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PE20191826A1 - Conexion pieza a pieza de fusible laminar - Google Patents

Conexion pieza a pieza de fusible laminar

Info

Publication number
PE20191826A1
PE20191826A1 PE2019002029A PE2019002029A PE20191826A1 PE 20191826 A1 PE20191826 A1 PE 20191826A1 PE 2019002029 A PE2019002029 A PE 2019002029A PE 2019002029 A PE2019002029 A PE 2019002029A PE 20191826 A1 PE20191826 A1 PE 20191826A1
Authority
PE
Peru
Prior art keywords
structural part
inelastic
configurations
fuse
bearing capacity
Prior art date
Application number
PE2019002029A
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 PE20191826A1 publication Critical patent/PE20191826A1/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 plano de conexion pieza a pieza que incluye multiples configuraciones repetidas de elemento de fusible que proporcionan, cada una, una capacidad de soporte de carga inelastica predeterminada y una capacidad de deformacion inelastica fiable tras el desarrollo de una o mas ubicaciones de articulacion inelastica dentro de los elementos de fusible. Las configuraciones de fusible se interconectan en serie de tal manera que la deformacion total aceptada entre el primer extremo del soporte y el segundo extremo del soporte es la suma de deformaciones aceptadas por las configuraciones de fusible individuales. Multiples soportes estan configurados. En configuraciones laminares e interconectados para crear un conjunto de conexion que proporciona un aumento de resistencia mecanica o un aumento de capacidad de deformacion en comparacion con un soporte individual. El conjunto de conexion se usa para conectar una primera pieza estructural y una segunda pieza estructural. La capacidad de soporte de carga inelastica maxima predeterminada del conjunto es menor que la capacidad de soporte de carga elastica de la primera pieza estructural y la segunda pieza estructural.
PE2019002029A 2017-04-13 2018-04-13 Conexion pieza a pieza de fusible laminar PE20191826A1 (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
PE20191826A1 true PE20191826A1 (es) 2019-12-30

Family

ID=63793695

Family Applications (1)

Application Number Title Priority Date Filing Date
PE2019002029A PE20191826A1 (es) 2017-04-13 2018-04-13 Conexion pieza a pieza de fusible laminar

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
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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
MX2019012284A (es) 2020-07-14
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
CO2019011326A2 (es) 2019-10-31
CA3059998A1 (en) 2018-10-18

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