Abstract: An anti-seismic reinforcement structure using a panel zone reinforcing fixture, according to the present invention, comprises: panel zone reinforcing fixtures which are coupled, to reinforce an existing frame consisting of a column and a beam as existing members, to one side of the frame and which are respectively fixed to sides of the column and the beam at a panel zone where the existing column and the existing beam are joined to each other; a reinforcing column which is installed at one side of the column and has opposite ends thereof fixed to the panel zone reinforcing fixtures; and a reinforcing beam which is installed at one side of the beam and has opposite ends thereof fixed to the panel zone reinforcing fixtures.

Abstract: A concrete and steel insulated building is constructed by forming excavated holes and inserting into each hole a 3-dimensional reinforcing bar cage having a length so as to define reinforcement for a pile and to stand upwardly of the hole to a height above the hole to provide reinforcement for a column having a height of the building wall. The pile is formed by casting concrete into each hole around the cage and setting the material so as to define an upper surface of the pile at or above the ground. With the pile set, a formwork is defined by a series of stacked openable form components standing upwardly and a further body of concrete is cast into the formwork to form the column which is integrated with the pile by the cage. A roof and insulated walls are applied on the building supported by the columns.

Abstract: A building includes a foundation; a stud wall disposed above the foundation; the stud wall including a bottom plate, first and second studs extending from the bottom plate, and a top plate operably attached to the first and second studs; third and fourth studs operably attached to the respective first and second studs, the third and fourth studs including respective bottom ends; a first cross member disposed on the bottom plate, the bottom ends of the third and fourth studs bearing on the first cross member, the first cross member is made of metal; a second stud wall disposed above the first stud wall; and a tie rod having one end operably connected to the foundation, the tie rod extending through the first cross member and operably attached to the second stud wall.

Abstract: Disclosed herewith a modular integrated building and a construction method thereof. The building comprises multiple prefabricated room units (1). A bottom of a load-bearing structure of the prefabricated room unit (1) is provided with a semi-prefabricated connecting port (2). Reinforcing bars arranged at a top of the prefabricated room unit (1) of a next floor are inserted in the connecting port (2) and thus connected with reinforcing bars arranged therein, so that the prefabricated room units (1) of two adjacent floors are connected with each other through in-situ casting concrete in the connecting port (2). A cast-in-situ concrete interlayer (3) is arranged on a top plate (11) of the prefabricated room unit (1) of a next floor, for connecting adjacent prefabricated room units (1) of a same floor together.

Abstract: A sustainable floating and land application community based on a mass-produced modular, pre-fabricated kit of parts referred to as floating modular units (FMU) or land module units (LMU). Both modular units are designed to allow for various needs while remaining simple to deliver and assemble by hand in remote destinations prone to volatile shifts in water levels and currents. Both floating and land module units can be erected for use on land and bodies of water.

Abstract: A safety portal system for use in existing building, such as schools. The safety portal system includes a first portal section. The first portal section includes a first wall and a second wall, a first open end, a floor portion and a ceiling portion, the at least one open end defined by an outer edge. In addition to the first portal section, the safety portal system includes a second portal section. The second portal section includes a first wall and a second wall, at least one open end, a floor portion and a ceiling portion. The at least one open end of the second portal section is defined by an inner edge that cooperates and engages with the outer edge of the first portal section to create a protective overlap section. A method of installing the safety portal system includes positioning the safety portal system in a desired building and assembling the safety portal system. The safety portal system can then be secured in its desired location within the building.

Abstract: An example system is disclosed that may include a diaphragm, a pair of C-channels coupled to the diaphragm, a horizontal beam having two opposite ends, a pair of collars configured to slide onto the two opposite ends of the horizontal beam, the pair of collars each including a flange around a perimeter of each of the pair of collars, the flange configured to couple to an end of each of the pair of C-channels, a pair of columns coupled to the two opposite ends of the horizontal beam, and a brace coupled to at least one column of the pair of columns and the horizontal beam. An example method is disclosed for translating a lateral load from a diaphragm to a lateral load support system.

Abstract: Generally described, an airtight building, or Construx Airtight Hybrid Building (CAHYB), includes an internal structural support, for example, a core anchored to a concrete foundation wall or a concrete slab, to form the structural frame of the airtight building, and a plurality of insulated metal panels to provide atmospheric stability such that the atmosphere within the airtight building may be controlled. In some configurations, the insulated metal panels are used as the outside perimeter wall. Structural caulking is applied to the interface between the core and the plurality of insulated metal panels to form a building with a degree of airtightness.

Abstract: A sustainable building material and system comprising of panels with alternatively oriented spacers and with panel connectors, panel edges and composites thereof. It is manufactured from semi-material in two manufacturing operations; the first manufacturing the panels, panel connectors and edges and the second manufacturing sub-assembles or composite elements from these. The building material and system are suitable for manufacture and assembly at various levels of technology and investment, and are designed for efficiency in manufacture, transport and offsite and onsite assembly.

Abstract: A sustainable floating and land application community based on a mass-produced modular, pre-fabricated kit of parts referred to as floating modular units (FMU) or land module units (LMU). Both modular units are designed to allow for various needs while remaining simple to deliver and assemble by hand in remote destinations prone to volatile shifts in water levels and currents. Both floating and land module units can be erected for use on land and bodies of water.

Abstract: A building system for buildings comprising at least two stories, provided with: —a plurality of first portals (3, 3?) adapted to be arranged along at least two mutually parallel vertical planes and to be fixed to a base (2); —first connecting beams (15) for connecting a first portal (3?) and the next first portal (3) arranged along a same vertical plane of said at least two vertical planes; first floor panels (17) adapted to transversely connect together both the first portals (3, 3?) arranged along the at least two vertical planes, and the first connecting beams (15) arranged along the at least two vertical planes; —a plurality of second portals (40, 40?) adapted to be arranged along said at least two vertical planes, each on top of a respective first portal (3, 3?); wherein each first portal (3, 3?) and each second portal (40, 40?) are monolithic and substantially consist of at least two pillars (4) parallel to each other and of a beam (5, 5?), arranged transversely on top of the pillars (4), each pillar (4

Abstract: A system for handling various structural building components including a pick and stack-registry lug which is anchorable to the top of a building component for handling that component in either one, or both sequentially, of its two, pick and stack-registry functional modes, (b) a clamshell-style, releasably lockable clasp adapted to receive and close capturingly upon the lug under operational circumstances with the lug anchored to the top of a building component, and ready to function in its pick category of component-handling behavior, and (c) a guide socket includable in the base of a building component functional for camming, guided reception of a lug with the lug then functioning in its stack-registry mode of behavior to facilitate overhead stack registering of two building components in relation to the lowering of an overhead component onto the top of an underlying component whose top also has a lug anchored to it.

Abstract: A structural concrete panel preferably includes six connector boxes, a plurality of conduits, a plurality of rebar rods, a plurality of insulation blocks, a plurality of rebar mesh sheets and a concrete outer layer. Four corner connector boxes are located in each corner of the structural concrete panel. A side connector box is located between two corner connector boxes on each side of the structural concrete panel. Each end of a plurality of rebar rods are secured to two adjacent connector boxes. Two bottom rebar mesh sheets are retained on a bottom of the structural concrete panel. The plurality of insulation blocks are laid on the two bottom rebar mesh sheets. Two top rebar mesh sheets are retained on a top of the structural concrete. Concrete is molded around the plurality of rebar mesh sheets, the plurality of rebar rods and the plurality of insulation blocks.

Abstract: A framework wall structure, a building and a framework wall construction method that may improve structural performance against horizontal force and prevent damage to and around a joining member are provided. A viscoelastic member is sandwiched between joining surfaces of an adjacent member set formed of a stud, a lintel receiving portion and a block so that the viscoelastic member absorbs energy of horizontal force and absorption performance of vibration may be improved. Also, the viscoelastic member may decrease a shear force applied to a nail, prevent that the nail is deformed and a nail hole is enlarged, and prevent damages of the nail and a nailed member.

Abstract: A method is provided for erecting a multi-story building on a foundation using a plurality of pre-manufactured multi-story wall panels. A plurality of wall panels are erected on the foundation to form a perimeter of wall panels which extend vertically to span two or more stories of the building. A plurality of floor joists are joined between multi-story wall panels to extend generally horizontally therebetween. Optionally, once erected, concrete can be placed between the studs of the wall panels and in channels between joists. Various methods and materials for finishing the exterior side of the wall panels and reinforcing the wall panels and the joists are also provided.

Abstract: A multi-story tall building structure consisting plurality of three or more towers which are the primary structure enclosing a space longitudinally and transversely therein which are multiple floor/ceiling assemblies for multiple use occupied spaces including condos, military areas, observation, hotels, restaurants, retail, and offices. Each of the three towers has three or more vertical structural elements such as solid or hollow columns, or steel, concrete, or masonry constructs vertically extending. As an alternative occupied space including an aircraft landing deck or platform is attached to the top of the structure.

Abstract: It comprises a series of vertical profiles (1, 20, 21) anchored to cogged brackets (3) and previously fixed to the slabs or resistant structure of the building. It also comprises horizontal profiles (15) which are fastened to said vertical profiles and to which retention clamps (27, 28, 29, 32, 33) are connected in the flagstones (24), which have grooves on their horizontal edges. The vertical profile (1, 20, 21) has a frontal “C” rail (18) which is fixed to one of the U-shaped parts (16) that interconnect with other parts (17) mounted on a C-rail (19) of the horizontal profile (15). The horizontal profile (15) includes frontal upwards flanges (25, 26) for anchoring clamps (27, 28, 29, 32, 33) with flanges (31) to be inserted in the grooving of the flagstones (24).

Abstract: A frame construction for a low rise building. In the construction, a wall frame panel is made of thin light-gauge section steel by bonding together a surface member, a lower frame member, vertical frame members and an upper frame member. Roof or floor support girders are made of heavyweight section steel having H-shape or channel shape. The girders are coupled to frame construction panels by bolts or hold-down fasteners.

Abstract: A frame construction for a low rise building. In the construction, a wall frame panel is made of thin light-gauge section steel by bonding together a surface member, a lower frame member, vertical frame members and an upper frame member. Roof or floor support girders are made of heavyweight section steel having H-shape or channel shape. The girders are coupled to frame construction panels by bolts or hold-down fasteners.

Abstract: A precast wall system and a method for constructing a high-rise building using the precast wall system is disclosed. The system includes a plurality of interconnected precast panels. Each precast panel has a top end plate, a bottom end plate, a plurality of vertical bars disposed between and attached to the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first group of the interconnected precast panels are arranged vertically on a second group of the interconnected precast panels and the top end plate of each panel corresponding the first group is connected to the bottom end plate of a respective one of the panels corresponding to the second group. Methods for horizontally and vertically connecting the precast panels to each other are also disclosed.

Abstract: A system of spaces including a residential apartment unit in a multi-unit building arranged on multiple levels that provides the following attributes to all units in the building: Central corridor access to a middle level of each unit; through-unit feature with exposures at opposite sides of the building; a variety of ceiling heights, each appropriate to the function and formality of its respective space, which nest to conserve building height and bulk; and internal balconies and exposed interior stairs enabling vertically displaced spaces to interlock and communicate visually. The resulting unit is contained within a demising envelope whose shape, when rotated 180 degrees about a central public corridor serving a second such unit, forms a complimentary pair. The combined shape of each such pair of units enables it to be stacked vertically and abutted laterally into a simple rectangular solid that allows vertical continuity for optimum efficiency of structural and mechanical support systems.

Abstract: A floor system includes a pair of joist rim assemblies each having a web defining a first surface. The web also includes a mounting portion defining a second surface offset from the first surface. The joist rim may also include a prong defining a slot along with the web. A joist connector bracket is received within the slot and is connectable to the mounting portion of the web. A joist extends between the pair of joist rim assemblies and is connected to the joist connector bracket of each joist rim assembly.

Abstract: Room arrangements include at least two superposed prefabricated load-bearing room units. The room units have a ceiling, a floor and at least two walls that are made at least mainly of cellular board. Ships, buildings and methods for constructing a room arrangement are also provided, especially the construction of multi-storey rooms, for example, cabin compartments in ships or block of flats without middle decks or intermediate floors.

Abstract: Large span buildings without ordinary beams and columns are formed of vertical load-bearing composite wall-panels and composite floors, both including two concrete layers interconnected by steel strip webs. The stiff horizontal plane formed of assembled roof/ceiling units, supported by wall-panels, connected to both gables restrains transversal movement of longitudinally arranged wall-panels attached tops, bracing them simultaneously against sideway forces and lessening their buckling lengths. Floors, if any applied, being rigidly connected to the vertical panels additionally improve stability of the global structure. The structure, being braced in that way, behaves as a rigid box made of slender panels.

Abstract: The present invention describes a fire stop system for wall board construction. The patent addresses the problem of a gap between the head of a wall and a metal fluted deck. Described here-in is a fire resistance assembly made of multiple components of: a fire stop panel and a mounting channel. The fire stop panel or wall has a wallboard geometry manufactured to match the contour shape of a metal fluted deck in a “cookie cutter” fashion. This provides the advantages of saving time and material of wallboard construction, with a product that is novel, simple, and easy to manufacture and implement. The mounting channel of the fire stop system provides for an effective way to provide compliance of the stresses from the roofing/ceiling deck's stresses, easy assembly of the fire stop system, while allowing for a meeting of the fire safety rating.

Abstract: A system of building concrete homes and apartment buildings. The system creates a structure that is well insulated and that is very practical and economical to build. The system uses standard components such as wall ties, concrete forms, rigid foam insulation, and concrete, all of which are readily available in the market today. The system creates a building that is insulated and thermally broken at its structural connections such that use in temperate and colder climates is possible. Presently concrete construction finds only limited use for the construction of single family and multi-family housing. The system is economical to construct when compared to wood frame housing.

Abstract: A multistory concrete building formed entirely of poured in place concrete tunnels and method of making same. The structure is constructed so that the substructure can be used as a parking garage and the superstructure as residential space. The unique use of concrete tunnels in both the substructure and superstructure combines the benefits of column and plate construction with concrete tunnel construction while eliminating the need for a traditional transfer deck between the superstructure and substructure. In one embodiment, the parking structure is constructed from tunnel walls of alternating lengths such that the drive aisle in certain walls can be extended so as to allow additional parking spaces to be formed in the planes of those walls.

Abstract: This invention reveals new metal stud perimeter wall and load-bearing wall systems that support, without eccentricity, concrete-topped floors on open-web-steel-joists, deep-profiled composite metal decks and channel-shaped joists and allow upper floor framing to complete before floor concreting; a new composite steel beam for open-web-steel-joist support; a new shear-connection-ready open-web-steel joist; and a new perimeter metal stud wall system that incorporates an in-wall wheel-stopper. The new wall systems incorporate web-perforated studs, and/or web-perforated tracks doubling as concrete closures, and other concrete closure devices. The composite beam incorporates shear connectors protruding through a special web-perforated track fitted with a load-bearing block and cutouts in the legs for open-web-steel-joist support.

Abstract: A multi-level apartment building includes vertically stacked sections each containing at least one pair of apartments, where each apartment of an apartment pair contains a stairway assembly coupled to a vertically extending stair support wall assembly that contains utility distribution conduits. The stairway assembly for each apartment connects four levels of function space. One apartment of the pair in a vertical section is rotated 180 degrees in plan in relation to the other apartment of the pair which is entered on the opposite side of a public corridor that provides access to the apartments of the pair. The apartments are vertically stacked in alignment where an apartment of a pair is mirrored in plan in relation to a vertically underlying or overlying apartment of another pair, and the stair support assemblies of the respectively vertically stacked apartments are vertically aligned.

Abstract: A column/beam interconnection employing angular connectors which wrap complementarily around an outside corner in a column. Each connector includes, on each of two, next-adjacent column faces, a cantilever-projecting deflectable tab which is nominally spaced from another, confronting tab that belongs to a next-adjacent connector. These confronting, spaced tabs freely receive between them the end of the central web in an I-beam, and when clamplingly secured to such a web, deflect under spring resistance to introduce useful compressive forces through the associated connectors into the associated column. The proposed connector arrangement allows, with respect to the placement of a beam for connection to and between a pair of next adjacent columns, for the vertical shifting of the beam into proper place for connection of its central web to and between pairs of spaced tabs, without any need for any lateral shifting of the columns to allow for insertion of the beam between the columns.

Abstract: A building structure comprising: a support module; and one or more room modules, the or each room module being attachable to and cantilevered from the support module. The room modules are independently attached to the support module to allow independent removal or addition of room modules.

Abstract: A unit building 1 comprising a building unit 20 having a Rahmen construction including a column 21 and beam 23 rigid-connected to each other and fixed to a base 10, wherein a column foot of a building unit 20 is rigid-connected to a base 10, and a diagonal member 101 is provided between the column foot of the building unit 20 and a middle portion of a ceiling beam 23.

Abstract: A building structure formed from modular building elements, which include first modular building elements (1,9) having socket beam interconnection means (2), second modular building elements (13,14,15) and socket beams (7, 11) having first modular building element interconnection means (6); whereby a socket beam (7,11) forms an interconnection with at least one first modular building element (1,9) and at least one second modular building element (13, 14, 15) associates with a socket beam (7,11) and first modular building element interconnection, a socket beam (7,11) and at least one first modular building element (1,9) and at least one second modular building element (13,14,15) forming a configuration unit, the configuration unit being repeatable one atop the other, and being repeatable in a side-by-side fashion, a first modular building element associating or abutting with adjacent first modular building elements, a second modular building elements associating or abutting with adjacent second modular buildin

Abstract: A draft block joist system for preventing an airflow circulation therethrough. The system comprises a first and second elongated I-beams each having continuous upper and lower flange sections with a panel member disposed therebetween. The upper and lower flange sections of the first elongated I-beam are respectively connected with the upper and lower flange sections of the second elongated I-beam. An air gap is formed between the panel members of the first and second elongated I-beams thereby. By forming the air gap, an insulation member is removably insertable therein for preventing the airflow circulation therethrough.

Abstract: The subject of the invention is a method house building by using the construction elements prepared outside of the building site. The method consists of preparing the construction elements including beams, studs, and boards outside of the building site. The elements are then mounted onto a foundation at the building site to form a housing structure.

Abstract: A cooling tower is provided for industrial process cooling as well as air conditioning systems. The cooling tower includes a base that has a bottom for supporting the base on a substrate and a plurality of support posts extending away from the bottom. The main body includes a top wall with at least one fan aperture and a plurality of side walls extending downwardly from the top wall. The side walls are dimensioned and configured to telescope onto upper ends of the support posts. Thus, areas beneath the main body and between the support posts define inlets for accommodating airflow generated by the cooling fan mounted in the top wall.

Abstract: A building structure formed from modular building elements, which include first modular building elements (1, 9) having socket beam interconnection means (2), second modular building elements (13, 14, 15) and socket beams (7, 11) having first modular building element interconnection means (6); whereby a socket beam (7, 11) forms an interconnection with at least one first modular building element (1, 9) and at least one second modular building element (13, 14, 15) associates with a socket beam (7, 11) and first modular building element interconnection, a socket beam (7, 11) and at least one first modular building element (1, 9) and at least one second modular building element (13, 14, 15) forming a configuration unit, the configuration unit being repeatable one atop the other, and being repeatable in a side-by-side fashion, a first modular building element associating or abutting with adjacent first modular building elements, a second modular building elements associating or abutting with adjacent second modul

Abstract: A building frame resistant to earthquakes, gale-force wind loads, fire, insects and rot includes a peripheral frame wall constructed of rectangular steel tubing. Side wall frame modules bolted together along adjacent edges, and end wall modules bolted together along adjacent edges and to the ends of the connected side wall modules form the peripheral frame wall. Diagonal bracing is built into selected side and end wall modules as required for the desired degree of wind resistance. Trusses made of various size tube such as 2×3 inch rectangular steel tubing for supporting a roof, including a hip roof, on the peripheral wall, are assembled and welded in a welding shop and the prefabricated trusses and wall modules are trucked to the building site. Multiple stories may be erected and fastened together by anchor brackets arranged bottom-to-bottom above and below the second and higher floors. The building frame is secured to a foundation by attaching the anchor brackets to anchor bolts set in the foundation.

Abstract: A clean room which avoids the problems attendant with the raised floor found in prior art clean rooms uses a perforated floor upon which equipment can be directly placed. The perforated floor includes a regular array of openings through which air can pass to an underlying facility room. The openings are covered by a grate through which the air can pass. In combination the perforated floor and the grates are able to support equipment in any location thereon.

Abstract: The structural framing system comprises a steel beam that supports flooring components interconnected through the addition of a solidifying material such as poured concrete. A structural framing system is created by anchoring steel beams to vertical columns, spanning floor sections between the steel beams, pouring concrete into the interior of the beams and contacting the flooring components, and then forming a rigid joint between the steel beam, floor sections and columns through the addition of a bonding layer.

Abstract: A beam structure, the beam having a body with two spaced-apart ends, two blocks in the body, each optionally with at least one lifting eye, each of the two blocks spaced-apart from each other and spaced-apart from the two spaced-apart ends of the body; and a structure with a first beam and a second beam, each beam comprising a body with two spaced-apart ends, two blocks in the body, in one aspect of the size of standard ISO corner fittings, each of the two blocks spaced-apart from each other and spaced-apart from the two spaced-apart ends of the body, each beam having a tubular support on and projecting from each block, the tubular supports aligned as two pairs of tubular supports, two tubular members one each extending between each pair of the tubular supports, each tubular member having two ends with one end projecting into one of the tubular supports of a pair of tubular supports and one end projecting into the other tubular support of the pair of tubular supports.

Abstract: A horizontal joint between upper and lower building panels, as well as a building wall including such a horizontal joint, in which a liquid diverting arrangement includes a gutter with first and second ends and at least one aperture disposed between these ends. Also contemplated are a method and apparatus for forming at least two building panels, in which the panels have different reveal dimensions, and a method and apparatus for forming a building panel in which a first reveal portion is registered while a second reveal portion has been formed at a preselected distance therefrom. Further contemplated are a method and kit for customizably assembling a building wall, in which panels having different thickness dimensions can be interchangeably connected with one another, as well as a method and kit for customizably assembling a building wall, in which on or more decorative profile panels and one or more structural building wall panels can be interchangeably connected with one another.

Abstract: A horizontal joint between upper and lower building panels, as well as a building wall including such a horizontal joint, in which a liquid diverting arrangement includes a gutter with first and second ends and at least one aperture disposed between these ends. Also contemplated are a method and apparatus for forming at least two building panels, in which the panels have different reveal dimensions, and a method and apparatus for forming a building panel in which a first reveal portion is registered while a second reveal portion has been formed at a preselected distance therefrom. Further contemplated are a method and kit for customizably assembling a building wall, in which panels having different thickness dimensions can be interchangeably connected with one another, as well as a method and kit for customizably assembling a building wall, in which on or more decorative profile panels and one or more structural building wall panels can be interchangeably connected with one another.