Abstract: It is an object of the present invention to make it possible to install an anchor bolt while securing the pull-out strength of the anchor bolt even when the anchor bolt installation position encounters a reinforcement in concrete. An anchor bolt according to the present invention includes a first anchor bolt 2 having an embedded portion shorter than a reinforcement covering margin, a second anchor bolt 7 having an axis at a position deflected from an axis of the first anchor bolt 2, and a coupling member 5 integrally fixing the first anchor bolt 2 and the second anchor bolt 7. Further, in an installing method of an anchor bolt according to the present invention, when a first anchor hole bored at the anchor bolt installation position encounters a reinforcement, a second anchor hole is bored at a position in a direction other than the arrangement direction of the encountered reinforcement, to thereby install the anchor bolt according to the present invention.

Abstract: A, support bracket and column for supporting an elevated structure during and after construction. The support bracket includes a connection plate that is attached to and overlapped by the column base so that the support bracket is concealed from view when construction is completed, and variations of the support bracket provide means to raise or lower the attached column during construction.

Abstract: A stay-in-place concrete footings form is used for forming a concrete footing between a spaced-apart pair of the stay-in-place concrete footings forms. Each concrete footing form is elongate and has a cavity inside the form. Each form has a pair of elongate sides wherein openings are formed in the elongate sides to permit water to flow into the cavity. Each form has a dovetail pin or dovetail slot formed along the lengthwise extent of both sides of the form. The dovetails permit clamps, having a mating dovetail slot or dovetail pin, to be clamped to the form for anchoring the form to the ground with a stake carried by the clamps.

Abstract: A fastener assembly 10, in respect to forces which are subsequently applied, after the installation thereof, when forces is applied in one direction, this fastener assembly 10 is self adjusting incrementally, as needed in travel or actuation; yet when a force is applied in the opposite direction, this fastener assembly 10 is not self adjusting and there is no travel or actuation.

Abstract: Certain embodiments of the invention disclosed herein include an apparatus and method for securing a wall system together in a vertical direction. More specifically, an apparatus is disclosed that includes a first floor lower linkage beam attached to a foundation of a structure. In another embodiment, a method is disclosed including attaching a first floor lower linkage beam to a foundation of a structure.

Abstract: A method for constructing a high rise building having a core and a residence space around the core, the method including (a) installing a steel-frame pillar on a shaft portion of the core; (b) connecting a girder to the steel-frame pillar, the girder includes an anchor-connecting member to which a steel-frame beam is connected, a portion of the anchor-connecting member being buried in a core wall; (a) assembling the steel-frame beam on the anchor-connecting member; (d) arranging reinforcing bars in a deck plate or a slab type mold installed on the steel-frame beam, and in the core wall; and (e) applying a slab concrete and a core concrete simultaneously or in this order. The quality of the core and slab structure is improved, while providing the construction safety and saving the construction costs.

Abstract: A joining device (8) for hybrid wind turbine towers (5) intended for the fixation of a metal portion (6) of a wind turbine tower (5) to a concrete portion (7) of said wind turbine (1) which comprises a metal body (9) having a generally tubular configuration that is suitable to be fixed to the metal portion (6) of the tower (5) which in use is adjacent to the concrete portion (7), and suitable for being at least partially embedded into said concrete portion (7), said metal body (9) being provided with a number of anchoring openings (11) adapted such that the material of the concrete portion (7) passes therethrough. A hybrid wind turbine tower (5) comprises such a joining device (8) provided between one metal portion (6) and one concrete portion (7).

Abstract: An anchor having multiple legs for a concrete wall. The anchor has an interface plate with two sides. Disposed on a first side is a stud that is connectable to a bracket. Disposed on the second side of the interface plate are at least two legs. Each of the legs is insertable and secured to a respective hole formed in the concrete wall with epoxy. Once the epoxy cures, the leg attaches the anchor to the concrete wall.

Abstract: The present invention provides a system for anchoring a modular or manufactured building. The system includes at least one concrete pad formed in at least one hole in the ground. The building is coupled to and supported on the ground by the at least one concrete pad. Additionally, the system includes at least one ground anchor buried in the at least one hole below the at least one concrete pad. The system further includes a connector having a first end affixed to the ground anchor and a second end embedded within the concrete pad, for resisting an upward force to the building by high winds.

Abstract: Fixing a framing plate to a support structure, using one or more anchor bolts embedded within the support structure. A first hole drilled into the plate is to an oversize diameter which accepts a threaded sleeve. The threaded sleeve extends an effective length of the anchor bolt and may comprise a drive head and an interference member, which engages the plate directly or through a washer to fix the plate to the support structure.

Abstract: An apparatus for taking-up slack in a building hold-down system. The apparatus may include a base having a tubular shape, a slide having a tubular shape and a threadless interior surface, a locking member, and a biasing member. The slide may be sized and positioned to translate within the base. The locking member may be positioned between the base and the slide to permit translation of the base with respect to the slide to cause expansion and resist translation of the base with respect to the slide to cause contraction. The biasing member may urge translation of the base with respect to the slide in the direction causing expansion.

Abstract: A post-tensioned pile anchor foundation and method therefor creates a void or highly compressible region between a drilled or driven pile anchor surrounding a post-tensioned anchor bolt or tendon and the bottom of a foundation cap. The void or compressible region can be formed by compressible spacers or void forming elements placed between the top of the pile anchor and the concrete cap. As the anchor bolt or tendon is post-tensioned against the cap, the void forming element is compressed or crushed, allowing the cap to be pulled downwardly and the pile anchor to be pulled upwardly toward the cap against the resistance of the surrounding soil.

Abstract: A method of forming an insulated concrete foundation is provided comprising constructing a foundation frame, the frame comprising an insulating form having an opening, inserting a pocket former into the opening; placing concrete inside the foundation frame; and removing the pocket former after the placed concrete has set, wherein the concrete forms a pocket in the placed concrete that is accessible through the opening. The method may further comprise sealing the opening by placing a sealing plug or sealing material in the opening. A system for forming an insulated concrete foundation is provided comprising a plurality of interconnected insulating forms, the insulating forms having a rigid outer member protecting and encasing an insulating material, and at least one gripping lip extending outwardly from the outer member to provide a pest barrier. At least one insulating form has an opening into which a removable pocket former is inserted.

Abstract: The present disclosure describes a novel method for preparing a finished foundation comprising an embedded wall structural element comprising the steps of (i) preparing a building site to receive the finished foundation; (ii) providing a first foundation element and securing at least one wall structural elements to the first foundation element; and (iii) providing a second foundation element to secure at least a portion of the at least one wall structural elements to the finished foundation. Structures prepared using the methods disclosed herein provide for wall structural elements, and therefore, the finished wall and the structure as a whole, of increased strength and resistance to forces encountered during extreme conditions.

Abstract: A building foundation is provided. The building foundation includes a footing and a foundation wall supported by the footing. The foundation wall has a plurality of cells arranged to define a set of aligned cell cavities. The plurality of cells are arranged to define a top row of cells. At least some of the cells of the top row of cells have a cross-sectional shape that is the same as at least some of the cells of a lower row of cells of the foundation wall. A sill anchor is at least partially located in the set of aligned cell cavities of the foundation wall. Grout is disposed in the set of aligned cell cavities between the sill anchor and the footing. The sill anchor is configured for attachment to a sill.

Abstract: A shear wall construction and method for assembling the same is disclosed. A plywood sheet includes close laterally-spaced pairs of vertical studs or posts proximate each lateral end. A channel-defining member is fitted and fixed between the spaced studs. A tie member extends from the channel-defining member into a concrete foundation or other underlying building element. A track is also provided for sheathing a lower edge of the shear wall. Protrusions from the metal track aid in anchoring the shear wall to the concrete foundation.

Abstract: A foundation for supporting a structure is provided. The foundation includes a foundation body, at least one anchor bolt connecting a lower anchor plate and the structure, a magnetostrictive load measuring sensor for measuring loads on the at least one anchor bolt, the magnetostrictive load measuring sensor being positioned within the foundation body.

Abstract: A structural insulated panel includes a structural chase or cavity to accommodate connection of the panel to an anchoring device embedded in a foundation or load bearing footing. An embodiment of the panel also includes an opening through an outer panel member providing physical and visual access to the connection within the structural chase. Another embodiment provides for an insulated structural chase also capable of accommodating an anchoring device and connecting member.

Abstract: A device, system, and method for holding reinforcing bars in fixed positions. A reinforcing bar securing device comprises a base and a securing means for securing the reinforcing bar to the base, which is configured to engage at least one rib of the reinforcing bar. The securing means may include a flange, a hinged member, or a flexible member, such as plastic, for example, configured to allow the reinforcing bar to enter the securing means in one direction and engage at least one rib on the reinforcing bar to prevent the reinforcing bar from withdrawing from the securing means. The flanges are configured to bend to press against the reinforcing bar as the ribs contact the flanges and as the reinforcing bar moves relative to the securing device as the reinforcing bar enters the surface. A system of the present invention is also presented for holding reinforcing bars in fixed positions.

Abstract: A circular concrete cap foundation poured in-situ within a perimeter forming corrugated metal pipe set atop or within an excavated pit and enclosing a series of circumferentially spaced pile anchors. The circular concrete cap foundation supports sets of inner and outer circumferentially spaced tower anchor bolts having their lower ends anchored to an embedded anchor ring and their upper ends projecting vertically and upwardly out the top of the circular foundation to engage the base flange of a supported tower. The pile anchors are formed with perimeter corrugated metal pipes set deep in subsurface soils with cementitious material surrounding and partially bonding to a centralized steel bolt or tendon which extends through the cap foundation. The tower anchor bolts and the pile anchor bolts are both partially encased in a PVC sleeve so that the bolts can be post-tensioned. The pile anchors are in tension only and serve to pull the cap foundation down to compress the underlying ground soils.

Abstract: An anchor bolt assembly is provided for connecting a sill to a foundation. The anchor bolt assembly includes an anchor bolt having a threaded end and another end that extends into the foundation. A corrosion resistant bushing extends around a portion of the anchor bolt for isolating the anchor bolt from a treated sill and providing an impervious barrier around a portion of the anchor bolt so as to prevent the anchor bolt from becoming corroded due to the treated nature of the seal.

Abstract: A connection between a wall stud or post and an anchor bolt embedded in a concrete foundation, using a holdown connector that attaches to the anchor bolt and supports the wall stud or post above it. The holdown connector has a tapered bottom that allows it to rotate laterally, allowing the connection to act more purely in tension than is possible with a rigid connection.

Abstract: The present invention consists of a connection, having an anchored, elongated tension member, a fastening member attached to the elongated tension member, a resisting member that receives the elongated tension member and an expansion device that receives the elongated tension member there through and is compressively loaded between the fastening member and the resisting member by operation of the fastening member on the elongated tension member. The expansion device is formed with a sleeve. First and second bearing members are received in the central aperture of the surrounding sleeve and operatively connected to the surrounding sleeve. At least one of the bearing members is threadably connected to the sleeve. This bearing member can rotate in relation to the surrounding sleeve.

Abstract: A wall either wholly or partially made from a shear-resisting assembly that has a shear transfer device, or plate, disposed between the bottom strut and the underlying foundation. The shear transfer device joins the two anchor bolts, eliminating intermediate foundation bolts by transferring lateral shear loads to the anchor bolts in combination with the bottom strut.

Abstract: The invention relates to a building element for a building structure such as a floor structure, comprising a member (10, 21, 40), said member having a planar portion (10d, 40d), and at least a part (11, 12, 43, 44, 45) of a mould (111) provided at an edge (10a, 21a, 40a) of the member (10, 21, 40).

Abstract: A self-checking anchor bolt suspension assembly includes an array of suspension segments color coded in accordance with the size of the bolt suspending openings formed therein. The threaded shaft of the appropriate anchor bolt is inserted into the properly spaced opening and then grasped in the interior of a resilient split-tube retainer that then rests on the edges around the opening to suspend the bolt therefrom. The segments are then nailed to the concrete form and their correct color code assures the correct bolt selection.

Abstract: An improved panelized construction system for providing a wall formation for attaching to a foundation wall including a plurality of block forming units adaptable for being both vertically and horizontally arranged to form the wall formation, the opposed side wall portions of each unit including cooperatively engageable portions for fixedly attaching the units in side-by-side horizontal relationship. The present methods for attaching the assembled wall formation to at least a portion of a foundation wall includes providing a plurality of adjustment mechanisms for enabling the wall formation to be leveled and aligned with adjacent wall formations or other structures independent of any foundation misalignments, and providing a plurality of foundation cavities adjacent the upper edge portion of the foundation wall for receiving corresponding foot members associated with the wall formation for encapsulation in a cement slurry.

Abstract: It is an object of the present invention to make it possible to install an anchor bolt while securing the pull-out strength of the anchor bolt even when the anchor bolt installation position encounters a reinforcement in concrete. An anchor bolt according to the present invention includes a first anchor bolt 2 having an embedded portion shorter than a reinforcement covering margin, a second anchor bolt 7 having an axis at a position deflected from an axis of the first anchor bolt 2, and a coupling member 5 integrally fixing the first anchor bolt 2 and the second anchor bolt 7. Further, in an installing method of an anchor bolt according to the present invention, when a first anchor hole bored at the anchor bolt installation position encounters a reinforcement, a second anchor hole is bored at a position in a direction other than the arrangement direction of the encountered reinforcement, to thereby install the anchor bolt according to the present invention.

Abstract: A deck connector that may be cast into a structural concrete element for use in joining adjacent ones of the concrete elements to each other by the use of weld plates that are movably disposed within a weld plate housing forming an element of each of the deck connectors.

Abstract: Systems and methods of internally bracing straw bales during construction of a straw bale wall using ladder structures that eliminate the need for external bracing and form a permanent part of the wall's internal structure.

Abstract: The current invention is a concrete post anchor and method of using comprising two substantially vertical side brackets, side brackets operatively connected opposite one another and spaced apart with a base bracket, forming a U-shaped bracket. A portion of the side bracket extends below the base bracket forming a tab. An anchor rod is operatively connected to the tab extending away from the base bracket in a direction opposite the U-shaped bracket. The anchor can be embedded in a concrete pier and then a post can be fastened to the anchor. This allows for post built-type buildings to be constructed without wood directly contacting the soil, thereby creating substantially stronger and longer-lasting posts buildings.

Abstract: A wall anchoring system is used to secure a stud wall to a foundation of a building. An anchor has an open bottom for receiving a connector which threadably receives an anchor bolt and an open top that is covered by a removable seal tab, the seal tab having a depth gauge to control the level of anchor bolt insertion. A clip is attached to the anchor and is used to secure the device to a concrete block header prior to foundation pour. Once the foundation is poured, the seal tab is removed, either by being detached along a frangible connection or by being punctured in order to expose the open top of the anchor. A securement bolt is passed through the base plate of the stud wall and is received within the anchor.

Abstract: The current invention is a concrete post anchor and method of using comprising two substantially vertical side brackets, side brackets operatively connected opposite one another and spaced apart with a base bracket and a back bracket forming a U-shaped bracket. A pair of front brackets is removably attached to the side brackets. An anchor and a portion of the side brackets extend below the base bracket forming an anchor tab and a side bracket tab. A pair of anchor rods is operatively connected to each side bracket tab. The anchor can be embedded in a concrete pier and then a post can be secured within the concrete post anchor with the front brackets and fastened to the anchor. The concrete post anchor withstands increased loads and forces associated with post built-type buildings without permitting the wood post to directly contact the soil, thereby creating substantially stronger and longer-lasting post buildings.

Abstract: A fastening arrangement of a machine base (8) of a machine on foundations (1). The fastening arrangement includes a foundation recess (3), filled with concrete (71, 72) and having an inner anchor shank (4), a foundation plate (2) of steel on the foundation (1), the machine base (8) on the foundation plate (2), an anti-fatigue bolt/stud bolt (9) restraining the machine against the foundation (1), the anti-fatigue bolt/stud bolt (9) being screwed into the anchor shank (4). The anchor shank (4) has at least two threaded disks (5) arranged offset from one another. The anti-fatigue bolt/stud bolt (9) screwed into the anchor shank (4) is passed through the foundation plate (2) and the machine base (8).

Abstract: A curtain wall anchor system is provided. The curtain wall anchor system has an anchor assembly comprising an anchor for attaching a curtain wall assembly to a building structure. The anchor system further comprises an enclosure for the anchor, wherein the enclosure defines an area adjacent the anchor. The enclosure also has a removable portion for allowing access to the anchor.

Abstract: A modular building comprising: a foundation floor having secured therein a plurality of anchor elements; a plurality of wall-retaining track elements adapted to engage wall panels of the building, the track elements being securable to the foundation floor so as to define the position of at least the load bearing walls of the building; wall panels locatable with respect to the track elements, each panel including at least one channel or duct formed therein parallel to a longitudinal axis thereof and at least one channel or duct formed therein disposed perpendicularly to and laterally of the longitudinal axis; and a plurality of securing members adapted to pass through and locatable within said channels or ducts, the securing members being anchored at each end thereof so as to maintain the panels in fixed relationship to one another.

Abstract: An innovation is disclosed which relates to a wind turbine foundation. A circular foundation using fiber reinforced concrete has optional circular reinforcement rods. The foundation includes a vertical stanchion that rests in the bottom of an excavated hole and supports anchor bolts and reinforcement bars in a predetermined configuration while concrete is poured into the hole. All the necessary foundation materials can be combined in a simple and compact kit which can be shipped to a customer.

Abstract: A pre-cast article of manufacture and system, a deck and dock is disclosed utilizing 2 main components, beam(s) and slab(s). Only one component, the cantilever beam, is required for the invention. The preferred embodiment uses a cantilevered Z beam and other embodiments use a drop-cantilever beam and straight-cantilever beam. The cantilever beam may be any shape or size. Optional accessories are also disclosed that may be added such as hand rail(s), boat bumper(s) and water access ladder(s).

Abstract: A system, apparatuses and methods for anchoring are provided. The system includes two-stage drill bit and a method of anchoring into a two-stage hole drilled by the drill bit. The apparatus of the instant invention includes a two-stage drill bit for drilling a pilot hole for a common nail into a material such as concrete, stone, masonry or cementuous or other materials. The method of the instant invention includes the steps of drilling a first hole within a material to which an object is to be anchored, drilling a second hole concentric with the first hole, and placing an anchor within the holes.

Abstract: An inverted T-shaped connection member is disclosed for securing the lower end of an upstanding wind turbine tower to a foundation with the tower comprising a plurality of longitudinally extending peripheral sections joined together with each of the peripheral sections being bent along a plurality of longitudinally extending break lines to define a plurality of angled wall sections extending between inwardly extending edge portions with the lower ends of the peripheral sections having bolt openings formed therein. Each of the inverted T-shaped connection members has a generally horizontally disposed base portion and a generally vertically disposed web portion. The base portions of the connection members are secured to the foundation by bolts or the like. The upper ends of the web portions have bolt openings formed therein with the same being secured to the lower end of the tower by means of splice plates.

Abstract: A method for securing a sole plate to a slab, the method including securing an anchor strap to a form, the anchor strap having a first part and a second part opposed to the first part; a body, two bendable spaced-apart holding portions extending from the first part, the two holding portions and the body co-planar, a first part of each holding portion positioned at a level so that material poured into the form will be at substantially the same level as said the holding portions; pouring the material into the form to make the slab; allowing the material to harden; placing a member on the first parts of the holding portions; bending parts of each holding portion around the member so that the member is within the holding portions; and securing the member to the holding portions.

Abstract: A support assembly for receiving and maintaining one or more sections of an above-ground structure at a substantially upright position includes a base member having a protrusion connected thereto and extending upwardly therefrom in a substantially vertical direction. The support assembly further includes a plurality of ancillary members having top and bottom end portions defining engaging and receiving portions respectively. One of the ancillary members is positionable onto the base member and receives another ancillary member thereon. The assembly also includes a top member with a top end portion that has a slot formed therein and for receiving a section of an above-ground structure so that same can be maintained at a secure position.

Abstract: A hold-down for securing first and second support members in a portion of a building to an anchoring device extending from another portion of the building. The hold-down may include a first flange having securement apertures therethrough configured to receive fasteners adapted to secure the first flange to the first support member. A second flange may have securement apertures configured to receive fasteners adapted to secure the second flange to the second support member. A base may connect the first and second flanges and have an aperture sized and positioned to receive the anchoring device therethrough. The first and second flanges may be configured to be loaded substantially exclusively in tension by the anchoring device.

Abstract: An assembly and process to allow for stud walls to be erected prior to the concrete slab being placed and also used for tenant demising walls before the concrete slab is placed. The Easy Wall Track includes a light gauge channel with a leave in place metal keyway attached to the under side for vertical support. There are metal brackets that support this assembly with a smooth rod or rebar driven in the ground. This allows for the concrete slab to be poured at a later date with almost no formwork needing to be placed. This saves money on material, labor and time on the schedule for the retail development company. The Easy Wall Track is versatile in meeting the needs of retail and commercial construction. With walls being able to be erected proir to the placement of the concrete slab would avert delays related to the concrete work.

Abstract: The floor plank is a laminate of two layers of flexible plastic sheet material laminated together in offset relationship to define an offset marginal portion for each of the layers. Each of the offset marginal portions have oppositely facing adhesive coated surfaces. A foam layer and/or a fiberglass sheet can also be included in the laminate structure of the floor plank. The floor plank can conform to surface contours of a floor base. The bottom layer of the floor plank, whether it is plastic sheet or foam, is conformable to surface irregularities of the floor base. A one piece releasable packaging device covers the oppositely facing adhesive coated surfaces of the offset marginal portions.

Abstract: An anchor system for attaching a series of structural members to a wall comprises an elongate horizontal track and a plurality of anchor plates. The horizontal track has a pair of spaced apart sidewalls defining therebetween an upwardly facing channel with a restricted opening. The anchor plates each include an enlarged head portion, nailing plate and a relatively narrow strap extending between the head portion and the nailing plate. The head portion is sized to fit within the channel and engage the sidewalls to retain the anchor plates at selected longitudinal positions. The strap is sized to pass between the sidewalls to position the nailing plate normal to the track for attaching a structural member thereto.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity and has vastly improved resistance to uplift forces. Foundation assemblies or anchor structures are first precisely located before concrete is poured to form the foundation, encasing the anchor structures within the foundation. Columns may then be attached to the anchor structures without the need for readjusting the location of the columns. The rest of the building framework is subsequently attached to the columns. The resulting structure is highly resistant to uplift forces and seismic effects while being much faster and simpler to assemble than previous structures. Cracking of the concrete foundation prior to the complete curing of the concrete is also reduced.

Abstract: Presented is an anchor bolt placement and protection device to facilitate setting of anchor bolts in concrete to facilitate placement of a mud sill. It is important that the anchor bolts that secure a mud sill to a foundation be properly spaced from the outside edge of the foundation. In one embodiment there is provided a device having a tubular projection open at one end to receive the threaded end of an anchor bolt. Projecting integrally from the bottom open end of the tubular projection are two lateral projections. One is adapted to place an anchor bolt when a 2×4 mud sill is used. The second projection positions the anchor bolt at the proper distance to receive a 2×6 mud sill. A second embodiment is provided with a single lateral projection extending perpendicularly from the open bottom end of the tubular projection. The top surface of the lateral extension is provided with cross-ribs and indicia that indicate the proper placement of either a 2×4 or 2×6 mud sill.

Abstract: It is an object of the present invention to make it possible to install an anchor bolt while securing the pull-out strength of the anchor bolt even when the anchor bolt installation position encounters a reinforcement in concrete. An anchor bolt according to the present invention includes a first anchor bolt 2 having an embedded portion shorter than a reinforcement covering margin, a second anchor bolt 7 having an axis at a position deflected from an axis of the first anchor bolt 2, and a coupling member 5 integrally fixing the first anchor bolt 2 and the second anchor bolt 7. Further, in an installing method of an anchor bolt according to the present invention, when a first anchor hole bored at the anchor bolt installation position encounters a reinforcement, a second anchor hole is bored at a position in a direction other than the arrangement direction of the encountered reinforcement, to thereby install the anchor bolt according to the present invention.

Abstract: A post tensioned wall includes accessible clamping plates at the ends of selected tensioning rods. Each post of a fence section is welded to a corresponding clamping plate to mechanically attach the post to the tensioning rod extending from a footing or foundation and through the wall.