Abstract: The present invention relates to a prefabricated deck unit for a building system, the deck unit including: a reinforcing framework encased in a composite material, the reinforcing framework comprising: a first metal mesh unit, a plurality of interspaced spheroidal void formers attached to or in intimate contact with the first mesh unit, and a second mesh unit resting upon, or attached to, the spheroidal void formers, wherein the framework defines at least one terminal channel on at least one end of the deck unit, the terminal channel being shaped and dimensioned to snugly receive an elongate connecting rod for connecting the deck unit to a further structural element of the building system.

Abstract: Stay-in-place forms and methods and equipment for installing thereof. A concrete form includes a vertical component and a horizontal component, the vertical component located substantially perpendicular to the horizontal component. Also, the form includes an interior surface, at least a portion of the interior surface providing a form for supporting uncured concrete; wherein the uncured concrete forms a concrete structural portion upon curing of the uncured concrete; and wherein the interior surface remains attached to the concrete structural portion after curing. The form may include inserts and compatible form attachments. Also, forms including recesses may be utilized to reduce the weight thereof. Lifting equipment and accessories may be utilized to lift the form from a form holder and set same in place. Forms contain the work area as soon as it is installed to minimize fall hazards and the time, costs, and downtime associated with installation of safety measures.

Abstract: An improved insulating block that offers great structural strength by having an interconnected block material structure with cavities filled with insulating material. The paths from the front face to the back face of the block through the block material are adapted to ensure an improved thermal insulation of the block, while providing a high load bearing capacity and allowing continuation of longitudinal reinforcement. This results in a block that can be easily manipulated and handled. Furthermore, the invention provides a method of manufacturing and a use of said blocks, and a wall or structure of said blocks.

Abstract: Various implementations are directed to a single face building block and masonry wall assembly and methods. Each building block includes a single face shell, first and second webs extending from an interior surface of the face shell, and a pier that has a proximal surface disposed between distal ends of the webs and a distal surface that is opposite and spaced apart from the proximal surface of the pier. Interior surfaces of the webs, the proximal surface of the pier, and a portion of the interior surface of the face shell between the webs define a pocket. In addition, the building blocks may include a ledge that extends outwardly from the distal surface of the pier. This ledge forms a channel with an upper surface of the pier stacked above the block.

Abstract: A revetment block comprising a body having a first surface, a second surface and a plurality of peripherally extending side edges. The body has at least two arms extending laterally outwardly from the respective side edges and at least two sockets extending laterally inwardly from the respective side edges. There is at least one hole extending through the body, the hole having a first and a second portion. The first portion of the hole opens through the first surface of the block while the second opens through the second surface of the block. The first and second portions intersect interiorly of the block. The cross-sectional area of the first portion is less than the cross-sectional area of the second portion at the intersection of the first and second portions. Accordingly, the intersection of the first and second portions forms a ledge.

Abstract: The present invention includes a method and a unit for a masonry wall system, each unit comprising a face shell wherein the interior surface has a transverse axis running from the top surface to the bottom surface of the face shell, and one or more webs having a front end and a rear end, wherein the rear end of each web is integral with or attached to the interior surface of the face shell along the transverse axis. The method for wall construction further comprising positioning one or more vertical reinforcement rods or tendons with one end embedded in a wall-foundation and laying a layer wall units on the wall-foundation such that the one or more webs of the layers of wall units are aligned, and the vertical reinforcement rods or tendons run through or are adjacent to the webs of the wall units.

Abstract: A lift anchor assembly is characterized by a lift anchor defining a longitudinal axis, a bilaterally symmetrical lift plate, an opening through the lift plate bisected by the longitudinal axis, a bilaterally symmetrical embedment portion spaced away from and coupled with the lift plate, and a pair of elongate legs, each coupled with the embedment portion and with the lift plate parallel to the longitudinal axis. A recess insert is characterized by a pair of pivotably coupled concave insert shells defining a chamber and a longitudinal plane of symmetry. An elongate rod-like shear bar is characterized by a U-shaped bend. The recess insert is engageable with the lift anchor by coupling the insert shells on either side of the lift anchor through the opening. The shear bar is engageable with the lift anchor and recess insert by positioning the U-shaped bend over the lift plate and the opening.

Abstract: The precast concrete floating structure for supporting a wind turbine comprises a precast SPAR-type monolithic platform made of concrete prestressed by means of active reinforcement bars. The structure is formed by a cylindrical section (13) finished at its lower end by a hemispheric cap (23) which acts as a flotation element and another cylindrical and/or frustoconical upper section (12), located above sea level, which acts as a support for the wind turbine. The structure is moored to the seabed by means of cable lines 20, through heavy ballasting elements or suction piles (16) capable of counteracting the vertical and horizontal components induced by the cables.

Abstract: A building panel comprises 2 parallel slabs separated by a layer of insulation. Each of a pair of planar plate-like lift wings has a 1st and a 2nd lift wing portion. Each of the 1st lift wing portions is penetrated by at least one through opening. A planar plate-like lift head defines a plane of symmetry orthogonal thereto. 1st and 2nd lift head portions are symmetrically disposed on either side of the plane of symmetry. Each lift head portion is penetrated by at least one through opening symmetrically disposed relative to the plane of symmetry. Each lift head portion is penetrated by at least one through opening symmetrically disposed relative to the plane of symmetry. The lift head is attachable to both lift wings when the 1st lift wing portions are orthogonal to the plane of symmetry. The lift head is detachable from both lift wings to eliminate thermal conductivity between the lift wings.

Abstract: A transportable prefabricated container house includes a main body and a house forming body, configured to be housed in the main body and drawn out of the main body at the installation site to be expanded/assembled into a house threefold the size of the main body. Assembly of the pre-assembled square “U”-shape walls sandwiched between the floor and ceiling boards includes tightly tying the ceiling supporting beams and the floor supporting beams together with shackles, and passing steel rods or pipes between the walls to render the house immune from earthquakes and hurricanes. A foundation of steel pipe bodies assists earthquake- and hurricane-resistance. Mega structures housing multitudes of container houses can be used when stacking two or more container houses is insufficient and large scale urban development is necessary, and are capable of resisting earthquakes and hurricanes due to a system of wire mesh covering.

Abstract: A C-type underbracing has developed for installing on a lower portion of a utility pole for firmly anchoring the utility pole. The underbracing is comprised of: a body (12) formed a half-annular or C-shape with a rectangular cross section; a pair of the enlarged end portions (11, 11?) having larger rectangular cross section than that of the body; a pair of the conjunction (17, 17?) for connecting between the body and the enlarged end portions; a hook receiving hole (13) horizontally through a center of the body, and a pair of nut mounting portions (16, 16?) formed flat surfaces for seating the nuts and a pair of slit-shaped holes (14, 14?) for horizontally inserting U-bolts (20) through the body portion, the nut mounting portions and slit-shaped holes disposed both sides of said hook receiving hole, and an earth plate (30) made of conductive material is attached to the bottom surface of the body.

Abstract: An alternative steel and concrete target configurable to represent a wide variety of military surplus vehicles is described herein. The alternative steel and concrete target is used as a hard target for training on high explosives bombing ranges.

Abstract: The invention relates to a method for constructing a wind energy plant and to a wind energy plant as such. An aim of one aspect of the invention is to provide a method for constructing wind energy plants at lower expenses and more rapidly. According to one aspect, a method for constructing a wind energy plant that comprises a tower that is based on a foundation and an electrical power module, the power module is mounted on the tower foundation before the tower itself is constructed. The power module comprises a transformer and optionally an inverter or other electrical installations, such as for example switch cabinets, that are provided for controlling the wind energy plant and/or for guiding the electrical power that is provided by the generator of the wind energy plant and that is fed to a network.

Abstract: The present invention relates towards an erection lift anchor with welding plate assembly for embedment in a concrete member, such as a precast or tilt-up wall. The erection anchor of the present invention allows for concrete members, such as walls, to be positioned by the use of standard lifting equipment (cranes with cable attachments, etc.) by connecting lifting attachments to the erection lift anchor which is embedded in a concrete member. The present invention also allows for concrete members to be connected together via the erection lift anchor whereby the welding plate of one erection lift anchor embedded in a first concrete member is welded to the welding plate of another erection lift member embedded in a second concrete member.

Abstract: An anchoring device adapted to be partially buried in a concrete member during forming thereof for cooperation with a pick-up unit, the anchoring device comprising an integrally formed lifting pin and a void former.

Abstract: One preferred embodiment of an improved concrete anchor designed in accordance with the present invention for embedment in a concrete panel or the like includes an elongated bar having substantially flat parallel faces, an inner end disposed within the panel, an outer end disposed within a recess in the surface of the concrete panel and side edges extending between the faces. The side edges extend in continuously diverging relationship from adjacent the outer end to adjacent the inner end. In accordance with another embodiment, the preferred concrete anchor includes an elongated bar having substantially flat parallel faces; an inner end disposed within the panel; an outer end disposed within a recess in the surface of the concrete panel; and side edges, preferably substantially straight, which extend in a substantially parallel relationship between the faces. The outer end includes spaced, outwardly-projecting extensions disposed adjacent the side edges of the bar and, preferably, an elongated opening.

Abstract: A insulated building block for providing insulation to a structure. The insulated building block includes a member has top and bottom faces, and front and back faces. The member has a spaced apart pair of insulation spaces extending therethrough between the top and bottom faces of the member. The member has at least one vent space extending therethrough between the top and bottom faces of the member. The vent space is interposed between the insulating spaces and the front face of the member.

Abstract: An apparatus for use in concrete construction is characterized by a body having a first portion configured to be set into concrete during the casting of that concrete, and which can be removed from the concrete after the concrete has set, and thereby may be reused in a similar manner with other concrete castings. The body of the apparatus is preferably generally cylindrical and preferably includes a serrated exterior surface. The body also preferably includes a second portion configured to facilitate removal of the apparatus from the concrete, and further includes an engagement member with which other devices may be engaged. The second portion may also be engageable with an alignment member to facilitate the accuracy of insertion and removal of the apparatus from the concrete. The serrated exterior preferably interferingly engages with at least one reinforcing element formed in the concrete, to assist in positioning of the concrete.