt-up and precast construction panels have greater insulative properties (both heat and sound) than do current tilt-up and precast construction panels. Improved tilt-up and precast construction panels require less labor on the construction site, thereby increasing efficiency and profitability of construction crews. Additional advantages of implementations of the invention will become apparent through the following description and by practice of implementations of the invention.

A foldable blast proof protective structure comprising a foldable walls envelope with integrated door, a detachable ceiling and a detachable floor, wherein such a modular design of the structure enables a complete assembly within a few simple steps, for which no special tools or heavy cranes are required.

The disclosed systems for automated building construction may include upright supports, a support platform coupled to and vertically movable relative to the upright supports, and a bridge platform coupled to and horizontally movable along the support platform. A track may be mounted on the bridge platform, and a robotic arm may be coupled to and movable along the track. The robotic arm may be configured to retrieve structural insulated panels and to position the structural insulated panels to construct at least a portion of a building. Various other related systems and methods are also disclosed.

A building outrigger apparatus to provide an elevated work space or debris removal or crane services for use between concrete slabs of a building under construction having a container or platform to support a container or platform, a plurality of support beams, each support beam positioned lengthwise under the floor of the container and extend therefrom the sides, a pair of spaced apart outrigger beams, a first outrigger end and a second outrigger end, each second outrigger end in contact with and affixed to the upper side of each support beam end, the other outrigger beam end removeably anchored to the slab floor with the front edge of the container flush with the exterior or front slab edge, and, thus, functions to efficiently move or remove materials and tools or personnel space from floor to floor as construction phases move vertically.