WO2018163134A1 - Connexion préfabriquée à bride hexagonale - Google Patents

Connexion préfabriquée à bride hexagonale Download PDF

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Publication number
WO2018163134A1
WO2018163134A1 PCT/IB2018/053161 IB2018053161W WO2018163134A1 WO 2018163134 A1 WO2018163134 A1 WO 2018163134A1 IB 2018053161 W IB2018053161 W IB 2018053161W WO 2018163134 A1 WO2018163134 A1 WO 2018163134A1
Authority
WO
WIPO (PCT)
Prior art keywords
column
columns
connection
floor
construction
Prior art date
Application number
PCT/IB2018/053161
Other languages
English (en)
Other versions
WO2018163134A4 (fr
Inventor
Mohammad Taghi CHAICHI NOSRATI
Original Assignee
Chaichi Nosrati Mohammad Taghi
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 Chaichi Nosrati Mohammad Taghi filed Critical Chaichi Nosrati Mohammad Taghi
Publication of WO2018163134A1 publication Critical patent/WO2018163134A1/fr
Publication of WO2018163134A4 publication Critical patent/WO2018163134A4/fr

Links

Classifications

    • 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
    • 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
    • E04B2001/2406—Connection nodes
    • 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
    • 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
    • E04B2001/2454—Connections between open and closed section profiles
    • 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
    • E04C2003/0408—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 assembly or the cross-section
    • E04C2003/0421—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 assembly or the cross-section comprising one single unitary part
    • 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
    • E04C2003/0426—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 material distribution in cross section
    • E04C2003/0434—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 material distribution in cross section the open cross-section free of enclosed cavities
    • 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
    • E04C2003/0452—H- or I-shaped
    • 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
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal

Definitions

  • prefabricated concrete frame systems and in-situ shear walls there are prefabricated concrete frame systems and in-situ shear walls, LSF lightweight steel frame construction system, three-dimensional 3D paneled mesh and concrete mesh panels, concrete tunnel molds , ICF insulting concrete formwork system, steel structures system with bolted connections.
  • Hexagonal flange bending is a kind of bolted connection that connects columns and beams to the flange.
  • This connection is made of two orthogonal plates in the shape of +, at its upper and lower levels, flange plates for flange connection of columns.
  • flange plates for flange connection of columns In four faces of the perimeter, four plates of flanges for mounting flanges of beams are installed. If needed, along the flange of the column, along with the horizontal connection flange, stiffener similar to the cross section of the column is fitted with grooving and welding.
  • the horizontal flange connection plate is attached so that a six-sided connection can be mounted on it.
  • the connection of this flange plate to the column is made by welding, as well as two orthogonal plates in the form of +, which are flanged to the flanges and the slots embedded in the web column are welded and play a hardening role.
  • the column and the orthogonal plates of the column also have vertical connecting plates connected to the vertical flange plate of the six-axis joints.
  • the connecting sheets are installed in the lower end of the upper column.
  • the flange plate and stiffener plate are connected to the welding operation. All welding and drilling operations are done at the factory.
  • the hexagonal connection unit is built in a single unit without the connection to the beam and the column, and is transported to the installation site.
  • the flange connection plates are welded at the factory and transported to the installation site.
  • the maximum length of the columns is equal to the maximum height of the floor and the maximum length of the beams is equal to the maximum span between the columns.
  • the hexagonal element is placed on a plate of flange of the column and connected by bolts and nuts to the horizontal plates.
  • the bolts and nuts are not connected to the vertical flange plate joints of the column and hexagonal element.
  • the beams are placed in the desired location and connected by a number of bolts and flanges of the flanges of beams and hexagonal elements.
  • the upper floor column is also installed on the upper surface of the hexagonal element.
  • the vertical connecting plates of the column and the hexagonal element are connected.
  • a number of bolts simultaneously connect the plate of the beam and the hexagonal element and the column connecting plate.
  • Figure 2 stiffener box in the hexagonal core, if needed
  • FIG. 5 Peripheral Flange plates for the installation of beams
  • Figure 6 Flanged plate of columns and orthogonal hardening plates
  • each column can be reduced to the dimensions of the column or from different sections of the column in each floor. Also, different sections of the beam can be used on each side of the connector.
  • beams and columns at various horizontal and vertical angles In this type of connection, beams can be connected to different horizontal and vertical angles as well as columns with different vertical angles to the hexagonal element.
  • Modular construction and mass production Due to the fact that the hexagonal element is separated from the beam and the column can be used to produce a massive and uniform hexagonal element for a variety of beam lengths and floor heights. It is also applicable to the construction of large halls of one or more floors and beams of the same length.
  • Connection design capabilities for different lengths of the beam and different loading Designing a design table for different beam lengths and different column heights can be designed and used when needed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Dans les structures en acier classiques à connexions boulonnées, du fait de la construction de la colonne pour un ensemble à plusieurs étages d'un seul tenant, il est difficile de réaliser des opérations de construction, de transport et d'installation. Pour résoudre ces problèmes, l'invention porte sur un connexion préfabriquée à bride hexagonale. La connexion selon l'invention est réalisée sous la forme d'un seul élément en usine, et les poutres et les colonnes sont bridées pour s'adapter à la longueur de la portée et à la hauteur du sol en place. L'application principale de ce système structural est la suivante : dans des zones densément peuplées, des zones difficiles, des zones critiques, des structures d'exposition, des hôpitaux et des abris de secours et temporaires, une construction rapide et d'urgence de sites, la construction de maisons endommagées et la construction dans des zones où il n'y a pas de personnel spécialisé pour l'installation.
PCT/IB2018/053161 2017-03-07 2018-05-07 Connexion préfabriquée à bride hexagonale WO2018163134A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IR13953015492 2017-03-07
IR139550140003015492 2017-03-07

Publications (2)

Publication Number Publication Date
WO2018163134A1 true WO2018163134A1 (fr) 2018-09-13
WO2018163134A4 WO2018163134A4 (fr) 2018-11-29

Family

ID=83231054

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2018/053161 WO2018163134A1 (fr) 2017-03-07 2018-05-07 Connexion préfabriquée à bride hexagonale

Country Status (1)

Country Link
WO (1) WO2018163134A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284732A (zh) * 2019-06-13 2019-09-27 中国矿业大学 一种模块化集装箱建筑连接节点
CN116254928A (zh) * 2021-12-10 2023-06-13 中国建筑设计研究院有限公司 一种可拆卸的箱型柱连接结构

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2036235A (en) * 1978-11-14 1980-06-25 Menelaou X Assembly of hollow elongate members
US20130239516A1 (en) * 2006-03-10 2013-09-19 William B. Vaughn Moment Resistant Building Column Insert System And Method
DE102014109028A1 (de) * 2013-06-27 2014-12-31 Messestahl GmbH Verbindungselement für ein transportables Tragwerk und transportables Tragwerk

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2036235A (en) * 1978-11-14 1980-06-25 Menelaou X Assembly of hollow elongate members
US20130239516A1 (en) * 2006-03-10 2013-09-19 William B. Vaughn Moment Resistant Building Column Insert System And Method
DE102014109028A1 (de) * 2013-06-27 2014-12-31 Messestahl GmbH Verbindungselement für ein transportables Tragwerk und transportables Tragwerk

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284732A (zh) * 2019-06-13 2019-09-27 中国矿业大学 一种模块化集装箱建筑连接节点
CN110284732B (zh) * 2019-06-13 2024-02-27 中国矿业大学 一种模块化集装箱建筑连接节点
CN116254928A (zh) * 2021-12-10 2023-06-13 中国建筑设计研究院有限公司 一种可拆卸的箱型柱连接结构

Also Published As

Publication number Publication date
WO2018163134A4 (fr) 2018-11-29

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