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MX2019012284A - Conexion fusible laminar miembro a miembro. - Google Patents

Conexion fusible laminar miembro a miembro.

Info

Publication number
MX2019012284A
MX2019012284A MX2019012284A MX2019012284A MX2019012284A MX 2019012284 A MX2019012284 A MX 2019012284A MX 2019012284 A MX2019012284 A MX 2019012284A MX 2019012284 A MX2019012284 A MX 2019012284A MX 2019012284 A MX2019012284 A MX 2019012284A
Authority
MX
Mexico
Prior art keywords
bracket
inelastic
structural member
configurations
fuse
Prior art date
Application number
MX2019012284A
Other languages
English (en)
Inventor
Patrick Mcmanus
Jay Puckett
Jack Petersen
Original Assignee
Novel Structures Llc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Novel Structures Llc filed Critical Novel Structures Llc
Publication of MX2019012284A publication Critical patent/MX2019012284A/es

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—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
    • E04H9/02—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
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—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
    • E04H9/02—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
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—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
    • E04H9/02—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
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—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
    • E04H9/02—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
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237—Structural braces with damping devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Fuses (AREA)
  • Connection Of Plates (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Vibration Dampers (AREA)

Abstract

Un soporte de conexión miembro a miembro plano que incluye múltiples configuraciones repetidas de elementos fusibles que proporcionan cada una, una capacidad de carga inelástica predeterminada y una capacidad de deformación inelástica confiable al desarrollar una o más ubicaciones de bisagra inelásticas dentro de los elementos fusibles. Las configuraciones fusibles están interconectadas en serie de modo que la deformación total alojada entre el primer extremo del soporte y el segundo extremo del soporte es la suma de las deformaciones alojadas por las configuraciones fusibles individuales. Se configuran múltiples soportes en configuraciones laminares y se interconectan para crear un montaje de conexión que proporciona mayor resistencia o mayor capacidad de deformación en comparación con un soporte individual. El montaje de conexión se usa para conectar un primer miembro estructural y un segundo miembro estructural. La capacidad de carga inelástica máxima predeterminada del montaje es menor a la capacidad de carga elástica del primer miembro estructural y el segundo miembro estructural.
MX2019012284A 2017-04-13 2018-04-13 Conexion fusible laminar miembro a miembro. MX2019012284A (es)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US201762485201P 2017-04-13 2017-04-13
PCT/US2018/027546 WO2018191652A1 (en) 2017-04-13 2018-04-13 Member-to-member laminar fuse connection

Publications (1)

Publication Number Publication Date
MX2019012284A true MX2019012284A (es) 2020-07-14

Family

ID=63793695

Family Applications (1)

Application Number Title Priority Date Filing Date
MX2019012284A MX2019012284A (es) 2017-04-13 2018-04-13 Conexion fusible laminar miembro a miembro.

Country Status (10)

Country Link
US (1) US11346121B2 (es)
JP (1) JP7175962B2 (es)
CN (1) CN110637136A (es)
AU (1) AU2018251985B2 (es)
CA (1) CA3059998C (es)
CL (1) CL2019002906A1 (es)
CO (1) CO2019011326A2 (es)
MX (1) MX2019012284A (es)
PE (1) PE20191826A1 (es)
WO (1) WO2018191652A1 (es)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PE20191826A1 (es) 2017-04-13 2019-12-30 Novel Structures Llc Conexion pieza a pieza de fusible laminar
US10544577B2 (en) 2017-04-13 2020-01-28 Novel Structures, LLC Member-to-member laminar fuse connection
CN113871273B (zh) * 2021-11-04 2025-12-12 西安中熔电气股份有限公司 一种分层熔体结构及依次打断导体和分层熔体的激励保护装置
CL2023000829A1 (es) * 2023-03-22 2024-05-24 Simpson Strong Tie Co Inc Construcción; y conjunto de tirantes.
CN118051998B (zh) * 2024-02-27 2024-08-13 中国人民解放军92578部队 一种典型爆炸载荷下强骨架加筋板挠曲变形的计算方法

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Also Published As

Publication number Publication date
AU2018251985B2 (en) 2023-05-25
JP2020516798A (ja) 2020-06-11
US11346121B2 (en) 2022-05-31
AU2018251985A1 (en) 2019-10-31
WO2018191652A1 (en) 2018-10-18
CL2019002906A1 (es) 2020-06-12
CA3059998C (en) 2023-02-28
US20200157831A1 (en) 2020-05-21
JP7175962B2 (ja) 2022-11-21
CN110637136A (zh) 2019-12-31
PE20191826A1 (es) 2019-12-30
CO2019011326A2 (es) 2019-10-31
CA3059998A1 (en) 2018-10-18

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