Abstract: The invention describes a process and a unit, both enabling to attach a wind turbine tower to a foundation, as well as describes also a wind turbine incorporating the unit. The process features a stage of installation of a support element for the transmission of stresses from the tower to the foundation, followed by a stage of levelling the support element and pouring foundation concrete up to the support element's lower side so that the lower side is adhered to the poured concrete once it has set. The unit comprises at least one support element.

Abstract: The embodiments herein disclose a method and system for fabricating a non load bearing partition wall with an internal cavity having partition. The non load bearing partition wall comprises at-least two pre-cast concrete panels arranged in back to back fashion. The pre-cast concrete panel comprises several ribs for enhancing the stiffness matrix. The two ribs are adopted at the two opposite edges of the pre-cast concrete panel and one rib is adopted at the center. The non load bearing partition wall comprises a cavity formed between the pre-cast concrete wall panels. The cavity uses the concept of monolithic property to prevent bending along the width and length, with a special method of anchorage. The panel comprises an inbuilt duct facility to add service fixtures and also to allow for modifications after installation.

Abstract: A sleeve for creating a moveable anchor in concrete may include an open end and a closed end. A cavity may be formed within a rigid wall, and the cavity and the rigid wall may extend from the open end to the closed end. The sleeve may also include a hollow foot section formed at the closed end and in communication with the cavity. An adjustable anchor system may include a sleeve and a moveable bolt. The sleeve may include cavity extending from an open end to a closed end. The sleeve may also include a hollow foot section formed at the closed end and in communication with the cavity. The bolt may include a shaft disposed within the cavity and extending through the open end, and an angled portion disposed within the foot section.

Abstract: A stay-in-place lining is provided for lining a structure fabricated from concrete. The lining comprises a plurality of panels connectable via complementary connector components on their longitudinal edges. Each panel comprises a first connector component on a first longitudinal edge thereof and a second (complementary) connector component on a second longitudinal edge thereof. The lining comprises at least one edge-to-edge connection between the first connector component of a first panel and the second connector component of a second panel, the edge-to-edge connection comprising a protrusion of the first panel extended into a receptacle of the second panel through a receptacle opening. The receptacle is shaped to prevent removal of the protrusion from the receptacle and the receptacle is resiliently deformed by the extension of the protrusion into the receptacle to thereby apply a restorative force to the protrusion to maintain the edge-to-edge connection.

Abstract: A post-tensioned continuous strand hoop reinforcement for concrete foundations is provided. The post-tensioned continuous strand hoop reinforcement compresses the concrete to prevent cracking and significantly reduces foundation deflection and distortion which increases rotational stiffness in anchor caps, spread foundations, and like foundation configurations.

Abstract: Elevator liner apparatuses are pre-fabricated corresponding to an amount of multiple floors of a building being constructed. Each elevator liner apparatus includes a liner frame sized to accommodate an elevator cab and elevator rails within the liner frame. Rail mounting brackets are mounted to interior walls of the liner frame. The rail mounting brackets have elevator rail sections affixed thereto and have mounting bracket studs mounting the rail mounting brackets to the liner frame and extending beyond exterior walls of the liner frame. Anchor spikes are mounted to the liner frame and extend beyond the exterior of the liner frame such that plywood forms configured to form concrete elevator shaft walls are coupleable to the anchor spikes. Concrete is pourable between the plywood forms and the exterior of the liner frame. The concrete when dried affixes the mounting bracket studs and the anchor spikes in the dried concrete.

Abstract: A tower foundation (10) has a base slab (11), pillar slabs (12), and a crown stab (13), all of which are made of precast concrete structures. The pillar slab is formed with a unitary mold (40) with one continuous internal chamber (41) which includes multiple leg cavities (42) which have three sidewalls (43) that are all angled outwardly from the bottom of the mold to the top of the mold. The mold produces a pillar slab which has multiple legs (12?) wherein each of the three sidewall surface (46) of each leg is set at an angle a.

Abstract: A method of forming a post sleeve within a post hole in the ground to include a post receiving cavity to insertably receive and support a post is provided. The method includes positioning a post sleeve core within the post hole with the aid of an elongate installation member and depositing uncured material into the post hole to at least partially surround the post sleeve core while the post sleeve core is attached to the elongate installation member. The method further includes allowing the uncured material to harden around the post sleeve core to form at least a portion of the post-receiving cavity of the post sleeve and removing the post sleeve core from the hardened material to expose the post receiving cavity to receive and support the post. Other related methods of forming post sleeves are also provided.

Abstract: A dowel supporting device that includes a substantially hollow tube having a top end and a bottom end. An opening may be formed at the top end and a base may be formed at the bottom end. The base of the dowel supporting device may be fastened to a concrete deck. Concrete may be poured into the concrete deck. When dowels are ready to be used, the dowels may be inserted and secured to the dowel supporting device.

Abstract: A new procedure for constructing cryogenic storage tanks involves erecting a freestanding metal liner. The liner is sized and configured to withstand the hydraulic forces the concrete wall of the tank being poured without the need for temporary stiffeners on the inside surface of lower portions of the liner. Lateral tension ties can be connected to anchor ties on an outward surface of the liner and used to tie the liner to outer formwork. These ties may be spaced up to about 2 m apart. Studs can also be provided on the outer surface of the liner, and a cylindrical ring of cryogenic steel can be integrated into the liner.

Abstract: A dowel bracket is used for concrete wall or masonry wall construction. A rebar support bracket includes an elongated vertical member. The elongated vertical member has a first edge and an opposing second edge, where the first edge defines recesses. The rebar support bracket further includes a horizontal member projecting perpendicularly at a lower end of the elongated vertical member making an angled portion. The horizontal member has a planar surface that defines at least one mounting aperture provided to mount the rebar support bracket.

Abstract: A hanger for a cementitious building unit including: a first hanger component having: a body; and at least one first interlocking portion arranged in (a) predetermined position(s) on the body of the first hanger component a second hanger component including: a body; at least two second interlocking portions arranged in (a) predetermined position(s) on the body of the second hanger component; and an overhanging portion adapted to abut a building support surface wherein the first interlocking portions and second interlocking portions are complimentary to each other and provide for vertical height adjustment of the first hanger component in relation to the second hanger component; and the first hanger component also has at least one first connecting portion for a tension tie for anchorage within the cementitious building unit.

Abstract: A protective shelter and methods for manufacturing are disclosed. A protective shelter includes a room having a plurality of sides and a roof to form an enclosed space where the sides and roof of the shelter are reinforced with a plurality of reinforcing rods and the reinforcing rods of the sides are connected to the reinforcing rods of the roof, at least one opening in one of the sides for a door to provide access to the enclosed space of the room, at least four channel base rails that have a pair of top edges, a channel bottom defined between the pair of top edges, a first end and a second end and where the base rails are incorporated into the bottom portions of each side of the room, a plurality of vertical dead bolt anchors welded to the channel bottoms of the base rails and a lower end of at least one of the reinforcing rods of the sides is wired to an upper end of one of the plurality of vertical dead bolt anchors.

Abstract: A port anchor system and method for anchoring and cementing adjacent and often separated leaves (layered structures) of masonry. The method and various embodiments have the capability of being used for anchoring, cleaning and flushing of old mortar, and injecting grout into internal masonry voids, thereby tying and re-cementing or cementing the masonry mass back together. Various embodiments of anchor systems are provided for performing the various methods, more particularly, some of the embodiments describe port anchors which are used to clean and flush the old mortar and then grout fill the void between adjacent masonry leaves while other embodiments are used to grout fill the void.

Abstract: A method is provided for reinforcing concreted plates in the region of support elements with reinforcement elements, which are each composed of a longitudinally stable, bendable, strap-like base body with two loops. A bore is made in the concreted plate for each reinforcement element. The end region of the bore remote from the pressure-side surface of the concreted plate is drilled out and the one loop of the reinforcement element is pressed together and is led through the bore until this loop has reached the drilled-out hole and expands. The bore is filled with a mortar-type mass. The other loop of the reinforcement element is fixed with an anchor head, which supports itself on the pressure-side surface of the concreted plate.

Abstract: A threaded anchor for concrete metal deck floors includes a hollow plastic sleeve having an internally threaded top portion, a flared top end forming several outwardly-extending fingers, and a bottom end. A threaded bolt has a head end and a shaft with external threads mating with the threads of the hollow plastic sleeve. The shaft of the bolt includes internal threads having at least two different diameters. A nut is threaded to mate with the external threads on the bolt. In use, the assembled insert is punched in place through a hole formed in a metal deck layer. The fingers of the plastic sleeve collapse as the assembly is passed through the hole and expand below the deck. The nut is then tightened against the top of the deck to hold the insert in place.

Abstract: The disclosure describes, in part, techniques for designing, fabricating and installing structural caps with a core and composite sleeves to be coupled to structural members of a foundation, such as an installed radial array of batter angled micropiles. These structural caps with sleeves are lightweight and, thus, more portable to difficult-access sites. Once at the sites, operators may fixedly couple these caps to the micropiles or other structural members to form a foundation for a structure to be installed at the difficult-access site.

Abstract: In a foundation for a wind turbine, the foundation has a large number of anchor bolts which are axially placed within the bore hole for mounting a tower flange of the wind turbine. In contrast to the practiced method, the present invention utilizes the fabrication of separate bolt packages, in which the bolts of each bolt package are configured to have an inner arc of bolts and outer arc of bolts, where each bolt in the bolt package is retained, by position retention means, in a fixed position with respect to the position of the other anchor bolts in the pre-assembled package. The present invention describes the position retention means for forming each pre-assembled package and a method of using the position retentions for constructing a foundation for a wind turbine.

Abstract: A blockout mold is mountable on an anchor bolt to enable a recess to be formed around the anchor bolt when concrete is poured, and is easily stripped from the recess after the concrete has set. The blockout mold has a body and a neck portion with an elongate bore therethrough to receive the shank of the anchor bolt. Pairs of vertically spaced slots in the neck portion enable a releasable clip to selectively secure the neck portion to the shank; while the body has a sleeve of compressible material to enable the blockout mold to be stripped from the recess.

Abstract: A method for finishing an edge of an insulating concrete form wall constructed from insulating concrete form blocks having a cavity including covering a top surface of a side panel and a top portion of an exterior surface with an elongated member having two surface portions coupled together with an intermediate portion positioned between the two surface portions the intermediate portion being dimensioned and positioned for enclosing an end of the side panel and a portion of an opening to the cavity and attaching a plurality of wire ties positioned along the elongated member between the elongated member and rebar members positioned within the cavity, said coupling devices being attached before, during and after concrete being received within the cavity.

Abstract: An architecture is presented that provides a rebar sleeve device. The rebar sleeve device comprises a tubular unit with an opening at atleast one end thereof for receipt of a rebar dowel. The tubular unit is typically positioned horizontally and can be elevated by a back extension component and a front extension component secured to the base unit. The front extension component comprises an opening through which the rebar dowel is inserted. The opening of the front extension component comprises a protective covering. The protective covering prevents concrete from filling in the opening, but allows for the insertion of a rebar dowel. A connection component connects a plurality of the rebar sleeve devices together to form a single unit.

Abstract: In the case of a mounting rail (1) for embedding into a curable construction material (3), e.g. concrete (4), with a support profile (2), with at least one opening (14) made in the mounting rail (1), especially in the support profile (2), and with an anti-corrosion coating (7) created on the surface of the mounting rail (1), an adequate corrosion protection of the mounting rail (1) should exist in the area of the openings (14), even when the mounting rail (1) is hot-galvanized before the openings (14) for nails (16) or screws are created in the mounting rail (1). A plug is inserted into the at least one opening (14), so that the at least one opening (14) is closed by the plug.

Abstract: A slab edge casing for finishing a slab edge is provided. The casing comprises a face which defines a finished slab edge for an unfinished slab edge; and, a base which extends from the face. The base is connectable to one of a slab face that is adjacent the unfinished slab edge or is registerable with the unfinished slab edge. The face and base have respective inside surfaces that define a form into which concrete is poured and allowed to cure. One of the face and base also comprise a reinforcing element mount for receiving a reinforcing element that extends from the unfinished slab edge. A method for installing the casing is also provided.

Abstract: Systems and methods of transferring loads between adjacent cast-in-place slabs, such as concrete slabs, and for accurately positioning dowels between adjacent sections of slabs are provided. A generally planar plate-type dowel is used which may be positioned within a cutaway in a preexisting slab of concrete. The dowel is shaped to generally conform to the shape of the cutaway, which is made by a saw blade. Once the dowel is positioned within the preexisting slab, a new slab is poured adjacent the preexisting slab. Rubber seals are included on the edges of the dowels to provide spacing or a gap between the dowel and the preexisting slab to allow for lateral independent movement of the adjacent slabs, and to prevent concrete from the newly poured second slab from entering into the gap. A saw unit for making a generally planar cut horizontally into an edge of a hardened concrete slab is also provided.

Abstract: A kit for enabling rapid and efficient installation of cast-in shear wall anchors is disclosed. The kit comprises a pre-manufactured base plate, a threaded rod segment of a predetermined length, a threaded coupler and a plug with a marker feature. The threaded rod segment is installed into the base plate and a threaded coupler is installed onto the threaded rod segment. The plug is installed into the threaded coupler. The plug features a marker feature that is preferably flexible, intended to protrude above the poured concrete surface to aid in locating the anchor after the concrete is cured, while the rest of the assembled anchor remains below the surface. The flexible nature of the marker feature prevents it from interfering with finishing equipment. The threaded rod segment is of a length predetermined to position the top of the threaded coupler just below the poured concrete surface in a typical installation.

Abstract: A column support footing, and a method for utilizing the same, allows structural columns to be installed after a cement floor is poured rather than pouring the floor after the columns are set. The column support footing comprises an apparatus which is utilized for setting the column after the concrete floor has been poured. The apparatus comprises a column support sleeve which has an upwardly facing open end for receiving the bottom end of the column. Extending downwardly from the apparatus is an anchor member, which is set within a concrete footing member. The concrete floor may be poured after the first concrete footing member has set around a portion of the anchor member. The concrete floor provides lateral support to the column support sleeve. The column may then be placed and secured within the column support sleeve after the concrete floor has been installed for the structure.

Abstract: A foundation interface for a concrete foundation for the support of a structure comprises a prefabricated concrete element with a plurality of through holes, which are geometrically arranged to correspond to an arrangement of holes or bolts of a structure to be supported. Further, a method for fabricating a concrete foundation comprising such a foundation interface is provided.

Abstract: Systems and methods for constructing composite wall structures are described in which opposing faceplates are provided that define a transverse void. A plurality of through connector assemblies, which span the transverse void between the faceplates, are attached with the opposing faceplate. A connecting mechanism is applied to the through connector assemblies from an outside of at least one of the faceplates and attaches with portions of the through connector assemblies in the transverse void. The transverse void may be filled with a fill material after attaching the opposing faceplates with the plurality of through connector assemblies.

Abstract: Bracket for holding a pipe in position during the pouring of a concrete foundation and thereafter serving as a nail shield for the pipe and/or as a structural tie or strap in constructing a wall on the foundation. The bracket has an upright base engagable with an inner face of a form board, and first and second flanges extending in opposite directions from the base for engagement with an upper edge of the form board and with the pipe, with the first flange being bendably attached to the base in a manner permitting it to be bent from a horizontal position perpendicular to the pipe to an upright, shielding position parallel to the pipe. The bracket is attached to the form board with the first flange in its horizontal position on top of the board, and the pipe is attached to the second flange, with a portion of the pipe extending above the form board. Concrete is poured to the top of the form board and allowed to set.

Abstract: A wall form tie retrieval system is disclosed that provides a wall form tie casing. The casing can be a channel sized to fit between two assembled concrete wall forms. A lid can be manufactured to fit on the channel to surround the wall form tie when assembled. The wall form tie secures the two concrete wall forms together and the channel can space the forms apart a predetermined distance. The channel can have an open side and a lid to engage the open side of the channel such that placement of the lid substantially encloses the wall tie. After concrete is poured and cured, the wall form tie can be removed from the casing and re-used. The plastic or reinforced paper wall tie casings can be manufactured for a fraction of the cost of the metal ties, thus saving money in the construction of concrete walls.

Abstract: A system for accelerated manufacturing of concrete modular housing units including a first deck platform including a plurality of exterior movable wall forms. A second deck platform including a plurality of exterior movable wall forms. A first concrete slab is placed on the first deck platform. At least one core including a plurality of core walls placed on the first concrete slab. The exterior movable wall forms of the first deck platform are positioned proximate the core walls to define a wall space there between configured to receive wet concrete and create a first concrete modular housing unit. A second concrete slab is placed on the second deck platform.

Abstract: A method, forming panel and system provide for monolithic pouring of concrete columns, beams and elevated decks. The forming panel may be variously sized and dimensioned to serve as a beam forming member or a column forming member, and includes a frame having at least one reinforcing member having a plurality of penetration indicators which are not in registry, at least initially, with any opening in a face plate of the form. The penetration indicators serve as markers and preferably guide templates for drilling openings at preselected locations in the face plate at corresponding to the indicators. The openings so drilled are part of coupler-receiving passages, whereby forms may be variously configured in different dimensions or arrangements. The forms may be configured to provide column form assemblies, beam form assemblies, or receive floor forms in a variety of configurations, and may be readily reconfigured and reused by plugging openings which are in currently undesired locations.

Abstract: A structural reinforcement system that is implemented during the preparation of the area when pouring a concrete slab such as, but not limited to, commercial and residential floors, patios and driveways. The system includes digging foundation holes that are selectively disposed around the area being poured. The system further includes positioning steel bars above the ground in the lower twenty-five percent (25%), rather than upper fifty percent (50%) as known in the prior art, of the concrete being poured. In this manner, the poured concrete encapsulates the lattice in the lower twenty-five percent (25%) of the concrete when it hardens. As a result, the system improves and often removes the possibility of any cracks in the concrete and eliminates the need for saw joints. In addition, due to the stability created with the addition of strategically placed foundation holes, less concrete is required on the job resulting in a significant cost savings.

Abstract: A method for finishing a top edge of an insulating concrete form wall constructed from an insulating concrete form block having two opposing side panels defining a cavity there between, the method including covering a top surface of a side panel and a top portion of an exterior surface of the side panel that is proximate to the top surface with an elongated member having two surface portions coupled together with an intermediate portion positioned between the two surface portions in a substantially parallel position. The intermediate portion being dimensioned and positioned for enclosing an end of the side panel and a portion of an opening to the cavity and wherein one of the two parallel surface portions is dimensioned and positioned for covering a portion of the side panel proximate to the end.

Abstract: A false formwork system (40) includes a plurality of sideforms (17) which are able to be interconnected to define a perimeter of an opening in a panel to be cast. A support structure (24) is carried by the sideforms (17) for supporting components (26) used to mould a false skim coat overlying the opening when the panel is cast. An opening demarcation portion (21) is carried by each of at least some of the sideforms (17). Each opening demarcation portion (21) defines a zone of weakness to demarcate the skim coat of the cast panel from a remainder of the panel and to facilitate removal of the skim coat from the remainder of the panel by breakage along the zone of weakness.

Abstract: The invention provides a tower construction e.g. for a wind mill and a method of laying a foundation of a tower construction. The tower construction (1) comprises a concrete element (2), and a base flange (3) from which a tower wall (4) extends upwardly. The base flange is supported by an intermediate support structure (5) positioned on the concrete element (2). The support structure (5) is more rigid than the concrete element (2) and comprises a resilient pressure distributing element (6) which is soft relative to the concrete element (2). Furthermore, the invention provides a support structure for a tower construction.

Abstract: In a building component or shuttering body (2) for the production of a wall structure including to oppositely located and substantially parallel, plate-shaped elements (6, 7) connected by at least two spacers (1), wherein the free space between the plate-shaped elements (6, 7) is fillable with an, in particular, settable mass, e.g. concrete, it is provided that it comprises at least two spacers (1) of polystyrene, in particular expandable polystyrene of elevated density, as well as plate-shaped elements (6, 7) of polystyrene, in particular expandable polystyrene, so as to enable the production of a building component (2) in a simple and cost-effective manner.

Abstract: A plurality of pre-formed panels are provided. Each panel comprises construction boards held apart from each other by spaced apertured metal strength members (2) to form a sandwich construction. Each strength member is provided with at least one bar (10) extending beyond an edge of the construction boards. Each strength member has a bar receiving portion (63) associated with its end opposite the at least one bar. To construct a wall, a first such panel is first erected with its strength members (2) extending vertically and with the bars (10) projecting above the remainder of the panel. The void between the construction boards is then filled with a settable material. A second panel is located vertically above the first by slotting the bars of the first panel into bar receiving portions of strength members in the second panel. Thereafter, the void between the construction boards of the second panel is filled with the settable material.

Abstract: An apparatus for use in providing a level grout surface for placement of a wind turbine tower flange, the apparatus comprising a template member levelly suspended on the anchor bolts above the grout trough, wherein the template member comprises a surface to which grout will not adhere. The template member can comprise an upper layer and a lower grout engagement layer, wherein the grout engagement layer comprises a surface to which grout will not adhere. The upper layer can comprise a metallic layer, and the lower layer can comprise a plastic layer, wherein the upper layer and the lower layer are bonded together. The lower layer can comprise polypropylene. The means of bonding are selected from the group consisting of mechanical bonding, thermal bonding and chemical bonding. The grout can comprise an epoxy grout. The template member can be suspended through the use of magnetic nuts or the use of a rotating sleeve. The template member can comprise a plurality of sections, and can comprise a circular form.

Abstract: A method for the earthwork of a foundation sunk for a wind energy facility, which has the following steps: an anchor cage is provided, consisting of an anchor plate and several anchoring bolts which are connected with the anchor plate, the free ends of the anchoring bolts are guided through bores in at least one load distribution plate the load distribution plate lays on at least three bolt nuts, which are screwed on the anchoring bolts, a reinforcement for the foundation sunk is mounted and the anchor cage is poured in with the reinforcement, the anchoring bolts protruding with the bolt nuts in this, upon subsequent tightening of the anchoring bolts between anchor plate and load distribution plate, the bolt nuts are stripped over the thread of the anchoring bolt and loose their supporting capability.

Abstract: A method and system are provided for constructing large, continuous, concrete slabs without using conventional shrinkage joints. The system comprises a grid of closely-spaced crack inducers (2) arranged relative to a concrete-pouring surface and adapted to be covered by concrete. The crack inducers (2) may be connected to one another with connectors (10). The crack inducers (2) are of a size, shape and spacing to promote formation of fine cracks in the vicinity of the inducers (2) throughout the slab when the concrete sets.

Abstract: A method and system are provided for constructing large, continuous, concrete slabs without using conventional shrinkage joints. The system comprises a grid of closely-spaced crack inducers (2) arranged relative to a concrete-pouring surface and adapted to be covered by concrete. The crack inducers (2) may be connected to one another with connectors (10). The crack inducers (2) are of a size, shape and spacing to promote formation of fine cracks in the vicinity of the inducers (2) throughout the slab when the concrete sets.

Abstract: A method for restoring load transfer capability across a joint between two adjacent concrete slabs includes cutting a perpendicular to the joint and extending into each of the adjoining slabs. A generally flat joint tie is positioned in the slot before filling the slot with polymer concrete. The joint tie may have holes extending between the broad faces of the joint tie, with rounded corners, and made of fiberglass.

Abstract: A method for constructing modular high-rise buildings is described. Precast modules forming a portion of a level of the building are formed at ground level, and are lifted in position on the level being assembled. Most of the finishing and testing work for the precast modules is carried out at ground level, resulting in a safer and less expensive construction. Once in place on the building's level, the precast modules are secured with concrete pours and other strengthening devices.

Abstract: A wall cladding anchorage has a rod with ends loosely enveloped by fabric sleeves. The wall is drilled to receive one end and the cladding is drilled, or otherwise formed with a cavity, to receive the other end. Either the wall or the cladding may have the anchorage fixed first, by grout being injected to expand the sleeve and seep through it to bond to the drilling or cavity wall. Then the cladding is offered up and the other sleeve likewise expanded, the grout being injected via a duct leading between the cladding and the wall. Instead of a single part rod, there may be two elements, such as a tube and a rod that screws into it, each with a sleeve so that the cladding or wall need not have significantly projections until shortly before the cladding is fixed. It is also possible to have a single sleeve over the whole rod and inject grout into its central zone, between the wall and cladding.

Abstract: A finish mounted framed building element such as a window or doorway sidelight or the like is mounted in a space provided in rough framing structures in a wall, by inserting facing sheets, preferably of sheet metal, into the framing jambs up to a variable depth in slots provided at the perimeters of the door or window frame opening. The space between the sheets can be substantially confined as a foaming composition is injected and permitted to expand and cure in place. The foam locks the sheets to the framing jambs of the window or doorway sidelight, etc. This provides a wall panel with a correctly sized and correctly positioned internal opening, for example to receive a window frame or doorway sidelight or other insert structure. The invention also supports or reinforces the window or doorway generally, for example to support the hinged side of a door jamb adjacent to a door sidelight.

Abstract: An attachment system for use with a concrete form for securing an object within concrete as it cures is described. The attachment system comprises a sacrificial securing element and a tie rod with a first end and a second end. The first end removably engages the sacrificial securing element. Together, the tie rod and the sacrificial securing element jointly secure the object to the inside face of the concrete form. Moreover, the attachment system secures an object by using a single form and can be used when adding siding or exterior designs. In another aspect, a method of securing an object within a concrete wall using a concrete form is described. The method includes the steps of positioning the object in contact with an inner face of the concrete form and positioning a sacrificial securing element proximate the object and amidst a channel. The method also includes pouring cement within the channel and curing the cement to form the concrete wall.

Abstract: A wall plate for attaching a structural beam to a masonry wall is disclosed. The wall plate has a flat plate having at least two bolt holes and an absence of nail holes therethrough. At least one anchor is fixed to the flat plate and extends from one side of it. Means are welded to that side which have at least two threaded apertures therethrough, where each aperture is aligned with a bolt hole. There is a removable covering over the means.

Abstract: A method for attaching a window well to the outer surface of a window opening. The method includes providing a window well mold, and providing a window well clip for use with the mold, the clip having a first face and a second intersecting face. An opening is provided in the first face for receiving a bolt, with a sheath aligned with the opening. A support member is provided extending between the two faces to provide rigidity for the well clip. Means are provided for removably attaching the clip to the window mold, and the clip is attached to the mold to form a mold-clip assembly. The assembly is next set in fresh concrete with the first face flush with the outer surface of the window opening. After the concrete is hardened, the mold is removed, leaving the clip embedded in the concrete. A bolt is then provided and inserted into the first face opening, attaching the bolt to the window well, and tightening the bolt into the sheath.