Abstract: A boardwalk system including a first beam and a second beam spaced apart from the first beam. The first and second beams each include a notch formed therein. The system further includes a plurality of generally horizontally arranged treads, each tread being received in the notch of the first beam and the notch of the second beam. At least one of the first and second beams extends across a span.

Abstract: A fastener for securing first and second decking boards with a joist is shown and described. The fastener may include a joist connecting member capable of engaging the joist, a board connecting member capable of engaging the first decking board, where the board connecting member is generally perpendicular the joist connecting member. The fastener may also include a retention feature laterally spaced from the board connecting member, where the retention feature is capable of engaging the second decking board.

Abstract: The composite joist floor system includes joists supported by supporting members. Corrugated steel decking is positioned over the joists such that the corrugations are substantially perpendicular to the joists. Self-drilling, self-tapping, stand-off screws are spaced along the length of the joist, aligned with the deck corrugations. These stand-off screws provide the required shear transfer between the joist and concrete slab to form a composite floor system. The placed concrete encapsulates the upper non-threaded shank portions of the stand-off screws and the end of the joists. After the concrete has cured, the resultant system comprised of steel joists, steel decking, stand-off screws, and concrete, act together to form a composite system with greater load carrying capacity and less vertical deflection. The stand-off screws connect the joist upper chords to the concrete slab allowing the joist and concrete slab to act as a unit, by transferring shear between the two joined components.

Abstract: A structural support system with a means for capturing and channeling elements originating from an exterior surface is disclosed. More specifically, the support system not only creates a dry area under a deck but is also a load bearing component of the deck. The support system is multifunctional in that it alleviates the need for traditional joist-dependent construction methods while simultaneously providing an efficient and aesthetically pleasing structure for maintaining a useful, dry area under the deck. Advantageously, embodiments are scalable in that the system comprises a repeatable series of interlocking components operable to be customized to any foreseeable deck footprint or load bearing application.

Abstract: A platform (2) in an interior platform for a tubular tower such as a windmill tower (24) made from steel is disclosed—and more specifically, a platform (2) adapted to be assembled in situ from construction element members in order to fit the inside wall (22) of the tower (24), comprising a basic, preferably circular, center module (4), radial, telescoping supporting beam members (6), wherein the construction element members are modules (10, 12 and 14) which are independent of the diameter of the platform (2), and two-piece pivotable modules (16) which incline for mounting as a periphery ring next to the inside wall (22) of the tower (24).

Abstract: A deck assembly module is disclosed. The deck assembly module can be installed into the steel frame of a steel framed building. The deck assembly module includes a cellular metal deck. In an embodiment, the cellular metal deck includes a bottom plate having a top major surface and a bottom major surface, an angled decking sheet, and fireproof insulation. The angled decking sheet is angled to form a repeating pattern of troughs and peaks, the angled decking is attached to the top major surface of the bottom plate, and the fireproof insulation is located in channels formed by the peaks of the angled decking sheet and the top surface of the bottom plate and the angled decking sheet. The deck assembly module may also include a concrete portion that includes a top major surface, referred to as a concrete deck.

Abstract: A boardwalk system including a first component having a pre-formed recess and a second component having a pre-formed recess. The system further includes a connector configured to be positioned in the recesses of the first and second components to connect the first and second components such that the connector limits the movement of first component away from the second component.

Abstract: The present invention is a building deck kit utilized by do-it-yourself persons, contractors, lumberyards, mobile home owners, homeowners and handicapped service providers that includes pieces of pre-cut and pressure treated lumber including two end pieces of lumber and a plurality of pre-cut and pressure treated joist hangers used to attach the pieces of lumber to the end pieces of lumber.

Abstract: A tread and bearer member locating system for a modular decking system, the modular decking system including decking in the form of a plurality of treads, and the decking being carried by one or more bearer members. The treads are elongate and have a longitudinal axis, a topside, an underside and a lateral width. The tread and bearer member locating system includes treads and bearer members, wherein the underside of at least one tread includes, at or near each end thereof, a bearer member receiving area, at least one of the bearer member receiving areas being bound longitudinally between a pair of spaced apart, downwardly extending locating projections, and laterally between opposed coupling members capable of, in use, coupling with correspondingly shaped coupling members in adjacent treads.

Abstract: A deck assembly uses plurality of joists preferably formed from metal located side by side and each having a web portion and a deck portion integrally formed with the web portion. The deck portion extends laterally from the web portion and the joists are spaced from one another such that the deck portions from a continuous deck surface with the joists being connected to one another.

Abstract: A structural support system for a bin structure. The structural support system comprises at least two parallel and spaced apart support columns. Each column has a plurality of inner column sections adjacent to the bin structure and a plurality of outer column sections coupled to the inner column sections. The inner and outer column sections form a closed shape support column configured for transferring vertical loads from an upper area of the bin structure to the foundation. An auxiliary device such as a catwalk or conveyor system may be attached to the top of the support columns. An anchor member may be provided, configured to allow limited movement of the auxiliary structure in relation to the support structure. Associated methods for strengthening the structural support of a bin structure are also provided.

Abstract: A tunnel structure includes a frame; a continuous plate fixed to the frame in order to protect passing-through pedestrians; supporting legs hinged to the frame; and a connecting section supported by the frame, the connecting section configured to enable the combination of multiple tunnel structures.

Abstract: A structural support system with a means for capturing and channeling elements originating from an exterior surface is disclosed. More specifically, the support system not only creates a dry area under a deck but is also a load bearing component of the deck. The support system is multifunctional in that it alleviates the need for traditional joist-dependent construction methods while simultaneously providing an efficient and aesthetically pleasing structure for maintaining a useful, dry area under the deck. Advantageously, embodiments are scalable in that the system comprises a repeatable series of interlocking components operable to be customized to any foreseeable deck footprint or load bearing application.

Abstract: An interior partition system for a structural frame building is disclosed. The structural frame building has a ceiling line that defines a ceiling height of occupiable space within the structural frame building. The interior partition system includes a first, or upper, modular partition assembly and a second, or lower, modular partition assembly. A receptor structure is configured to connect the first modular partition assembly to the second modular partition assembly. The first modular partition assembly has a vertical dimension that exceeds the ceiling height.

Abstract: A modular free standing structure and an adjustable footing configured to support the modular free standing structure are described. The structural footing comprises a support member having a support surface configured to provide vertical support to one or more modular platform structures, a base member, and an adjustable leveling mechanism disposed between the support member and the base member, and configured to level adjoining modular platform structures by adjusting a height of the support member relative to the base member about a vertical axis of the structural footing.

Abstract: A ceiling drainage system disposed beneath an outdoor deck wherein the deck includes a frame structure supporting multiple parallel deck floor panels and the drainage system includes a U-shaped frame structure secured to the deck frame with multiple interlocking drain trays having one end secured to the drainage system U-shaped frame structure, a gutter extending between the free ends of the U-shaped frame structure, and the opposite ends of the drain trays interlocked with the gutter.

Abstract: The composite joist floor system includes joists supported by supporting members. Corrugated steel decking is positioned over the joists such that the corrugations are substantially perpendicular to the joists. Self-drilling, self-tapping, stand-off screws are spaced along the length of the joist, aligned with the deck corrugations. These stand-off screws provide the required shear transfer between the joist and concrete slab to form a composite floor system. The placed concrete encapsulates the upper non-threaded shank portions of the stand-off screws and the end of the joists. After the concrete has cured, the resultant system comprised of steel joists, steel decking, stand-off screws, and concrete, act together to form a composite system with greater load carrying capacity and less vertical deflection. The stand-off screws connect the joist upper chords to the concrete slab allowing the joist and concrete slab to act as a unit, by transferring shear between the two joined components.

Abstract: A plug finishing system involves forming a counterbore in a cover board above the head of a fastener as it is driven by a specially constructed driver. A plug, which is dimensioned for the counterbore and has a reduced portion, is inserted into the counterbore and positioned so that its exterior surface is co-planar with the exterior surface of the cover board.

Abstract: A double floor structure capable of being adapted to the conditions of construction and the needs of users at low cost. A double floor structure (K) provided with support legs (1) which are provided on a lower floor and rows of beams which form an upper floor. The support legs (1) are each provided with an upper member (14) which supports a beam from the lower side, an intermediate member (13) which supports the upper member (14) from the lower side, and a lower member (12) which supports the intermediate member (13) from the lower side. The upper member (14), the intermediate member (13), and the lower member (12) consist of metallic, extruded shape material and are disposed in such a manner that the direction of the extrusion is aligned with the top-bottom direction.

Abstract: This disclosure relates to a building floor structure comprising two or more spaced-apart beams, each beam comprising an upwardly facing support surface on at least one side of the beam; and one or more frameworks positioned between and adjacent two of the two or more spaced-apart beams, each of the one or more frameworks having two side regions, each side region comprising a downwardly facing bearing surface adapted to be received on the upwardly facing support surface of the respective beam. This disclosure also relates to a process for constructing the building floor structure.

Abstract: A fastener for fastening at least a pair of elongated members to a support structure includes a first arm having a first portion sized to be received within an edge grove or a slot of one elongated member, a second portion disposed substantially perpendicular to the first portion and a third portion disposed at an acute angle to a surface of the support structure prior to use of the fastener, wherein the first portion extends in a first direction from the second portion. There is also a second arm having a portion thereof extending in a second direction being opposite to the first direction, the portion of the second arm is sized to be received within an edge grove or a slot of another elongated member juxtaposed with the one elongated member.

Abstract: Disclosed are a support beam structure capable of extending a span and reducing a height of a ceiling structure and an installing method thereof. The support beam structure includes an H-beam extending in a longitudinal direction, an inclined extension part fastened to a lower surface or a side surface of the H-beam and inclined in such a way as to flare at an upper end thereof, a reinforcing part for reinforcing the inclined extension part, a deck placed on an upper end of the inclined extension part, and a concrete layer for filling a top of the inclined extension part, a top of the H-beam, and a top of the deck.

Abstract: The deck track is a steel track having a series of formed receivers and fasteners. The deck track will allow a deck system to be installed without the use of any mechanical fasteners such as screws, nails or individual fasteners. The upper fasteners and receivers, referred to as tangs, maintain the desired gap between composite deck boards for the life of the deck.

Abstract: An aluminum floor for fencing has an improved friction surface with traction-enhancing grooves and is configured to reduce noise. Aluminum extrusions forming the floor define a flat surface but with series of parallel grooves separated by non-grooved spaces. In a preferred embodiment the grooves are essentially square cut. The grooves and spaces between the series of grooves are configured so as to allow sliding on the floor with the essentially flat soles of a user's fencing shoes when desired, but so as to grip the soles with significant friction when the shoe is heavily weighted causing the sole to deform down into the grooves. The fencing floor is intended to lie over an existing floor, as a series of easily connected floor sections. Rubbery sheet material is secured to the bottom of the fencing floor, preferably in transverse strips, directly beneath each joint and preferably at additional locations.

Abstract: The invention provides a system, method, and components for assembling and disassembling boardwalks, decks, and platforms. The invention has a number of extruded and interlocking components. It is installed by driving piles, preferably helical piles, into a ground surface. The invention provides a comprehensive set of assembly members, including and not limited to brackets that attach to the piles, headers, joists, cross braces, decking, and decking fasteners for holding the decking in place. In particular, a multiple-way adjustable bracket connects the piles to the rest of the structure.

Abstract: A wheeled truss that is convertible into a truss with a catwalk. A carriage is removably mounted to the bottom of the truss for transporting the truss to the performance site. The carriage is removed from the truss, inverted and mounted to the top of the truss forming with the truss a catwalk.

Abstract: An apparatus includes a predetermined size, shape, and thickness with a bolt hole adapted to receive a bolt therein and a method of attaching the apparatus to a ledger board sufficient to prevent rotation of the apparatus with respect to either the ledger board or the bolt hole. Modifications include securing the apparatus to the ledger board by the use of screws passing through a plurality of mounting holes provided in the apparatus or by the use of pointed protrusions that extend from the apparatus and which are pounded into the ledger board. Other modifications are described that include the use of intermediate shim spacers to vary the overall thickness of the spacer and of angled spacers for use with beveled types of siding.

Abstract: A rigging deck module including: a deck body including a flexible deck material bounded by a web-reinforced tensile edge, suspension means spaced about the edge whereby the deck body is tensionable to form a substantially flat deck surface, and a lattice of tensile web members secured to the flexible deck material and the web-reinforced tensile edge; tensile rigging strops adapted to be mounted in tension to a structure in maintained spaced relation to each other, and each having securing points formed thereon; and tensionable connection means located at each suspension means for securing and tensioning the deck body to the respective securing points.

Abstract: This patent pertains to a platform device upon which a person, equipment or both are supported above a ground surface in which the build-up of debris and moisture is impeded. The sanitary platform system is comprised of two or more main rails having square cross-sections that are on diamond and are side-by-side with a space between the main rails; one or more standard web brackets comprised of a plate, two or more tabs and a perimeter defining an opening for receiving a main rail on diamond which are mounted in spaced-apart relation along the length of each of the main rails; two or more vertical legs supporting each of the main rails above the ground surface, and one or more deck plates welded to the tabs of the standard web bracket.

Abstract: A deck assembly module is disclosed. The deck assembly module can be installed into the steel frame of a steel framed building. The deck assembly module includes a cellular metal deck. In an embodiment, the cellular metal deck includes a bottom plate having a top major surface and a bottom major surface, an angled decking sheet, and fireproof insulation. The angled decking sheet is angled to form a repeating pattern of troughs and peaks, the angled decking is adjacent to the top major surface of the bottom plate, and the fireproof insulation is located in channels formed by the peaks of the angled decking sheet and the top surface of the bottom plate and the angled decking sheet. The deck assembly module may also include a concrete portion that includes a top major surface, referred to as a concrete deck.

Abstract: A system of structural elements for a pergola structure including vertical posts supporting a roof formed of carrying rails supported by the posts and cross rails supported by the carrying rails. Each post includes a post core element, a post shell enclosing the post core element, and a post shell adapter. Each carrying rail adapter mounts a carrying rail to a post and includes a post core interior adapter joined with a single or dual carrying rail retainer, and each rail connector mounts a cross rail to a carrying rail. The elements may further include shell extensions and beam filled rails comprising a rail shell and a reinforcing beam insert.

Abstract: A composite floor panel includes a concrete floor deck having a side portion and an edge member secured to the side portion. The edge member is configured to be positioned in proximity to an adjacent edge member. The adjacent edge member is coupled to an adjacent concrete floor deck. The edge member is further configured to have a junction formed between the edge member and the adjacent edge member to define a channel. The edge member is further configured to have a binder material placed in the channel to form a joint between the concrete floor deck and the adjacent concrete floor deck.

Abstract: A composite floor panel includes a concrete floor deck having a side portion and an edge member secured to the side portion. The edge member is configured to be positioned in proximity to an adjacent edge member. The adjacent edge member is coupled to an adjacent concrete floor deck. The edge member is further configured to have a junction formed between the edge member and the adjacent edge member to define a channel. The edge member is further configured to have a binder material placed in the channel to form a joint between the concrete floor deck and the adjacent concrete floor deck.

Abstract: A plurality of structural members configured to be coupled together to form an array. Each structural member includes a top portion having a plurality of top extending members spaced apart from one another and a bottom portion having a plurality of bottom extending members spaced apart from one another. The top extending members and bottom extending members can be vertically offset from each other. The top portion of each structural member can be coupled to the bottom portion of another structural member, and each top extending member of a structural member can be coupled to a bottom extending member of another structural member.

Abstract: A joist assembly kit according to various embodiments comprises: (A) a first joist comprising: (1) a first casing; (2) a tenon that is disposed adjacent an end portion of the first casing; and (3) a first reinforcing member that extends: (a) longitudinally within the interior of both the casing and the tenon, (b) out of the tenon's interior, and (c) adjacent an end surface of the tenon; and (B) a second joist that comprises: (1) a second casing; and (2) a second reinforcing member that extends longitudinally within an the second casing's interior. In particular embodiments: (1) the second casing defines a mortise; (2) the tenon is adapted so that when the tenon is inserted into the second joist's mortise, the tenon matingly engages the second joist about a perimeter of the mortise. The joists may be attached together by fastening their respective reinforcing members together with a suitable fastener.

Abstract: A system of mounting an array of decking material including a sub frame and a support grid including a plurality of boards mounted on top of the sub frame. A plurality of pavers may be laid on top of the grid system, with each paver held to the grid system by a plurality of clips. Each clip attached to the support grid and engaging a groove formed along an outer edge of the paver, the clips not extending to or above a top surface of the pavers.

Abstract: A platform system includes a platform frame having a header defining a first channel. Decking is mounted to the platform frame. A post is attached to a mounting member, which defines a second channel. The mounting member and the header form an interlock coupling where a portion of the mounting member resides in the first channel and a portion of the header resides in the second channel. A locking pin is positioned within a recess that is partially defined by the header and that is partially defined by the mounting member to limit movement of the mounting member relative to the header.

Abstract: Deck planks with undercut side grooves can be attached to underlying joists by hidden fasteners with leading wings and trailing feet engaged into the side grooves of the deck planks. The bodies of the hidden fasteners space the deck planks so as to provide adequate drainage gaps between the top faces of the deck planks. A power driver tool can be used for rapidly positioning the hidden fasteners and for attaching the hidden fasteners to the joists.

Abstract: A latticing drop panel structure includes a plurality of columns (100 or 101) or walls, and a connecting member (210) including a concrete drop panel (219) having a cross-section area larger than that of the column (100 or 101) or the wall, wherein the connecting member (210) having four unit rods 212, surrounded around the drop panel (219) in a latticing form, wherein the unit rods (212) are parallel with the respective sides of the column and cross at the same level, whereby sagging displacement of the slab is reduced due to the existence of the drop panel.

Abstract: Fasteners, and related methods, for securing deck boards to a support joist are disclosed. In one embodiment, the fastener comprises a base portion and a cap portion on the base portion. In some embodiments, the base portion includes an opening formed therethrough for receiving a securing device, and legs extending from an upper surface of the base portion and between edges of adjacent deck boards to define a spacing between the adjacent deck boards. The cap portion can include an opening for receiving the securing device therethrough to secure the fastener to the support joist. In addition, the cap portion may include legs extending around the base portion and comprising teeth extending therefrom that bite into grooves formed in the edges of the adjacent deck boards when the securing device secures the fastener to the support joist, thereby securing the deck boards to the support joist.

Abstract: A platform (2) in an interior platform for a tubular tower such as a windmill tower (24) made from steel is disclosed—and more specifically, a platform (2) adapted to be assembled in situ from construction element members in order to fit the inside wall (22) of the tower (24), comprising a basic, preferably circular, centre module (4), radial, telescoping supporting beam members (6), wherein the construction element members are modules (10, 12 and 14) which are independent of the diameter of the platform (2), and two-piece pivotable modules (16) which incline for mounting as a periphery ring next to the inside wall (22) of the tower (24).

Abstract: The invention relates to a fixing construction for terrace floors with the following features: support beams (1) and bearing beams (2), wherein the bearing beams (2) are fixed to the support beams (1) by means of fixing elements (3) and the fixing elements (3) each comprise a pair of rectangular plastic plates (3a, 3b), each plate having a thickness (d) and a swelling (4).Said particular embodiment of the plastic plates and the alternating fixing thereof to the bearing beams gives a plug connection which is also fixed to the support beams.

Abstract: A self-supporting platform for a wind turbine tower comprises a grid structure having a plurality of grid nodes, wherein the grid structure transfers a load on the platform to the wall of the tower.

Abstract: The invention includes a work platform and support system that includes a hub and joist configuration, wherein the hubs and joists are capable of articulation, or pivoting. One method of installation allows for sections of new work platform system to be extended from an existing suspended work platform system. The system is also capable of supporting, without failure, its own weight and at least four times the maximum intended load applied to it.

Abstract: The present invention relates to a watertight sub-floor system for balcony or roof, in the form of a semi-rigid rollable plank of corrugated polymeric type installed in juxtaposition to form a waterproof flooring between boards and beams. Under-plank are unwrapped and cut at a desired length to avoid transverse junction with respect to water flow. Under-planks overlap parallel to water flow without loss of sealing. The corrugated under-plank has a design of crests and dips, crests widened and sloping to make possible the receiving of screws from deck board, thereby permitting the descent of water trickling from around the damaging screwing of the under-plank, and dips which bear no perforations from screwing and merely allow water to run off to protect wood structures of patios, balconies or terraces against moisture causing premature rot and to protect objects (bike, mowers . . . ) under a deck.

Abstract: A pergola system employs tap-lock pin (56) that readily attaches to a beam (82). The beam is encapsulated, preferably by vinyl extrusions, which allow horizontal strips to easily engage opposing end of the tap-lock pin (56). Clips (78) with protruding tap-locks (72) are secured to a substrate, allowing horizontal strips with ledges (96) to be engaged with the protruding tap-locks (72) to provide an easily installed pergola shade structure. A shroud (102) or coupler (62) allows expansion so that a plurality of pergola kits can be assembled together and so that a homeowner or do-it-yourselfer can install, alter, or retrofit the pergola(s) with minimal effort and direction.

Abstract: The present invention is an anchoring biscuit device for joining three boards. It includes, (a) an at least partially flat horizontal top element having an imaginary center line, having opposite side walls, and having a top view footprint adapted to be inserted into grooves of adjacent boards; (b) at least one substantially vertical support member attached to the underside of the top element and extending downwardly therefrom for a predetermined length for joinder of two adjacent boards which contain said grooves for receiving portions of said top into said grooves; and, (c) at least one compressive element located on aid device, with at least a portion of said at least one compressive element, from a top view footprint, being located away from said imaginary center line and way from said vertical support member, wherein said compressive element is adapted to at least partially collapse under predetermined compressive force.

Abstract: An assembly and method for mounting a platform or deck to a number of support posts is disclosed. Each corner of the deck includes an open ended slot and an aperture above the slot. Each of the support posts includes a pair of holes arranged in corresponding fashion with the slot and aperture of the deck. Fasteners are partially inserted into one of at least two holes of the support posts such that the deck can simply be lowered onto the fasteners such that the fasteners are engaged by the slots of the deck and the deck may rest securely thereon. Finally, the installer can insert fasteners through the aperture and first hole and finish tightening the other fasteners to completely secure the deck to the support posts.

Abstract: A vehicle has a roof with a top and a floor with a connecting peripheral wall. The roof has a rearward section with small openings and a forward section with one large opening. A deck has an upper and a lower surface. The deck is located above the rearward section of the roof. Support members are vertically oriented and extend through the small openings in the roof. Each support member has a top and a bottom with each bottom coupled to the floor. Each top is coupled to the deck. The support members have a length to hold the entire deck a fixed distance above the top of the roof. The cross sectional area of each support member is a percentage of the cross sectional area of each small opening.

Abstract: The composite joist floor system includes joists supporting metal decking and a stand-off fasteners are spaced along the length of the joist Each fastener has an upper portion with a a through hardness between HRB 70 and HRC 40 and a lower portion having a threaded portion with a through hardness of between HRB 70 and HRC 40 and a thread-forming portion adjacent the threaded portion with at least a HRC 50 hardness and failure torque to thread-forming torque of at least 3.0 and a drive torque at least 20% less than a thread-forming torque, and a fluted lead portion adjacent the thread-forming portion with a nominal diameter between 70 and 95% of major diameter of the threaded portion adapted to form a fastener opening. These stand-off fasteners extend into and are encapsulated by a cementitious slab supported by the metal decking to form a composite floor system.