An automated computer-implemented and robotic-implemented assembly method for manufacturing and assembling a wooden structure. The method includes receiving, at a truss manufacture computing device, designs for a plurality of wooden structures and assembling the wooden structures in a joint-by-joint extrusion sequence.
A locking assembly for use in building construction includes a locking body configured to be mounted on a first modular building unit and extend in a first direction away from the first modular building unit. The locking body is configured to receive and engage another locking assembly of a second modular building unit for locating the first modular building unit and the second modular building unit with respect to each other. A locking extension is configured to be mounted on the first modular building unit and extend in a second direction, opposite the first direction, away from the first modular building unit. The locking extension is configured to engage another locking body on a third modular building unit to lock the first modular building unit to the third modular building unit.
E04B 1/38 - Connections for building structures in general
E04B 1/348 - Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
A modular building unit has an interior space and is placed with other modular building units to form a building. The unit includes a first modular section having a first floor frame and a first wall frame extending up from the first floor frame. The first modular section defines a first portion of the interior space of the unit. The first floor frame underlies the first portion of the interior space of the unit. A second modular section includes a second floor frame and a second wall frame extending up from the second floor frame. The second modular section defines a second portion of the interior space of the unit. The second floor frame underlies the second portion of the interior space of the unit. A connection couples the first and second modular sections to one another. The first and second floor frames being generally coplanar with one another.
A modular building unit has an interior space and is placed with other modular building units to form a building. The unit includes a first modular section having a first floor frame and a first wall frame extending up from the first floor frame. The first modular section defines a first portion of the interior space of the unit. The first floor frame underlies the first portion of the interior space of the unit. A second modular section includes a second floor frame and a second wall frame extending up from the second floor frame. The second modular section defines a second portion of the interior space of the unit. The second floor frame underlies the second portion of the interior space of the unit. A connection couples the first and second modular sections to one another. The first and second floor frames being generally coplanar with one another.
E04B 1/348 - Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
E04H 1/12 - Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
An exterior wall section forms a portion of an exterior wall of a building. The building has multiple floors and a framework defining the multiple floors. The exterior wall section includes a structural layer to be connected to the framework. The structural layer includes a plurality of studs connected together. An insulation layer is supported by the structural layer to insulate the building. Siding is supported by the structural layer and defines an exterior side of the exterior wall section. A perimeter of the exterior wall section is defined by the edge margins of the structural layer, the insulation layer and/or the siding. The exterior wall section includes an interlocking structure extending along the perimeter that mates with an interlocking structure of another exterior wall section to form a seal with said another exterior wall section when the exterior wall sections are connected to the building.
E04B 1/20 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stone-like material
6.
ULTRA STABLE CEMENTITIOUS MATERIAL FORMULATION, PROCESS FOR ITS MAKING, AND ULTRA STABLE TILE BACKER BOARD FORMULATION AND PROCESSES FOR ITS MAKING
An ultrastable cementitious material with nano-molecular veneer makes a cementitious material by blending 29 wt % to 40 wt % of a magnesium oxide dry powder containing 80 wt % to 98 wt % of magnesium oxide based on a final total weight of the cementitious material, with 14 wt % to 18 wt % of a magnesium chloride dissolved in water and reacting to form a liquid suspension, mixing from 2 to 10 minutes, adding a phosphorus-containing material, and allowing the liquid suspension to react into an amorphous phase cementitious material, wherein a portion of the amorphous phase cementitious material grows a plurality of crystals. The plurality of crystals are encapsulated by the amorphous phase cementitious material forming a nano-molecular veneer. A process to make the ultrastable cementitious material. A tile backer board incorporating the ultrastable cementitious material and a process for making the tile backer board.
C04B 16/08 - Macromolecular compounds porous, e.g. expanded polystyrene beads
C04B 18/24 - Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper
C04B 22/16 - Acids or salts thereof containing phosphorus in the anion, e.g. phosphates
C04B 28/32 - Magnesium oxychloride cements, e.g. Sorel cement
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/26 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups
H02S 10/10 - PV power plants; Combinations of PV energy systems with other systems for the generation of electric power including a supplementary source of electric power, e.g. hybrid diesel-PV energy systems
H02S 40/32 - Electrical components comprising DC/AC inverter means associated with the PV module itself, e.g. AC modules
H02S 40/38 - Energy storage means, e.g. batteries, structurally associated with PV modules
C04B 9/02 - Magnesium cements containing chlorides, e.g. Sorel cement
C04B 111/00 - Function, property or use of the mortars, concrete or artificial stone
E04B 2/56 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members
E04B 2/64 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
E04B 2/66 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
E04B 2/68 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
E04B 2/72 - Walls of elements of relatively thin form
E04C 2/06 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement reinforced
E04C 2/16 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of foamed products of fibres, chips, vegetable stems, or the like
E04C 2/288 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
A modular building assembly of a building includes a modular building unit that forms a portion of the building. The modular building unit includes a structural frame having an exterior side arranged adjacent to an exterior of the building. A façade is mounted on the structural frame. A joining frame is mounted on the structural frame of the modular building unit independently of the façade. The joining frame includes a weather-proofing interface extending along an outer perimeter of the joining frame. The weather-proofing interface engages a joining frame of at least one other modular building assembly to form a seal with the at least one other modular building assembly when the modular building assembly and at least one other modular building assembly are arranged next to one another in the building.
A modular building assembly of a building includes a modular building unit that forms a portion of the building. The modular building unit includes a structural frame haying an exterior side arranged adjacent to an exterior of the building. A facade is mounted on the structural frame. A joining frame is mounted on the structural frame of the modular building unit independently of the facade. The joining frame includes a weather-proofing interface extending along an outer perimeter of the joining frame. The weather-proofing interface engages a joining frame of at least one other modular building assembly to form a seal with said at least one other modular building assembly when the modular building assembly and at least one other modular building assembly are arranged next to one another in the building.
E04B 1/348 - Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
E04B 1/38 - Connections for building structures in general
E04H 1/12 - Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
F16B 7/00 - Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
F16S 3/04 - Elongated members, e.g. profiled members; Assemblies thereof; Gratings or grilles designed for being joined to similar members in various relative positions
42 - Scientific, technological and industrial services, research and design
Goods & Services
Providing a website featuring online non-downloadable software for use in the field of structural engineering to create building designs for building construction
42 - Scientific, technological and industrial services, research and design
Goods & Services
Providing a website featuring online non-downloadable software for use in the field of structural engineering to create building designs for building construction
A floor joist system (9) comprises a flat sheet metal structural web member (10) for interconnecting a pair of parallel spaced apart wood chord members (11), said web member (10) being V-shaped, comprising first and second legs (12, 13) integrally joined at one of their respective ends, a plurality of teeth struck from said one end of each leg (12, 13) and extending from one face, constituting the inside face, of the web member (10), said teeth being adapted to be driven into one of the chord members (11), and a plurality of teeth struck from the other end of each leg and extending from the inside face of the web member (10), said teeth being adapted to be driven into the other of said chord members (11). The system further comprises a bracket (1) for holding a suspended ceiling.
E04B 9/18 - Means for suspending the supporting construction
E04B 9/04 - Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, sheets or the like
An automated wall frame assembly system for use in assembling a wall frame includes an advancer assembly including a conveyor system configured to transport first frame members along an assembly axis to an output of the conveyor system. A frame unit is disposed generally at the output of the conveyor system and is configured to receive the first frame members from the conveyor system and attach a second frame member to the first frame members. A gantry assembly is disposed above the advancer assembly. The gantry assembly includes a gantry frame and at least one gantry tool movably attached to the gantry frame. The gantry tool is operable to deliver the second frame member to the advancer assembly from a location above the advancer assembly for being attached to the first frame members.
An automated wall frame assembly system for use in assembling a wall frame includes an advancer assembly including a conveyor system configured to transport first frame members along an assembly axis to an output of the conveyor system. A frame unit is disposed generally at the output of the conveyor system and is configured to receive the first frame members from the conveyor system and attach a second frame member to the first frame members. A gantry assembly is disposed above the advancer assembly. The gantry assembly includes a gantry frame and at least one gantry tool movably attached to the gantry frame. The gantry tool is operable to deliver the second frame member to the advancer assembly from a location above the advancer assembly for being attached to the first frame members.
An ultra-stable structural laminate with fire resistance and a lateral nail pull strength from 44 to 300 pounds of force and an insulation R value from 1 to 40, the ultra-stable structural laminate of a cementitious material with a nano-molecular veneer and a foam component catalytically reacted into an expanded closed cell foam having a thickness from ⅛th inch to 8 inches, a density from 1.5 pounds/cubic foot to 3 pounds/cubic foot that self-adheres to the cementitious material forming an ultra-stable structural laminate with fire resistance and a lateral nail pull strength from 44 pounds to 300 pounds of force, an insulation R value from 1 to 40, a resistance to seismic impact for earthquakes over 3.1 on the Richter Scale, a break point from 7 lbs/inch to 100 lbs/inch; and a resistance to wind shear equivalent to a 15 mph downburst.
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/26 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups
B32B 13/02 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material with fibres or particles embedded in it or bonded with it
B32B 13/04 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such substances as the main or only constituent of a layer, next to another layer of a specific substance
B32B 5/18 - Layered products characterised by the non-homogeneity or physical structure of a layer characterised by features of a layer containing foamed or specifically porous material
A bracket (1) for holding a suspended ceiling has a first end (2) for anchoring the bracket (1) to a beam or the like of a building structure and a second end (3) to which a mounting profile is attachable on which a building panel is mountable. The bracket (1) has a rectangular and flat part (4) that in use is horizontally arranged between the first and second ends (2, 3). The length (L) of the flat part (4) between the first and second ends (2, 3) is at least 1.5 times as long as the width (W) of the flat part (4).
A lumber cutting and delivery system for use in assembling trusses on a truss table includes a saw for cutting a piece of material into pieces of a truss. A trunk conveyor system receives the pieces cut from the saw. The trunk conveyor system has a first conveying element to transport the pieces over a distance in a travel direction and an ejector for discharging the pieces from the first conveying element in a first discharge direction. A branch conveyor system is configured to receive the pieces discharged from the trunk conveyor system in the first discharge direction. The branch conveyor system has a main conveying element to transport the pieces.
A method of managing proxy objects within CAD Models by attaching Meta Data to each Proxy and HD Object and translating 2D coordinates into 3D coordinates from within a 3D CAD model with additional data being added through a 360 viewer. The method enables the user to programmatically swap one Proxy Object with one or more HD Objects. All Proxy Objects and HD Objects are stored in a secure database structure while providing access by users to the proxy objects and all related product information. Non-technical and non-CAD users can configure objects within a space by selecting an object, browsing a catalog of possible alternative objects, viewing specific product details and then selecting the object to replace the selected object. Once a new object is selected, a photo realistic 360 image of a scene is created in real time.
The present invention is directed to processes for making cementitious construction material, in particular magnesium oxychloride (MOC) cementitious construction material (e.g., MOC boards). The processes relate to one or more operations of the overall material production process, including material storage and handling, mixing of materials, curing to form magnesium oxychloride cement, board handling, and/or packaging. Various processes of the present invention involve process control strategies and/or algorithms to provide improved processes for producing construction material. In particular, the processes of the present invention provide improvements in board properties as detailed below (e.g., racking strength), speed of board production, economics of board production, reduction in complexity of manufacture, improvements in consistency of board manufacture, and improvements in quality control.
C04B 9/20 - Manufacture, e.g. preparing the batches
C04B 28/32 - Magnesium oxychloride cements, e.g. Sorel cement
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
F26B 3/04 - Drying solid materials or objects by processes involving the application of heat by convection, i.e. heat being conveyed from a heat source to the materials or objects to be dried by a gas or vapour, e.g. air the gas or vapour circulating over, or surrounding, the materials or objects to be dried
F26B 13/10 - Arrangements for feeding, heating or supporting materials; Controlling movement, tension or position of materials
F26B 21/02 - Circulating air or gases in closed cycles, e.g. wholly within the drying enclosure
The present invention is directed to processes for making cementitious construction material, in particular magnesium oxychloride (MOC) cementitious construction material (e.g., MOC boards). The processes relate to one or more operations of the overall material production process, including material storage and handling, mixing of materials, curing to form magnesium oxychloride cement, board handling, and/or packaging. Various processes of the present invention involve process control strategies and/or algorithms to provide improved processes for producing construction material. In particular, the processes of the present invention provide improvements in board properties as detailed below (e.g., racking strength), speed of board production, economics of board production, reduction in complexity of manufacture, improvements in consistency of board manufacture, and improvements in quality control.
C04B 28/32 - Magnesium oxychloride cements, e.g. Sorel cement
C04B 40/00 - Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
C04B 22/16 - Acids or salts thereof containing phosphorus in the anion, e.g. phosphates
09 - Scientific and electric apparatus and instruments
Goods & Services
Downloadable computer software for managing construction projects, namely, identifying and coordinating the use of structural building components to be used in building construction projects
42 - Scientific, technological and industrial services, research and design
Goods & Services
Providing temporary use of on-line non-downloadable software for managing construction projects, namely, identifying and coordinating the use of structural building components to be used in building construction projects
06 - Common metals and ores; objects made of metal
Goods & Services
Metal building materials in the nature of modular construction materials, namely, connector plates, for use in construction of modular buildings; metal modular construction system, namely, structural components comprised of connector plates for building framing; modular construction forms made of metal in the nature of metal connectors used to form wood components within wood structures
30.
CEMENTITIOUS CONSTRUCTION MATERIAL CONTAINING MAGNESIUM OXYCHLORIDE CRYSTALS
The present invention generally relates to cementitious material that is a precursor of a magnesium oxychloride cement (MOC) and comprises treated carbon fibers comprising a dispersing agent at least partially coating the carbon fibers and processes for the preparation thereof. The present invention is also related to cementitious material that is a precursor of a magnesium oxychloride cement (MOC) and comprises siliconate and processes for the preparation thereof. The present invention further relates to cementitious material (e.g., pourable, extrudable, moldable and formable cementitious material) and cementitious construction material (e.g., boards, structural laminates, etc.) formed from curing the cementitious material.
C04B 22/16 - Acids or salts thereof containing phosphorus in the anion, e.g. phosphates
C04B 40/00 - Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
B32B 13/02 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material with fibres or particles embedded in it or bonded with it
B32B 13/04 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such substances as the main or only constituent of a layer, next to another layer of a specific substance
A construction connector that connects to a support member with a fastener has a connection element that engages the support member and a fastener receiver connected to the connection element. The fastener receiver includes a raised element and a driving element. The raised element has a proximal end portion connected to the connection element and a distal end portion disposed distally of the proximal end portion. The driving element is coupled to the distal end portion of the raised element and projects generally proximally from the distal end portion of the raised element. The driving element includes a cylindrical wall defining a fastener opening sized and shaped to receive the fastener. The driving element is constructed to be driven into the support member as the fastener is driven into the support member.
F16B 13/08 - Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front with separate gripping parts moved into their final position in relation to the body of the device without further manual operation
F16B 13/04 - Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front
F16B 5/00 - Joining sheets or plates to one another or to strips or bars parallel to them
32.
CEMENTITIOUS CONSTRUCTION MATERIAL CONTAINING MAGNESIUM OXYCHLORIDE CRYSTALS
The present invention generally relates to cementitious material that is a precursor of a magnesium oxychloride cement (MOC) and comprises treated carbon fibers comprising a dispersing agent at least partially coating the carbon fibers and processes for the preparation thereof. The present invention is also related to cementitious material that is a precursor of a magnesium oxychloride cement (MOC) and comprises siliconate and processes for the preparation thereof. The present invention further relates to cementitious material (e.g., pourable, extrudable, moldable and formable cementitious material) and cementitious construction material (e.g., boards, structural laminates, etc.) formed from curing the cementitious material.
C04B 28/32 - Magnesium oxychloride cements, e.g. Sorel cement
C04B 28/30 - Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing magnesium cements
C04B 9/20 - Manufacture, e.g. preparing the batches
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
A locking assembly for use in building construction includes a locking body configured to be mounted on a first modular building unit and extend in a first direction away from the first modular building unit. The locking body is configured to receive and engage another locking assembly of a second modular building unit for locating the first modular building unit and the second modular building unit with respect to each other. A locking extension is configured to be mounted on the first modular building unit and extend in a second direction, opposite the first direction, away from the first modular building unit. The locking extension is configured to engage another locking body on a third modular building unit to lock the first modular building unit to the third modular building unit.
E04B 1/348 - Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
A locking assembly for use in building construction includes a locking body configured to be mounted on a first modular building unit and extend in a first direction away from the first modular building unit. The locking body is configured to receive and engage another locking assembly of a second modular building unit for locating the first modular building unit and the second modular building unit with respect to each other. A locking extension is configured to be mounted on the first modular building unit and extend in a second direction, opposite the first direction, away from the first modular building unit. The locking extension is configured to engage another locking body on a third modular building unit to lock the first modular building unit to the third modular building unit.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/348 - Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
An exterior wall section forms a portion of an exterior wall of a building. The building has multiple floors and a framework defining the multiple floors. The exterior wall section includes a structural layer to be connected to the framework. The structural layer includes a plurality of studs connected together. An insulation layer is supported by the structural layer to insulate the building. Siding is supported by the structural layer and defines an exterior side of the exterior wall section. A perimeter of the exterior wall section is defined by the edge margins of the structural layer, the insulation layer and/or the siding. The exterior wall section includes an interlocking structure extending along the perimeter that mates with an interlocking structure of another exterior wall section to form a seal with said another exterior wall section when the exterior wall sections are connected to the building.
E04B 1/20 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stone-like material
36.
RAPID ASSEMBLY CONSTRUCTION MODULES AND METHODS FOR USE
A module for use in constructing a building includes a ceiling assembly. Wall assemblies are configured for attachment to opposite sides of the ceiling assembly generally at tops of the wall assemblies. A floor assembly is configured for attachment generally to bottoms of the wall assemblies. Connector plates are attached to the wall assemblies. The connector plates are configured to receive fasteners for attaching the ceiling assembly and floor assembly to the wall assemblies. A method of construction using the modules is also disclosed.
E04B 1/348 - Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
A module for use in constructing a building includes a ceiling assembly. Wall assemblies are configured for attachment to opposite sides of the ceiling assembly generally at tops of the wall assemblies. A floor assembly is configured for attachment generally to bottoms of the wall assemblies. Connector plates are attached to the wall assemblies. The connector plates are configured to receive fasteners for attaching the ceiling assembly and floor assembly to the wall assemblies. A method of construction using the modules is also disclosed.
E04B 1/348 - Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
A module for use in constructing a building includes a ceiling assembly. Wall assemblies are configured for attachment to opposite sides of the ceiling assembly generally at tops of the wall assemblies. A floor assembly is configured for attachment generally to bottoms of the wall assemblies. Connector plates are attached to the wall assemblies. The connector plates are configured to receive fasteners for attaching the ceiling assembly and floor assembly to the wall assemblies. A method of construction using the modules is also disclosed.
A method of managing proxy objects within CAD Models by attaching Meta Data to each Proxy and HD Object and translating 2D coordinates into 3D coordinates from within a 3D CAD model with additional data being added through a 360 viewer. The method enables the user to programmatically swap one Proxy Object with one or more HD Objects. All Proxy Objects and HD Objects are stored in a secure database structure while providing access by users to the proxy objects and all related product information. Non-technical and non-CAD users can configure objects within a space by selecting an object, browsing a catalog of possible alternative objects, viewing specific product details and then selecting the object to replace the selected object. Once a new object is selected, a photo realistic 360 image of a scene is created in real time.
A floor joist system (9) comprises a flat sheet metal structural web member (10) for interconnecting a pair of parallel spaced apart wood chord members (11), said web member (10) being V-shaped, comprising first and second legs (12, 13) integrally joined at one of their respective ends, a plurality of teeth struck from said one end of each leg (12, 13) and extending from one face, constituting the inside face, of the web member (10), said teeth being adapted to be driven into one of the chord members (11), and a plurality of teeth struck from the other end of each leg and extending from the inside face of the web member (10), said teeth being adapted to be driven into the other of said chord members (11). The system further comprises a bracket (1) for holding a suspended ceiling.
E04B 9/18 - Means for suspending the supporting construction
E04B 1/26 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
E04C 3/02 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms
E04C 3/16 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
E04C 3/18 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms of wood, e.g. with reinforcements, with tensioning members with metal reinforcements or tensioning members
E04C 3/29 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms built-up from parts of different materials
A floor joist system (9) comprises a flat sheet metal structural web member (10) for interconnecting a pair of parallel spaced apart wood chord members (11), said web member (10) being V-shaped, comprising first and second legs (12, 13) integrally joined at one of their respective ends, a plurality of teeth struck from said one end of each leg (12, 13) and extending from one face, constituting the inside face, of the web member (10), said teeth being adapted to be driven into one of the chord members (11), and a plurality of teeth struck from the other end of each leg and extending from the inside face of the web member (10), said teeth being adapted to be driven into the other of said chord members (11). The system further comprises a bracket (1) for holding a suspended ceiling.
E04B 9/18 - Means for suspending the supporting construction
E04B 1/26 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
E04C 3/02 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms
E04C 3/16 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
E04C 3/18 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms of wood, e.g. with reinforcements, with tensioning members with metal reinforcements or tensioning members
E04C 3/29 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms built-up from parts of different materials
A bracket (1) for holding a suspended ceiling has a first end (2) for anchoring the bracket (1) to a beam or the like of a building structure and a second end (3) to which a mounting profile is attachable on which a building panel is mountable. The bracket (1) has a rectangular and flat part (4) that in use is horizontally arranged between the first and second ends (2, 3). The length (L) of the flat part (4) between the first and second ends (2, 3) is at least 1,5 times as long as the width (W) of the flat part (4).
E04B 9/00 - Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
E04B 9/06 - Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction
E04B 9/16 - Connections between non-parallel members of the supporting construction the members lying in different planes
E04B 9/18 - Means for suspending the supporting construction
E04B 9/20 - Means for suspending the supporting construction adjustable
E04B 9/24 - Connection of slabs, sheets or the like to the supporting construction with the slabs, sheets or the like positioned on, or held against, horizontal flanges of the supporting construction
A bracket (1) for holding a suspended ceiling has a first end (2) for anchoring the bracket (1) to a beam or the like of a building structure and a second end (3) to which a mounting profile is attachable on which a building panel is mountable. The bracket (1) has a rectangular and flat part (4) that in use is horizontally arranged between the first and second ends (2, 3). The length (L) of the flat part (4) between the first and second ends (2, 3) is at least 1,5 times as long as the width (W) of the flat part (4).
E04B 9/00 - Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
E04B 9/06 - Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction
E04B 9/16 - Connections between non-parallel members of the supporting construction the members lying in different planes
E04B 9/18 - Means for suspending the supporting construction
E04B 9/20 - Means for suspending the supporting construction adjustable
E04B 9/24 - Connection of slabs, sheets or the like to the supporting construction with the slabs, sheets or the like positioned on, or held against, horizontal flanges of the supporting construction
Tile backer boards in the nature of magnesium cement boards for use in building and general construction of walls and flooring; waterproofing membranes for floors and walls; underlayments for tile, stone, and ceramic floors; sheathing board
Tile backer boards in the nature of magnesium cement boards for use in building and general construction of walls and flooring; waterproofing membranes for floors and walls; underlayments for tile, stone, and ceramic floors; sheathing board
45 - Legal and security services; personal services for individuals.
Goods & Services
Licensing of intellectual property for the manufacturing of backer boards, sheathing, and other structures used in construction with fire-proof and water-proof properties used in the field of construction
A concealed connector for connecting a first structural component to a second structural component includes a connection portion and a connection plate. The connection portion attaches to the second structural component. The connection plate attaches to the first structural component. The connection plate is coupled to the connection portion and extends into a slot in the first structural component. The connection plate has a perforated region that is penetrated by at least one fastener to attach the connection plate to the first structural component. The perforated region is deformed by the at least one fastener to permit the at least one fastener to penetrate the perforated region of the connection plate.
A concealed connector for connecting a first structural component to a second structural component includes a connection portion and a connection plate. The connection portion attaches to the second structural component. The connection plate attaches to the first structural component. The connection plate is coupled to the connection portion and extends into a slot in the first structural component. The connection plate has a perforated region that is penetrated by at least one fastener to attach the connection plate to the first structural component. The perforated region is deformed by the at least one fastener to permit the at least one fastener to penetrate the perforated region of the connection plate.
An expandable washer for use with a fastener to maintain tension in the fastener after connection to a component comprises first and second disks. The first and second disks cooperatively define a channel having a dimension parallel to the expansion axis which decreases from a location remote from to a location closer to the expansion axis. The first and second disks are configured to pass the fastener through them and to the component. The fastener operatively engages the first disk for moving with the first disk and to place the fastener in tension when the fastener is connected to the component. The expandable washer further includes a cam located radially outward from the expansion axis and biased for movement toward the expansion axis to drive the first and second disks apart to maintain the application of force against the fastener.
F16B 39/24 - Locking of screws, bolts, or nuts in which the locking takes place during screwing down or tightening by means of washers, spring washers, or resilient plates that lock against the object
F16B 43/00 - Washers or equivalent devices; Other devices for supporting bolt-heads or nuts
An expandable washer for use with a fastener to maintain tension in the fastener after connection to a component comprises first and second disks. The first and second disks cooperatively define a channel having a dimension parallel to the expansion axis which decreases from a location remote from to a location closer to the expansion axis. The first and second disks are configured to pass the fastener through them and to the component. The fastener operatively engages the first disk for moving with the first disk and to place the fastener in tension when the fastener is connected to the component. The expandable washer further includes a cam located radially outward from the expansion axis and biased for movement toward the expansion axis to drive the first and second disks apart to maintain the application of force against the fastener.
F16B 39/24 - Locking of screws, bolts, or nuts in which the locking takes place during screwing down or tightening by means of washers, spring washers, or resilient plates that lock against the object
F16B 43/00 - Washers or equivalent devices; Other devices for supporting bolt-heads or nuts
A joint connection structure of a building framework includes a column assembly including a column and a pair of gusset plates connected to the column on opposite sides of the column and extending laterally outward from the column. A full-length beams assembly includes a full-length beam having upper and lower flanges and an end portion received between the gusset plates. A connecting member is operatively attached by welding to at least one of the flanges of the full-length beam. The connecting member is bolted to at least one of the gusset plates of the column assembly to connect the full-length beam assembly to the column assembly.
E04C 3/06 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms of metal with substantially solid, i.e. unapertured, web
An exterior wall section forms a portion of an exterior wall of a building. The building has multiple floors and a framework defining the multiple floors. The exterior wall section includes a structural layer to be connected to the framework. The structural layer includes a plurality of studs connected together. An insulation layer is supported by the structural layer to insulate the building. Siding is supported by the structural layer and defines an exterior side of the exterior wall section. A perimeter of the exterior wall section is defined by the edge margins of the structural layer, the insulation layer and/or the siding. The exterior wall section includes an interlocking structure extending along the perimeter that mates with an interlocking structure of another exterior wall section to form a seal with said another exterior wall section when the exterior wall sections are connected to the building.
An exterior wall section forms a portion of an exterior wall of a building. The building has multiple floors and a framework defining the multiple floors. The exterior wall section includes a structural layer to be connected to the framework. The structural layer includes a plurality of studs connected together. An insulation layer is supported by the structural layer to insulate the building. Siding is supported by the structural layer and defines an exterior side of the exterior wall section. A perimeter of the exterior wall section is defined by the edge margins of the structural layer, the insulation layer and/or the siding. The exterior wall section includes an interlocking structure extending along the perimeter that mates with an interlocking structure of another exterior wall section to form a seal with said another exterior wall section when the exterior wall sections are connected to the building.
An exterior wall section forms a portion of an exterior wall of a building. The building has multiple floors and a framework defining the multiple floors. The exterior wall section includes a structural layer to be connected to the framework. The structural layer includes a plurality of studs connected together. An insulation layer is supported by the structural layer to insulate the building. Siding is supported by the structural layer and defines an exterior side of the exterior wall section. A perimeter of the exterior wall section is defined by the edge margins of the structural layer, the insulation layer and/or the siding. The exterior wall section includes an interlocking structure extending along the perimeter that mates with an interlocking structure of another exterior wall section to form a seal with said another exterior wall section when the exterior wall sections are connected to the building.
E04B 1/20 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stone-like material
th inch to 8 inches, a density from 1.5 pounds/cubic foot to 3 pounds/cubic foot that self-adheres to the cementitious material forming an ultra-stable structural laminate with fire resistance and a lateral nail pull strength from 44 pounds to 300 pounds of force, an insulation R value from 1 to 40, a resistance to seismic impact for earthquakes over 3.1 on the Richter Scale, a break point from 7 lbs/inch to 100 lbs/inch; and a resistance to wind shear equivalent to a 15 mph downburst.
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/26 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups
B32B 13/02 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material with fibres or particles embedded in it or bonded with it
B32B 13/04 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such substances as the main or only constituent of a layer, next to another layer of a specific substance
B32B 5/18 - Layered products characterised by the non-homogeneity or physical structure of a layer characterised by features of a layer containing foamed or specifically porous material
A joint connection structure of a building framework includes a column assembly including a column and a pair of gusset plates connected to the column on opposite sides of the column and extending laterally outward from the column. A beam assembly includes a beam having upper and lower flanges and an end portion received between the gusset plates. The beam assembly is bolted to the column assembly. A channel is attached to one of the column and beam to facilitate connection of the beam assembly to the column assembly. The channel defines an elongate slot for attaching the channel to said one of the column and beam.
A joint connection structure of a building framework includes a column assembly including a column and a pair of side plates attached to the column on opposite sides of the column and extending laterally outward from the column. A beam assembly includes a beam having an end portion received between the side plates. At least one of the column and the beam has an opening in an area between the side plates to provide access for bolting at least one of the side plates to one of the column and the beam. The opening is free of a fastener extending through the opening when the column assembly is attached to the beam assembly.
A joint connection structure of a building framework includes a column assembly including a column and a pair of side plates attached to the column on opposite sides of the column and extending laterally outward from the column. A beam assembly includes a beam having an end portion received between the side plates. At least one of the column and the beam has an opening in an area between the side plates to provide access for bolting at least one of the side plates to one of the column and the beam. The opening is free of a fastener extending through the opening when the column assembly is attached to the beam assembly.
A joint connection structure of a building framework includes a column assembly including a column and a pair of gusset plates connected to the column on opposite sides of the column and extending laterally outward from the column. A beam assembly includes a beam having upper and lower flanges and an end portion received between the gusset plates. The beam assembly is bolted to the column assembly. A channel is attached to one of the column and beam to facilitate connection of the beam assembly to the column assembly. The channel defines an elongate slot for attaching the channel to said one of the column and beam.
A joint connection structure of a building framework includes a column assembly including a column and a pair of gusset plates connected to the column on opposite sides of the column and extending laterally outward from the column. A beam assembly includes a beam having upper and lower flanges and an end portion received between the gusset plates. The beam assembly is bolted to the column assembly. A channel is attached to one of the column and beam to facilitate connection of the beam assembly to the column assembly. The channel defines an elongate slot for attaching the channel to said one of the column and beam.
E04B 1/24 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
E04H 9/02 - Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
A joint connection structure of a building framework includes a column assembly including a column and a pair of side plates attached to the column on opposite sides of the column and extending laterally outward from the column. A beam assembly includes a beam having an end portion received between the side plates. At least one of the column and the beam has an opening in an area between the side plates to provide access for bolting at least one of the side plates to one of the column and the beam. The opening is free of a fastener extending through the opening when the column assembly is attached to the beam assembly.
E04B 1/24 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04C 3/06 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms of metal with substantially solid, i.e. unapertured, web
A method of managing proxy objects within CAD Models by attaching Meta Data to each Proxy and HD Object and translating 2D coordinates into 3D coordinates from within a 3D CAD model with additional data being added through a 360 viewer. The method enables the user to programmatically swap one Proxy Object with one or more HD Objects. All Proxy Objects and HD Objects are stored in a secure database structure while providing access by users to the proxy objects and all related product information. Non-technical and non-CAD users can configure objects within a space by selecting an object, browsing a catalog of possible alternative objects, viewing specific product details and then selecting the object to replace the selected object. Once a new object is selected, a photo realistic 360 image of a scene is created in real time.
06 - Common metals and ores; objects made of metal
Goods & Services
Metal connector plates for use in the factory assemblage of prefabricated wood trusses and prefabricated wall panels; metal connector plates for forming structural joints.
A lumber cutting and delivery system for use in assembling trusses on a truss table includes a saw configured to receive a piece of material therein. The saw is configured to cut the piece of material into one or more pieces and at different lengths and angles so that at least some of the one or more pieces are the components of at least one truss. A trunk conveyor system is positioned to receive the one or more pieces cut from the saw. The trunk conveyor system has a first conveying element to transport the one or more pieces over a distance in a travel direction and an ejector configured to discharge the one or more pieces from the first conveying element in a first discharge direction. A branch conveyor system is configured to receive the one or more pieces discharged from the trunk conveyor system in the first discharge direction. The branch conveyor system has a main conveying element to transport the one or more pieces.
A method of managing proxy objects within CAD Models by attaching Meta Data to each Proxy and HD Object and translating 2D coordinates into 3D coordinates from within a 3D CAD model with additional data being added through a 360 viewer. The method enables the user to programmatically swap one Proxy Object with one or more HD Objects. All Proxy Objects and HD Objects are stored in a secure database structure while providing access by users to the proxy objects and all related product information. Non-technical and non-CAD users can configure objects within a space by selecting an object, browsing a catalog of possible alternative objects, viewing specific product details and then selecting the object to replace the selected object. Once a new object is selected, a photo realistic 360 image of a scene is created in real time.
An anchor for connecting a concrete layer of a floor to a cellulosic layer of the floor, the cellulosic layer comprising a plurality of cellulosic members joined together in a side-by-side arrangement, the anchor including a first portion to extend between two adjacent cellulosic members of the cellulosic layer into the concrete layer of the floor. The first portion includes attachment structure to attach the first portion to one of the two adjacent cellulosic members of the cellulosic layer to attach the anchor to the cellulosic layer. An upper edge margin of the first portion is disposed within the concrete layer when the first portion is attached to the cellulosic layer. A second portion extends from the upper edge margin in a first direction that is transverse to the first portion. The second portion is spaced apart from the cellulosic layer and embedded within the concrete layer of the floor to attach the anchor to the concrete layer.
An anchor for connecting a concrete layer of a floor to a cellulosic layer of the floor, the cellulosic layer comprising a plurality of cellulosic members joined together in a side-by-side arrangement, the anchor including a first portion to extend between two adjacent cellulosic members of the cellulosic layer into the concrete layer of the floor. The first portion includes attachment structure to attach the first portion to one of the two adjacent cellulosic members of the cellulosic layer to attach the anchor to the cellulosic layer. An upper edge margin of the first portion is disposed within the concrete layer when the first portion is attached to the cellulosic layer. A second portion extends from the upper edge margin in a first direction that is transverse to the first portion. The second portion is spaced apart from the cellulosic layer and embedded within the concrete layer of the floor to attach the anchor to the concrete layer.
th inch to 8 inches, a density from 1.5 pounds/cubic foot to 3 pounds/cubic foot that self-adheres to the cementitious material forming an ultra-stable structural laminate with fire resistance and a lateral nail pull strength from 44 pounds to 300 pounds of force, an insulation R value from 1 to 40, a resistance to seismic impact for earthquakes over 3.1 on the Richter Scale, a break point from 7 lbs/inch to 100 lbs/inch; and a resistance to wind shear equivalent to a 15 mph downburst.
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/26 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups
B32B 13/02 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material with fibres or particles embedded in it or bonded with it
B32B 13/04 - Layered products essentially comprising a water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material comprising such substances as the main or only constituent of a layer, next to another layer of a specific substance
B32B 5/18 - Layered products characterised by the non-homogeneity or physical structure of a layer characterised by features of a layer containing foamed or specifically porous material
An ultrastable cementitious material with nano-molecular veneer makes a cementitious material by blending 29 wt % to 40 wt % of a magnesium oxide dry powder containing 80 wt % to 98 wt % of magnesium oxide based on a final total weight of the cementitious material, with 14 wt % to 18 wt % of a magnesium chloride dissolved in water and reacting to form a liquid suspension, mixing from 2 to 10 minutes, adding a phosphorus-containing material, and allowing the liquid suspension to react into an amorphous phase cementitious material, wherein a portion of the amorphous phase cementitious material grows a plurality of crystals. The plurality of crystals are encapsulated by the amorphous phase cementitious material forming a nano-molecular veneer. A process to make the ultrastable cementitious material. A tile backer board incorporating the ultrastable cementitious material and a process for making the tile backer board.
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/26 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups
C04B 111/00 - Function, property or use of the mortars, concrete or artificial stone
C04B 9/02 - Magnesium cements containing chlorides, e.g. Sorel cement
E04C 2/06 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement reinforced
09 - Scientific and electric apparatus and instruments
42 - Scientific, technological and industrial services, research and design
Goods & Services
Downloadable enterprise resource planning computer software in the field of construction Infrastructure as a service (IAAS) services featuring computer software platforms for enterprise resource planning in the field of construction
A method of managing Proxy Objects by attaching Meta Data to each Proxy and HD Object and translating 2D coordinates into 3D coordinates from within a 3D CAD model with additional data being added through a 360 viewer. The method enables the user to programmatically swap one Proxy Object with one or more HD Objects. All Proxy Objects and HD Objects are stored in a secure database structure while providing access by users to the proxy objects and all related product information. Non-technical and non-CAD users can configure objects within a space by selecting an object, browsing a catalog of possible alternative objects, viewing specific product details and then selecting the object to replace the selected object. Once a new object is selected, a photo realistic 360 image of a scene is created in real time.
An ultrastable cementitious material with nano-molecular veneer makes a cementitious material by blending 29 wt% to 40 wt% of a magnesium oxide dry powder containing 80 wt% to 98 wt% of magnesium oxide based on a final total weight of the cementitious material, with 14 wt% to 18 wt% of a magnesium chloride dissolved in water and reacting to form a liquid suspension, mixing from 2 to 10 minutes, adding a phosphorus-containing material, and allowing the liquid suspension to react into an amorphous phase cementitious material, wherein a portion of the amorphous phase cementitious material grows a plurality of crystals. The plurality of crystals are encapsulated by the amorphous phase cementitious material forming a nano-molecular veneer. A process to make the ultrastable cementitious material. A tile backer board incorporating the ultrastable cementitious material and a process for making the tile backer board.
An ultrastable cementitious material with nano-molecular veneer makes a cementitious material by blending 29 wt% to 40 wt% of a magnesium oxide dry powder containing 80 wt% to 98 wt% of magnesium oxide based on a final total weight of the cementitious material, with 14 wt% to 18 wt% of a magnesium chloride dissolved in water and reacting to form a liquid suspension, mixing from 2 to 10 minutes, adding a phosphorus-containing material, and allowing the liquid suspension to react into an amorphous phase cementitious material, wherein a portion of the amorphous phase cementitious material grows a plurality of crystals. The plurality of crystals are encapsulated by the amorphous phase cementitious material forming a nano-molecular veneer. A process to make the ultrastable cementitious material. A tile backer board incorporating the ultrastable cementitious material and a process for making the tile backer board.
A building with ultra-stable cementitious material with nano-molecular veneer has 29 wt % to 40 wt % of a magnesium oxide dry powder containing 80 wt % to 98 wt % of magnesium oxide based on a final total weight of the cementitious material, 14 wt % to 18 wt % of a magnesium chloride dissolved in water and reacting to form a liquid suspension, a phosphorus-containing material, and wherein the mixture forms a liquid suspension that reacts into an amorphous phase cementitious material, wherein a portion of the amorphous phase cementitious material grows a plurality of crystals. The plurality of crystals are encapsulated by the amorphous phase cementitious material forming a nano-molecular veneer and a wall material that is affixed to a frame of a building.
C04B 9/20 - Manufacture, e.g. preparing the batches
E04C 2/06 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement reinforced
H02S 10/20 - Systems characterised by their energy storage means
H02S 40/38 - Energy storage means, e.g. batteries, structurally associated with PV modules
B60L 8/00 - Electric propulsion with power supply from forces of nature, e.g. sun or wind
H02S 40/32 - Electrical components comprising DC/AC inverter means associated with the PV module itself, e.g. AC modules
H02S 10/10 - PV power plants; Combinations of PV energy systems with other systems for the generation of electric power including a supplementary source of electric power, e.g. hybrid diesel-PV energy systems
E04C 2/16 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of foamed products of fibres, chips, vegetable stems, or the like
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/288 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
E04B 2/64 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
E04B 2/56 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members
E04B 2/66 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
E04B 2/68 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
E04B 2/72 - Walls of elements of relatively thin form
77.
Ultra stable cementitious material formulation, process for its making, and ultra stable tile backer board formulation and processes for its making
An ultrastable cementitious material with nano-molecular veneer makes a cementitious material by blending 29 wt % to 40 wt % of a magnesium oxide dry powder containing 80 wt % to 98 wt % of magnesium oxide based on a final total weight of the cementitious material, with 14 wt % to 18 wt % of a magnesium chloride dissolved in water and reacting to form a liquid suspension, mixing from 2 to 10 minutes, adding a phosphorus-containing material, and allowing the liquid suspension to react into an amorphous phase cementitious material, wherein a portion of the amorphous phase cementitious material grows a plurality of crystals. The plurality of crystals are encapsulated by the amorphous phase cementitious material forming a nano-molecular veneer. A process to make the ultrastable cementitious material. A tile backer board incorporating the ultrastable cementitious material and a process for making the tile backer board.
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/26 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups
H02S 10/10 - PV power plants; Combinations of PV energy systems with other systems for the generation of electric power including a supplementary source of electric power, e.g. hybrid diesel-PV energy systems
H02S 40/32 - Electrical components comprising DC/AC inverter means associated with the PV module itself, e.g. AC modules
H02S 40/38 - Energy storage means, e.g. batteries, structurally associated with PV modules
B60L 8/00 - Electric propulsion with power supply from forces of nature, e.g. sun or wind
C04B 111/00 - Function, property or use of the mortars, concrete or artificial stone
C04B 9/02 - Magnesium cements containing chlorides, e.g. Sorel cement
E04C 2/06 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement reinforced
C04B 9/20 - Manufacture, e.g. preparing the batches
E04B 2/56 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members
E04C 2/16 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of foamed products of fibres, chips, vegetable stems, or the like
E04C 2/288 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
E04B 2/68 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
E04B 2/64 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
E04B 2/66 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
E04B 2/72 - Walls of elements of relatively thin form
A prefabricated column assembly includes a hollow tubular column having a longitudinal axis. A gusset plate assembly includes a plurality of gusset plates connected to the column and extending laterally outward from the column in planes generally parallel to the longitudinal axis of the column. A first pair of the gusset plates extends laterally outward from the column along a first axis and defines a space for receiving an end portion of a first beam for mounting the first beam on the first pair of gusset plates. A second pair of the gusset plates extends laterally outward from the column along a second axis that is nonparallel and non-coincident with the first axis. The second pair of gusset plates defines a space for receiving an end portion of a second beam for mounting the second beam on the second pair of gusset plates to provide a bi-axial joint connection.
E04B 1/24 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
E04B 1/30 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
th inch to 8 inches, a density from 1.5 pounds/cubic foot to 3 pounds/cubic foot that inter-engages the cementitious material forming a matrix creating the ultra-stable structural laminate with fire resistance; a lateral nail pull strength from 44 pounds to 300 pounds of force; an insulation R value from 1 to 40; a resistance to seismic impact for earthquakes over 3.1 on the Richter Scale; a break point from 7 lbs/inch to 100 lbs/inch; and a resistance to wind shear equivalent to a 15 mph downburst.
C04B 9/20 - Manufacture, e.g. preparing the batches
E04C 2/06 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement reinforced
H02S 10/20 - Systems characterised by their energy storage means
C04B 28/32 - Magnesium oxychloride cements, e.g. Sorel cement
C04B 22/16 - Acids or salts thereof containing phosphorus in the anion, e.g. phosphates
E04C 2/04 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of asbestos cement
E04C 2/26 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups
H02S 10/10 - PV power plants; Combinations of PV energy systems with other systems for the generation of electric power including a supplementary source of electric power, e.g. hybrid diesel-PV energy systems
H02S 40/32 - Electrical components comprising DC/AC inverter means associated with the PV module itself, e.g. AC modules
H02S 40/38 - Energy storage means, e.g. batteries, structurally associated with PV modules
B60L 8/00 - Electric propulsion with power supply from forces of nature, e.g. sun or wind
C04B 111/00 - Function, property or use of the mortars, concrete or artificial stone
E04B 2/56 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members
E04C 2/16 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of foamed products of fibres, chips, vegetable stems, or the like
E04C 2/288 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups , , , or of materials covered by one of these groups with a material not specified in one of these groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
E04B 2/68 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
E04B 2/64 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
E04B 2/66 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
A method of managing Proxy Objects by attaching Meta Data to each Proxy and HD Object. The Meta Data enables the user to programmatically swap one Proxy Object with one or more HD Objects. All Proxy Objects and HD Objects are stored in a secure database structure that protects the content owner's intellectual property while providing access by users to the proxy objects and all related product information. Non-technical and non-CAD users can configure objects within a space by selecting an object, browsing a catalog of possible alternative objects, viewing specific product details and then selecting the object to replace the selected object. Once a new object is selected, a photo realistic 360 image of a scene is created in real time without any special software on the user's computer or any special training.
A lumber cutting and delivery system for use in assembling trusses on a truss table includes a saw configured to receive a piece of material therein. The saw is configured to cut the piece of material into one or more pieces and at different lengths and angles so that at least some of the one or more pieces are the components of at least one truss. A trunk conveyor system is positioned to receive the one or more pieces cut from the saw. The trunk conveyor system has a first conveying element to transport the one or more pieces over a distance in a travel direction and an ejector configured to discharge the one or more pieces from the first conveying element in a first discharge direction. A branch conveyor system is configured to receive the one or more pieces discharged from the trunk conveyor system in the first discharge direction. The branch conveyor system has a main conveying element to transport the one or more pieces.
B25B 1/20 - Vices for clamping work of special profile, e.g. pipes
B26D 1/00 - Cutting through work characterised by the nature or movement of the cutting member; Apparatus or machines therefor; Cutting members therefor
B26D 3/00 - Cutting work characterised by the nature of the cut made; Apparatus therefor
B27M 3/00 - Manufacture or reconditioning of specific semi-finished or finished articles
A lumber cutting and delivery system for use in assembling trusses on a truss table includes a saw configured to receive a piece of material therein. The saw is configured to cut the piece of material into one or more pieces and at different lengths and angles so that at least some of the one or more pieces are the components of at least one truss. A trunk conveyor system is positioned to receive the one or more pieces cut from the saw. The trunk conveyor system has a first conveying element to transport the one or more pieces over a distance in a travel direction and an ejector configured to discharge the one or more pieces from the first conveying element in a first discharge direction. A branch conveyor system is configured to receive the one or more pieces discharged from the trunk conveyor system in the first discharge direction. The branch conveyor system has a main conveying element to transport the one or more pieces.
B25B 1/20 - Vices for clamping work of special profile, e.g. pipes
B26D 1/00 - Cutting through work characterised by the nature or movement of the cutting member; Apparatus or machines therefor; Cutting members therefor
B26D 3/00 - Cutting work characterised by the nature of the cut made; Apparatus therefor
B27M 3/00 - Manufacture or reconditioning of specific semi-finished or finished articles
A joint connection structure of a building framework includes a column assembly including a column and a pair of gusset plates connected to the column on opposite sides of the column and extending laterally outward from the column. A full-length beam assembly includes a full-length beam having upper and lower flanges and an end portion received between the gusset plates. The full-length beam is bolted to the gusset plates of the column assembly to connect the full-length beam assembly to the column assembly. A brace has an end portion received between the gusset plates and makes an angle with the beam and with the column. The brace is bolted to the gusset plates at the end portion of the brace.
A method of managing Proxy Objects by attaching Meta Data to each Proxy and HD Object. The Meta Data enables the user to programmatically swap one Proxy Object with one or more HD Objects. All Proxy Objects and HD Objects are stored in a secure database structure that protects the content owner's intellectual property while providing access by users to the proxy objects and all related product information. Non-technical and non-CAD users are able to configure objects within a space by selecting an object, browsing a catalog of possible alternative objects, viewing specific product details and then selecting the object to replace the selected object. Once a new object is selected. A photo realistic 360 image of a scene is created in real time without any special software on the user's computer or any special training.
A holdown connection assembly for attachment to a form used to make a concrete foundation includes a holdown including an elongate plate member having an upper section with a plurality of holes sized and shaped to receive fasteners to attach the holdown to a wood frame member supported by the concrete foundation. A lower section extends from the upper section and is configured to be at least partially embedded in the concrete foundation when the holdown is attached to the wood frame member. A support is configured to be mounted to the holdown to attach the holdown to the form. The support includes a wire member engageable with the holdown for locating the holdown relative to the form when the support is mounted to the holdown and attached to the form.
E02D 31/00 - Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
E04G 13/00 - Falsework, forms or shutterings for particular parts of buildings, e.g. stairs, steps, cornices or balconies
Tile backer boards in the nature of magnesium cement boards for use in building and general construction of walls and flooring; Waterproofing membranes for floors and walls; Underlayments for tile, stone, and ceramic floors
Tile backer boards in the nature of magnesium cement boards for use in building and general construction of walls and flooring; Waterproofing membranes for floors and walls; Underlayments for tile, stone, and ceramic floors
90.
GUSSET PLATE AND COLUMN ASSEMBLY FOR MOMENT RESISTING BI-AXIAL BEAM-TO-COLUMN JOINT CONNECTIONS
A prefabricated column assembly includes a hollow tubular column having a longitudinal axis. A gusset plate assembly includes a plurality of gusset plates connected to the column and extending laterally outward from the column in planes generally parallel to the longitudinal axis of the column. A first pair of the gusset plates extend laterally outward from the column along a first axis and define a space for receiving an end portion of a first beam for mounting the first beam on the first pair of gusset plates. A second pair of the gusset plates extend laterally outward from the column along a second axis that is nonparallel and non-coincident with the first axis. The second pair of gusset plates define a space for receiving an end portion of a second beam for mounting the second beam on the second pair of gusset plates to provide a bi-axial joint connection.
E04B 1/24 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
A63H 33/08 - Building blocks, strips or similar building parts to be assembled without the use of additional elements provided with complementary holes, grooves, or protuberances, e.g. dovetails
E04B 1/38 - Connections for building structures in general
E04C 2/08 - Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal
A gusset plate assembly for use in connecting at least two beams to a hollow tubular column in a building. The gusset plate assembly can receive said at least two beams in a biaxial orientation of said beams. The gusset plate assembly comprises gusset plates sized for transferring the weights of said at least two beams and their reaction forces and bending moments from the application of severe load conditions acting on the building to the hollow tubular column. At least one of the gusset plates receives a portion of a second of the gusset plates. A joint penetration groove weld joining the first and second gusset plates together allows the gusset plate assembly to be free of welds on its internal corners. A method of assembling a gusset plate assembly is also disclosed.
A method of fabricating a biaxial moment resisting column assembly allows the column assembly to be formed with a minimum of external fixturing. A column of the column assembly functions as a jig for sequentially attaching each gusset plate to the column and in some instances to other gusset plates to form a gusset plate assembly of the column assembly. In some embodiments, all welds used to form the gusset plate assembly are made in the horizontal welding position. Movement of the column to different positions can be achieved by rotation about its longitudinal axis.
E04B 1/24 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
E04H 12/08 - Structures made of specified materials of metal
E04H 9/02 - Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
93.
GUSSET PLATE AND COLUMN ASSEMBLY FOR MOMENT RESISTING BI-AXIAL BEAM-TO-COLUMN JOINT CONNECTIONS
A gusset plate assembly for use in connecting at least two beams to a hollow tubular column in a building. The gusset plate assembly can receive said at least two beams in a biaxial orientation of said beams. The gusset plate assembly comprises gusset plates sized for transferring the weights of said at least two beams and their reaction forces and bending moments from the application of severe load conditions acting on the building to the hollow tubular column. At least one of the gusset plates receives a portion of a second of the gusset plates. A joint penetration groove weld joining the first and second gusset plates together allows the gusset plate assembly to be free of welds on its internal corners. A method of assembling a gusset plate assembly is also disclosed.
E04B 1/24 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
E04B 1/38 - Connections for building structures in general
E04C 5/01 - Reinforcing elements of metal, e.g. with non-structural coatings
F16B 7/00 - Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
F16S 3/04 - Elongated members, e.g. profiled members; Assemblies thereof; Gratings or grilles designed for being joined to similar members in various relative positions
A hanger for connecting a structural component to a wall having sheathing mounted thereon after the hanger is connected to the wall. The hanger includes a channel- shaped portion configured to receive a structural component. An extension portion extends from the channel- shaped portion and is configured to extend through the sheathing. A connection portion extends from the extension portion and is configured for attachment to the wall. The connection portion includes connector flanges configured to attach to a stud of the wall. The extension portion minimally disrupts the continuity of the sheathing to maintain the fire resistive rating of the sheathing.
Disclosed aspects relate to managing a set of candidate spatial zones. The set of candidate spatial zones are associated with an architectural layout. A cluster of architectural segments is detected in a data source. The cluster of architectural segments represent a set of architectural features of the architectural layout. Based on the cluster of architectural segments, a set of junctures is identified. Using the set of junctures, a set of contours is determined. Based on the set of contours, the set of candidate spatial zones is generated.
Disclosed aspects relate to managing a group of geometric objects. The group of geometric objects are correlated to a set of spatial zones associated with an architectural layout. A first geometric object of the group of geometric objects is detected. The first geometric object has a first geometric object size value. By comparing the first geometric object size value with a threshold geometric object size value, it is determined to convert the first geometric object. Based on proximity, a group of conversion candidates is identified from the group of geometric objects. Based on the first geometric object and the group of conversion candidates, a second geometric object is determined using a geometric criterion. Using the second geometric object, a design-model of the architectural layout is established.
Disclosed aspects relate to design-model management associated with an architectural layout. A set of architectural objects may be ingested from a data source. In response to ingesting the set of architectural objects, a set of spatial zones may be determined. The determination can be made based on the ingestion of the set of architectural objects. In response to determining the set of spatial zones, a design-model of the architectural layout may be established. The establishment of the design-model can be based on the set of spatial zones.
G06F 30/13 - Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
G06F 30/18 - Network design, e.g. design based on topological or interconnect aspects of utility systems, piping, heating ventilation air conditioning [HVAC] or cabling
98.
Managing a group of geometric objects correlated to a set of spatial zones associated with an architectural layout
Disclosed aspects relate to managing a group of geometric objects. The group of geometric objects is correlated to a set of spatial zones associated with an architectural layout. A set of contours is detected. The set of contours has a set of junctures. The set of junctures is based on a cluster of wall segments. The cluster of wall segments represent a set of walls of the architectural layout. Based on the cluster of wall segments, a set of wall edges is resolved. The set of wall edges interrelate with the set of contours. Based on the set of wall edges, the group of geometric objects is determined. The group of geometric objects represent the set of walls. Using the group of geometric objects, a design-model of the architectural layout is established.
Disclosed aspects relate to managing a set of spatial zones associated with an architectural layout. A first spatial zone of the set of spatial zones is detected. The first spatial zone has a first spatial zone size value. By comparing the first spatial zone size value with a threshold spatial zone size value, it is determined to convert the first spatial zone. Based on proximity, a group of conversion candidates is identified from the set of spatial zones. Based on the first spatial zone and the group of conversion candidates, a second spatial zone is determined using an architectural criterion. Using the second spatial zone, a design-model of the architectural layout is established.
G06F 30/13 - Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
G06F 119/08 - Thermal analysis or thermal optimisation
An adjustable deck tie bracket includes a front plate having an opening. Legs are on opposite sides of the front plate. A deformation zone connects a brace member to the front plate. The deformation zone has less resistance to bending than the brace member to facilitate rotation of the front brace by deformation at the deformation zone. To connect a deck to a house, a connector can be inserted through the front plate and secured to an anchor in the house. The orientation of the brace member is adjusted so it so extends to the bottom of a deck joist, thereby allowing flexibility in the vertical spacing between the connector and the deck joist. The legs are secured to opposite sides of the deck joist and the brace member is secured to the deck joist at a location that is spaced farther from the house than the legs.
