A foldable building system module (FBSM) comprising an integrated deployable modular building system. The foldable building system module comprises prefabricated panels connected by hinges which allow the panels to be unfolded from a flat pack geometry to an unfolded, erected or deployed geometry. An actuating mechanism can be integrated in one or more of the panels and, by applying load to one or more of the panels, allow for automated erection of the module. Two or more of the FBSM's can be connected in series to provide a building system.
E04B 1/344 - Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
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 1/12 - Structures consisting primarily of load-supporting, block-shaped or slab-shaped elements the elements consisting of other material
3.
MODULAR COMPOSITE ACTION PANEL AND STRUCTURAL SYSTEMS USING SAME
A prefabricated modular composite structural panel comprising a composite structural floor system. The structural panel comprises timber panels rigidly connected to steel stiffening elements aligned in the direction of span between supporting elements. By assembling multiple prefabricated panels in a modular array and adding concrete, a composite concrete floor system can be created which is adaptable to any building geometry. The timber panel acts in composite with the steel stiffening elements to function as formwork in the temporary condition with minimal or no shoring. In the permanent condition, the steel stiffening element is used to reinforce the concrete slab, and the timber panel can act in composite with the concrete slab to meet strength and serviceability requirements where permitted by code. Methods for connecting steel to timber components as well as methods for connecting panels to supporting beams are also disclosed. The structural panels can also be oriented vertically and tied together as required to create formwork for other building elements such as walls, columns, braces, and beams.
E04B 5/29 - Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
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
A machine learning tool for structures to (1) design structures, (2) verify construction and (3) assess damage due to deterioration, change of properties or a destructive event. The tool comprises various pre-trained machine learning models and post-processing algorithms. The tool includes a user interface that allows users to upload their data, analyse it through one or more pre-trained machine learning models and post-process the machine learning results in various ways. The tool displays the results and allows users to export them in various formats.
A machine learning tool for structures to (1) design structures, (2) verify construction and (3) assess damage due to deterioration, change of properties or a destructive event. The tool comprises various pre-trained machine learning models and post-processing algorithms. The tool includes a user interface that allows users to upload their data, analyze it through one or more pre-trained machine learning models and post-process the machine learning results in various ways. The tool displays the results and allows users to export them in various formats.
G06F 16/25 - Integrating or interfacing systems involving database management systems
G06F 30/13 - Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
A tubular building enclosure system with thermally-broken glass modules having evacuated air spaces assembled in rows and/or columns to form a structurally self-supporting, thermally insulating, and solar energy collecting facade.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elementsSub-structures thereforFastening means therefor composed of a plurality of similar covering or lining elements
E04F 13/14 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elementsSub-structures thereforFastening means therefor composed of a plurality of similar covering or lining elements of stone or stone-like materials, e.g. ceramicsCoverings or linings, e.g. for walls or ceilings composed of covering or lining elementsSub-structures thereforFastening means therefor composed of a plurality of similar covering or lining elements of glass
7.
Modular, self supporting exterior enclosure system with insulating, evacuated tubes having solar collector rods
A tubular building enclosure system for unitized assembly in rows and columns to form a structurally self-supporting, thermally insulating, and solar energy collecting facade.
A tubular building enclosure system with thermally-broken modules having evacuated spaces assembled in rows and/or columns to form a structurally self-supporting, thermally insulating, and solar energy collecting facade.
E04B 1/343 - Structures characterised by movable, separable, or collapsible parts, e.g. for transport
H01L 31/042 - PV modules or arrays of single PV cells
H01L 31/0525 - Cooling means directly associated or integrated with the PV cell, e.g. integrated Peltier elements for active cooling or heat sinks directly associated with the PV cells including means to utilise heat energy directly associated with the PV cell, e.g. integrated Seebeck elements
9.
Modular, self supporting exterior enclosure system with insulating, evacuated tubes having solar collector rods
A tubular building enclosure system with thermally-broken modules having evacuated air spaces assembled in rows and/or columns to form a structurally self-supporting, thermally insulating, and solar energy collecting facade.
Method, apparatus, and program for high performance design of a project. A goal of the project, to meet at least one sustainability criterion is first received. A design strategy is then associated with the goal of the project in accordance with the at least one sustainability criterion. The design strategy is created based on a common design approach. A design task is further associated with the design strategy at each phase of the project in accordance with the at least one sustainability criterion, lire design task is created to implement the design strategy, A goal metric for the at least one sustainability criterion at. each phase of the project is then dynamically calculated based on information of the project from a database. Eventually, progress of meeting the at least one sustainability criterion is dynamically updated based, on the calculated goal metric.
A tidal barrier is provided that may be selectively deployed in response to tidal changes. The tidal barrier includes a net having a tensile, membrane with an upper edge and a lower edge. The lower edge has a plurality of anchor points for affixing the lower edge to a seabed below a body of water. The tidal barrier further includes a bladder affixed to the upper edge and having a valve for selectively inflating and deflating the bladder. The bladder has a sufficient volume to cause the upper edge of the membrane to rise to a surface of the body of water when the volume is inflated with a gas. A pump is disposed in proximity to the tensile membrane and is in fluid communication with the valve of the bladder. The pump has a controller for selectively prompting the pump to inflate and deflate the bladder with the gas.
Precast wall systems and methods for constructing a high-rise building using the precast wall system is disclosed, in one embodiment, the system includes a plurality of interconnected precast panels, each having a top end plate, a bottom end plate, a plurality of vertical bars disposed between the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first of the precast panels has a first column member half defining a right side of the first panel, a second of the precast panels has a second column member half defining a left side of the second panel such that, when the right side of the first precast panel and the left side of the second precast panel are disposed horizontally adjacent to each other, the first column member half and the second column member half collectively form a column member.
An emission estimation apparatus running a program configured to perform a method of calculating the amount of carbon generated during the life span of a structure by displaying a graphical user interface stored in the memory of the apparatus which is configured to gather structural information pertaining of the structure, receiving structural information from the graphical user interface into the memory of the apparatus which includes information pertaining to the size, types of material used in the structure and structural aspects of the structure, generating an estimated amount of carbon generated from the use of each type of material to construct the structure and the labor used to construct the structure based on the structural information received by the processor, estimating, by the processor, the types and amounts of material and labor required to repair the structure after a destructive event occurs based on a calculated probability and magnitude of a destructive event occurring, generating an estimated amount of carbon emitted as a result of the materials used and the labor required to repair the structure after the destructive event occurs, and displaying the total estimated amount of carbon emitted due the construction and repair of the structure on a display unit.
An emission estimation program configured to calculate the amount of carbon generated during the life span of a structure by displaying a graphical user interface which is configured to gather structural information pertaining of the structure, receiving structural information pertaining to the size, types of material used in the structure and structural aspects of the structure, generating an estimated amount of carbon generated from the use of each type of material to construct the structure and the Iabor used to construct the structure based on the structural information, the types, and amounts of material and labor required to repair the structure after a destructive event occurs based on a calculated probability and magnitude of a destructive event occurring, generating and displaying an estimated amount of carbon emitted as a result of the materials used and the labor required to repair the structure after the destructive event occurs.
A tidal barrier is provided that may be selectively deployed in response to tidal changes. The tidal barrier includes a net having a tensile membrane with an upper edge and a lower edge. The lower edge has a plurality of anchor points for affixing the lower edge to a seabed below a body of water. The tidal barrier further includes a bladder affixed to the upper edge and having a valve for selectively inflating and deflating the bladder. The bladder has a sufficient volume to cause the upper edge of the membrane to rise to a surface of the body of water when the volume is inflated with a gas. A pump is disposed in proximity to the tensile membrane and is in fluid communication with the valve of the bladder. The pump has a controller for selectively prompting the pump to inflate and deflate the bladder with the gas.
A tidal barrier is provided that may be selectively deployed in response to tidal changes. The tidal barrier includes a net having a tensile membrane with an upper edge and a lower edge. The lower edge has a plurality of anchor points for affixing the lower edge to a seabed below a body of water. The tidal barrier further includes a bladder affixed to the upper edge and having a valve for selectively inflating and deflating the bladder. The bladder has a sufficient volume to cause the upper edge of the membrane to rise to a surface of the body of water when the volume is inflated with a gas. A pump is disposed in proximity to the tensile membrane and is in fluid communication with the valve of the bladder. The pump has a controller for selectively prompting the pump to inflate and deflate the bladder with the gas.
A pin-fuse frame used in a frame assembly that may be subject to extreme seismic loading. The pin-fuse frame includes of columns, beams, plate assemblies that extend between columns and beams, and may included a diagonal brace. The plate assemblies are fixed to the columns and attached to the beams and brace via pin joints. A joint includes a pin connection through outer connection plates connected to a column and inner connection plates connected to a beam. Connecting rods positioned about the pin maintain a coefficient of friction until exposed to extreme seismic activity, at which time the joint accommodates a slippage of at least one of the inner and outer connection plates relative to each other rotationally about the pin. The diagonal brace is separated into two segments connected together with connection plates. These connection plates accommodate a slippage of the segments relative to each other.
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
E04B 1/98 - Protection against other undesired influences or dangers against vibrations or shocksProtection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
18.
PRECAST WALL PANELS AND METHOD OF ERECTING A HIGH-RISE BUILDING USING THESE PANELS
A precast wall system and a method for constructing a high-rise building using the precast wall system is disclosed. The system includes a plurality of interconnected precast panels. Each precast panel has a top end plate, a bottom end plate, a plurality of vertical bars disposed between and attached to the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first group of the interconnected precast panels are arranged vertically on a second group of the interconnected precast panels and the top end plate of each panel corresponding the first group is connected to the bottom end plate of a respective one of the panels corresponding to the second group. Methods for horizontally and vertically connecting the precast panels to each other are also disclosed.
A precast wall system and a method for constructing a high-rise building using the precast wall system is disclosed. The system includes a plurality of interconnected precast panels. Each precast panel has a top end plate, a bottom end plate, a plurality of vertical bars disposed between and attached to the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first group of the interconnected precast panels are arranged vertically on a second group of the interconnected precast panels and the top end plate of each panel corresponding the first group is connected to the bottom end plate of a respective one of the panels corresponding to the second group. Methods for horizontally and vertically connecting the precast panels to each other are also disclosed.
An environmentally sustainable form-inclusion system that can be utilized in reinforced concrete structures. A goal of this invention is to provide structural systems that achieve the highest level of environmental sustainability by minimizing the structure's carbon footprint and embodied energy. This engineered form-inclusion system uses materials that might otherwise become waste in landfills. The system is designed to significantly reduce raw materials, labor for placement, and transportation of material for building construction. Materials used in this engineered system, that might otherwise be placed in landfills, include but are not limited to plastic bottles, bags, waste Styrofoam, packing materials, rubber tires, and other similar waste materials, preferably compressed or assembled into controlled shapes. The shapes of these forms can be spherical, square, rectangular, cylindrical, or any other, and are specifically engineered to provide form inclusions to significantly reduce the material (e.g., concrete and reinforcing steel) required for the structure, and to reduce the overall structural weight (seismic mass), thereby relieving demand on the structure's lateral and gravity systems. The inclusion system described herein allows for flat forming of horizontal framing throughout the structure, greatly reducing the material required for forming (limited beams/drops).
An environmentally sustainable form-inclusion system that can be utilized in reinforced concrete structures. A goal of this invention is to provide structural systems that achieve the highest level of environmental sustainability by minimizing the structure's carbon footprint and embodied energy. This engineered form-inclusion system uses materials that might otherwise become waste in landfills. The system is designed to significantly reduce raw materials, labor for placement, and transportation of material for building construction. Materials used in this engineered system, that might otherwise be placed in landfills, include but are not limited to plastic bottles, bags, waste Styrofoam, packing materials, rubber tires, and other similar waste materials, preferably compressed or assembled into controlled shapes.
E04C 1/40 - Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
A solar engine, which is vertically aligned along an interior portion of a building, is heated by solar radiation. The solar engine includes a warm air chamber at an upper portion of the solar engine and a hollow core positioned below the warm air chamber. Habitable spaces are positioned around the outside of the core toward an exterior of the building. Solar radiation on the warm air chamber creates a high temperature zone in the warm air chamber that induces a stack effect in which air rises through the core due to the lower temperatures in the core, and results in a negative pressure in the core. Air enters at a lower portion of the building and is pulled through the core by the solar engine
A link-fuse joint resists bending moments and shears generated by seismic loading. A joint connection includes a first plate assembly having a first connection plate including a first diagonal slot formed therethrough. A second plate assembly has a second connection plate including a second diagonal slot formed therethrough. The second diagonal slot is diagonally opposed to the first diagonal slot. The second connection plate is position such that at least a portion of the second diagonal slot aligns with a portion of the first diagonal slot. A pin is positioned through the first diagonal slot and the second diagonal slot. The joint connection accommodates a slippage of at least one of the first and second plate assemblies relative to each other when the joint connection is subject to a seismic load and without significant loss of clamping force.
E04B 1/98 - Protection against other undesired influences or dangers against vibrations or shocksProtection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
A pin-fuse frame is used in a frame assembly that may be subject to extreme seismic loading. The pin-fuse frame includes of columns, beams, plate assemblies that extend between columns and beams, and may included a diagonal brace. The plate assemblies are fixed to the columns and attached to the beams and brace via pin joints. A joint includes a pin connection through outer connection plates connected to a column and inner connection plates connected to a beam. Connecting rods positioned about the pin maintain a coefficient of friction until exposed to extreme seismic activity, at which time the joint accommodates a slippage of at least one of the inner and outer connection plates relative to each other rotationally about the pin. The diagonal brace is separated into two segments connected together with connection plates. These connection plates accommodate a slippage of the segments relative to each other.
E04B 1/98 - Protection against other undesired influences or dangers against vibrations or shocksProtection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
A link-fuse joint resists bending moments and shears generated by seismic loading. A joint connection includes a first plate assembly having a first connection plate including a first diagonal slot formed therethrough. A second plate assembly has a second connection plate including a second diagonal slot formed therethrough. The second diagonal slot is diagonally opposed to the first diagonal slot. The second connection plate is position such that at least a portion of the second diagonal slot aligns with a portion of the first diagonal slot. A pin is positioned through the first diagonal slot and the second diagonal slot. The joint connection accommodates a slippage of at least one of the first and second plate assemblies relative to each other when the joint connection is subject to a seismic load and without significant loss of clamping force.
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 pin-fuse frame is used in a frame assembly that may be subject to extreme seismic loading. The pin-fuse frame includes of columns, beams, plate assemblies that extend between columns and beams, and may included a diagonal brace. The plate assemblies are fixed to the columns and attached to the beams and brace via pin joints. A joint includes a pin connection through outer connection plates connected to a column and inner connection plates connected to a beam. Connecting rods positioned about the pin maintain a coefficient of friction until exposed to extreme seismic activity, at which time the joint accommodates a slippage of at least one of the inner and outer connection plates relative to each other rotationally about the pin. The diagonal brace is separated into two segments connected together with connection plates. These connection plates accommodate a slippage of the segments relative to each other.
E04B 1/98 - Protection against other undesired influences or dangers against vibrations or shocksProtection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
Methods, systems, and articles of manufacture for providing a digital design environment in which model information is delivered to a plurality of analysis programs that simultaneously provide real-time feedback to the user and to each other. An administrator/orchestrator program obtains a building information model and outputs a copy of at least a part of the building information model to at least two of the analysis programs. The administrator/orchestrator program receives an analysis result which is based on an analysis of the copy of the at least part of the building information model, from each of the at least two analysis programs. The at least two analysis programs perform a respective analysis simultaneously to each other. At least two of the received analysis results are simultaneously displayed, such that effects in the received analysis results are simultaneously displayed in real-time responsive to changes in the building model.
Skidmore, Owings & Merrill LLP, Stephen A. Apking, a U.S. citizen, William F. Baker, a U.S. citizen, Raymond J. Clark, a U.S. citizen, T.J. Gottesdiener, a U.S. citizen, Gary Haney, a U.S. citizen, Craig W. Hartman, a U.S. citizen, Jeffrey J. McCarthy, a U.S. citizen, Gene J. Schnair, a U.S. citizen, Marilyn J. Taylor, a U.S. citizen, and Richard F. Tomlinson, U.S. citizen ()
42 - Scientific, technological and industrial services, research and design
Goods & Services
Architectural design; interior architectural design; planning of infrastructures and of interior architectural build-outs for buildings; engineering services; interior design consultation, namely, space planning; and design for others in the fields of interior and exterior lighting, furniture, furniture systems, fabrics, and carpeting
Skidmore, Owings & Merrill LLP, Stephen A. Apking, William. F. Baker, T.J. Gottesdiener, Gary Haney, Craig W. Hartman, Jeffrey J. McCarthy, Gene J. Schnair, Marilyn J. Taylor, Richard F. Tomlinson, and Anthony Vacchione, all US citizens ()
06 - Common metals and ores; objects made of metal
Goods & Services
Metal seismic structural device, namely, a beam-to-column lengthening joint for use in building frames or other structures to support building movement during earthquakes and high winds
SKIDMORE, OWINGS & MERRILL LLP, Mustafa Abadan, Partner USA; Thomas Behr, Partner USA; Keith Boswell, Partner USA; Carrie E. Byles, Partner USA; Larry Chien, Partner USA; Leo Chow, Partner USA; Brant Coletta, Partner USA; Chris Cooper, Partner USA; Paul Danna, Partner USA; Scott Duncan, Partner USA; Michael Duncan, Partner USA; Laura Ettelman, Partner USA; Xuan Fu, Partner USA; Kent Jackson, Partner USA; Colin Koop, Partner USA; Kenneth Lewis, Partner USA; Mark P. Sarkisian, Partner USA; Adam Semel, Partner USA; Jonathan Stein, Partner USA; Douglas Voigt, Partner USA ()
