EP2253764A3 - Frame-shaped truss - Google Patents

Frame-shaped truss Download PDF

Info

Publication number
EP2253764A3
EP2253764A3 EP10155430A EP10155430A EP2253764A3 EP 2253764 A3 EP2253764 A3 EP 2253764A3 EP 10155430 A EP10155430 A EP 10155430A EP 10155430 A EP10155430 A EP 10155430A EP 2253764 A3 EP2253764 A3 EP 2253764A3
Authority
EP
European Patent Office
Prior art keywords
bolts
frame
posts
diagonal element
transverse elements
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
EP10155430A
Other languages
German (de)
French (fr)
Other versions
EP2253764B1 (en
EP2253764A2 (en
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wilhelm Layher Verwaltungs GmbH
Original Assignee
Wilhelm Layher Verwaltungs GmbH
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 Wilhelm Layher Verwaltungs GmbH filed Critical Wilhelm Layher Verwaltungs GmbH
Priority to PL10155430T priority Critical patent/PL2253764T3/en
Publication of EP2253764A2 publication Critical patent/EP2253764A2/en
Publication of EP2253764A3 publication Critical patent/EP2253764A3/en
Application granted granted Critical
Publication of EP2253764B1 publication Critical patent/EP2253764B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D6/00Truss-type bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/14Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

Die Erfindung betrifft ein rahmenförmiges Fachwerk 20 zum Aufbau einer Überbrückungs- und/oder Tragkonstruktion, das aus wenigstens zwei parallelen Pfosten 30, aus wenigstens zwei parallelen Querelementen 32 und aus wenigstens einem Diagonalelement 35 aufgebaut ist. Die Pfosten 30 und die sich dazu senkrecht erstreckenden Querelemente 32 sind mittels Bolzen 37 lösbar miteinander verbunden. Das Diagonalelement 35 ist in diagonal gegenüber liegenden Bereichen 43.1, 43.3 ebenfalls mittels Bolzen 37 lösbar befestigt. An jedem Pfosten 30 sind wenigstens zwei Mehrfach- bzw. Doppel-Anschlussköpfe 55.1 bis 55.4 in einem einem ganzzahligen Vielfachen eines Rastermaßes eines Modulgerüsts entsprechenden vertikalen Abstand angeordnet. Sie sind jeweils mit wenigstens zwei sich in entgegen gesetzte Richtungen erstreckenden Anschlussköpfen 45.1 und 45.2 ausgebildet, die in gleicher vertikaler Höhe angeordnet sind. Jeder Anschlusskopf 45.1, 45.2 weist einen horizontalen Aufsteckschlitz 47 zum Aufstecken einer Lochscheibe und jeweils einen Anschlusskeil 48 zum Anschluss von Gerüstbauteilen und/oder an Gerüstbauteilen auf.

Figure imgaf001
The invention relates to a frame-shaped framework 20 for the construction of a bridging and / or supporting structure, which is composed of at least two parallel posts 30, at least two parallel transverse elements 32 and at least one diagonal element 35. The posts 30 and the perpendicularly extending transverse elements 32 are releasably connected to each other by means of bolts 37. The diagonal element 35 is also releasably secured in diagonally opposite regions 43.1, 43.3 by means of bolts 37. At each post 30, at least two multiple or double connection heads 55.1 to 55.4 are arranged in a vertical distance corresponding to an integer multiple of a grid dimension of a modular framework. They are each formed with at least two extending in opposite directions connecting heads 45.1 and 45.2, which are arranged in the same vertical height. Each connection head 45.1, 45.2 has a horizontal slip-on slot 47 for attaching a perforated disk and in each case a connecting wedge 48 for connecting scaffolding components and / or to scaffolding components.
Figure imgaf001

EP10155430.1A 2009-05-14 2010-03-04 Frame-shaped truss Active EP2253764B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10155430T PL2253764T3 (en) 2009-05-14 2010-03-04 Frame-shaped truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102009021424A DE102009021424A1 (en) 2009-05-14 2009-05-14 Frame-shaped framework

Publications (3)

Publication Number Publication Date
EP2253764A2 EP2253764A2 (en) 2010-11-24
EP2253764A3 true EP2253764A3 (en) 2012-05-02
EP2253764B1 EP2253764B1 (en) 2013-05-29

Family

ID=42651203

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10155430.1A Active EP2253764B1 (en) 2009-05-14 2010-03-04 Frame-shaped truss

Country Status (4)

Country Link
EP (1) EP2253764B1 (en)
DE (1) DE102009021424A1 (en)
ES (1) ES2421785T3 (en)
PL (1) PL2253764T3 (en)

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015103209A1 (en) 2015-03-05 2016-09-08 Wilhelm Layher Verwaltungs-Gmbh Truss frame, modular truss girder and bridging and / or supporting structure
US10106992B2 (en) * 2015-09-23 2018-10-23 Oda Systems Ltd Bracket for an access platform
DE102015012275A1 (en) * 2015-09-24 2017-03-30 Wilhelm Layher Verwaltungs-Gmbh Lattice girder and lattice girder system, in particular for universal use within a known working and protective girder
DE102016001747A1 (en) 2016-02-16 2017-08-17 Wilhelm Layher Verwaltungs-Gmbh Truss system for the construction of a supporting structure
DE102016106486A1 (en) 2016-04-08 2017-10-12 Wilhelm Layher Verwaltungs-Gmbh Modular truss girder
DE102016109972A1 (en) * 2016-05-31 2017-11-30 Wilhelm Layher Verwaltungs-Gmbh Vertical beam assembly for a heavy duty scaffold
CN107558608B (en) * 2017-09-11 2023-04-18 武汉理工大学 Lattice steel frame connecting node and construction method
CN108265617B (en) * 2017-12-26 2019-12-10 中国船舶重工集团应急预警与救援装备股份有限公司 Connecting device for connecting two assembled highway steel bridge truss sheets with different specifications
CN109363755A (en) * 2018-11-27 2019-02-22 张钰 A kind of multifunctional double-headed forcing screw
CN111395210B (en) * 2020-04-07 2021-10-22 浙江大学 Method for improving bearing capacity of truss girder bridge by using external prestressed tendons
CN113338618A (en) * 2021-05-26 2021-09-03 中国五冶集团有限公司 Support for building structure template
DE102021214133A1 (en) * 2021-12-10 2023-06-15 Doka Gmbh Scaffolding module for a shoring or supporting scaffold
CN115726602B (en) * 2022-09-09 2024-06-14 中建八局第二建设有限公司 High-stability pipe truss integral assembly jig frame and construction method
CN115492399B (en) * 2022-09-28 2023-04-25 浙江中天恒筑钢构有限公司 Construction method for installing and adjusting hanging steel structure from bottom to top
CN115822224B (en) * 2022-12-03 2023-12-26 江苏速捷模架科技有限公司 Frame beam unit of building platform module of enclosure system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1554224A (en) * 1922-08-04 1925-09-22 Thomas B Mcgrath Fuselage structure
AU543279B2 (en) * 1980-02-22 1985-04-18 Edward Charles Sykes Spigot bracket for standards
WO1996019626A1 (en) * 1994-12-20 1996-06-27 Eugenio Del Castillo Cabello Structure support with multidirectional node
EP0884425A1 (en) * 1997-06-12 1998-12-16 Gilberto Braghieri Vertical extension collapsible bearing structure, particularly for platforms and floor boarding
DE202004002593U1 (en) * 2004-02-19 2004-06-09 Wilhelm Layher Vermögensverwaltungs-Gmbh Termination element for coupling devices of scaffolding frame e.g. for supporting concrete shuttering
DE202008007667U1 (en) * 2008-06-09 2008-09-04 Fu, Yang-Li, Keelung City Disassemblable scaffolding that can be assembled easily and quickly without the help of a hand tool

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2449124C3 (en) * 1974-10-16 1980-01-03 Eberhard 7129 Gueglingen Layher Connection device for scaffolding elements

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1554224A (en) * 1922-08-04 1925-09-22 Thomas B Mcgrath Fuselage structure
AU543279B2 (en) * 1980-02-22 1985-04-18 Edward Charles Sykes Spigot bracket for standards
WO1996019626A1 (en) * 1994-12-20 1996-06-27 Eugenio Del Castillo Cabello Structure support with multidirectional node
EP0884425A1 (en) * 1997-06-12 1998-12-16 Gilberto Braghieri Vertical extension collapsible bearing structure, particularly for platforms and floor boarding
DE202004002593U1 (en) * 2004-02-19 2004-06-09 Wilhelm Layher Vermögensverwaltungs-Gmbh Termination element for coupling devices of scaffolding frame e.g. for supporting concrete shuttering
DE202008007667U1 (en) * 2008-06-09 2008-09-04 Fu, Yang-Li, Keelung City Disassemblable scaffolding that can be assembled easily and quickly without the help of a hand tool

Also Published As

Publication number Publication date
ES2421785T3 (en) 2013-09-05
EP2253764B1 (en) 2013-05-29
DE102009021424A1 (en) 2010-11-18
EP2253764A2 (en) 2010-11-24
PL2253764T3 (en) 2013-11-29

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