EP3306010A1 - Échafaudage de travail et/ou de protection et procédé d'installation de celui-ci - Google Patents

Échafaudage de travail et/ou de protection et procédé d'installation de celui-ci Download PDF

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Publication number
EP3306010A1
EP3306010A1 EP17185614.9A EP17185614A EP3306010A1 EP 3306010 A1 EP3306010 A1 EP 3306010A1 EP 17185614 A EP17185614 A EP 17185614A EP 3306010 A1 EP3306010 A1 EP 3306010A1
Authority
EP
European Patent Office
Prior art keywords
modules
elements
tower
module
scaffold
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
EP17185614.9A
Other languages
German (de)
English (en)
Other versions
EP3306010B1 (fr
Inventor
Armin Böser
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3306010A1 publication Critical patent/EP3306010A1/fr
Application granted granted Critical
Publication of EP3306010B1 publication Critical patent/EP3306010B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/17—Comprising essentially pre-assembled three-dimensional [3D] elements, e.g. cubic elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/40—Arched girders or portal frames of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/18—Scaffolds primarily resting on the ground adjustable in height
    • E04G1/22—Scaffolds having a platform on an extensible substructure, e.g. of telescopic type or with lazy-tongs mechanism
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306—Scaffolding 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
    • E04G7/308—Scaffolding 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 without tying means for connecting the bars or members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/34—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins
    • 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
    • E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
    • 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
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0495—Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces

Definitions

  • the invention relates to a protective and working scaffold and a method for the construction of such a scaffold.
  • the invention proposes to provide the framework with at least two tower elements and at least one of the tower elements worn top chord, wherein the tower elements arranged one above the other and interconnected similar cuboid modules and the top chord side by side arranged and interconnected similar cuboid modules and the connection between a tower element and the upper flange by means of these two common cube-shaped adapter module.
  • the framework stands with the tower elements on each one foundation element.
  • the modules for the tower elements and the top chord are preferably prefabricated. Regardless, they can be designed in the same way.
  • the surfaces of the cube-shaped adapter module can correspond in terms of their dimensions to the end faces of the cuboid modules, which are provided with tower elements and top chord.
  • Both the cuboid modules and the adapter modules can be designed as a framework, wherein in the cuboid modules for tower elements and upper flange extending in the longitudinal direction of the respective rods of the respective module are longer than the transverse thereto extending rods.
  • at least one diagonal strut can be provided for stabilizing the modules and thus the framework on at least two mutually opposite sides of the module and / or the adapter module.
  • at least one diagonal strut extending in a plane transverse to the longitudinal direction of the module may optionally be provided in the middle of the longitudinal extent.
  • Connecting elements may be provided at the ends of the cuboidal modules and at least three sides of the adapter modules.
  • the connecting elements may be formed in a simple manner as holes provided with holes, wherein a part of the connecting elements formed as a double lug and the arrangement of the connecting elements on the modules is such that in the assembled state of two modules a single lug of the one between the two tabs of a double lug the other module engages and put a common bolt into the aligned holes of a connection assembly representing tabs is.
  • the tab-shaped connecting elements may be attached to the corners of the front boundary surfaces of the modules such that the respective diagonally pairwise opposite tabs of a connection between two modules extend parallel planes and offset the planes of one pair with respect to the planes of the other pair by 90 ° are arranged. In this way, lateral forces acting on the modules can be better absorbed.
  • the modules of the upper belt can be provided with an additional component, wherein the components of the modules in the assembled state of the same complement to a running in the longitudinal direction of the Obergurts accessible area, which is provided with a fall protection.
  • the modules provided for a tower element can likewise be provided with an additional component, these components complementing each other in the assembled state of the tower element to form a vertical climbing passage with back protection and resting platforms.
  • the construction of the framework according to the invention can be carried out in such a way that is first assembled on the bottom of the cuboidal modules and the adapter modules upper chord, which is then lifted by means of at least one lifting device by a distance which the arrangement of each one for the Tower elements provided module allows in a position in which it is connected to the upper flange by attachment to the respective adapter module provided for this purpose.
  • This can be done on the floor using, for example, small scaffolds whose height does not need to exceed the length of a cuboid module.
  • the latter After attaching the first cuboid module on the adapter module of the upper flange, the latter is subsequently with each module already mounted for the tower elements gradually increased by a corresponding distance so as to successively install further modules for the tower elements and complete the framework and then set up the framework with the tower elements on appropriately prepared foundation elements and connect with them.
  • the length of the cuboid modules will generally be such that it is possible without costly measures to mount the modules for the tower elements each near the ground, so that entering the framework during assembly is not absolutely necessary. In general, a small work scaffold will suffice to attach the next module to the tower element to be completed.
  • the number of tower elements will depend on the length of the upper flange and possibly also on the carrying capacity of the at least one lifting element to be used in each case. The latter also applies to the maximum height of the scaffolding to be built, its stability can be secured if necessary by guy ropes.
  • FIG. 1 The three in FIG. 1 In this respect, the frameworks shown have the same basic structure as each provided with a top flange 12, two tower elements 14 and two foundation elements 16. On the latter, the tower elements 14 are placed.
  • Upper flange 12 and tower elements 14 are composed essentially of rectangular modules 18, one of which in FIG. 3 is shown.
  • Each of the modules is designed as a framework and provided with four parallel longitudinally extending rods 20, which are interconnected at the respective end of the cuboid by four transverse rods.
  • the longitudinal bars 20 have a significantly greater length than the cross bars, so that in the embodiment shown in the drawings, a diagonal brace 28 is attached to at least two opposite sides 24, 26 of the module.
  • struts 28 are provided on each of the two sides, each emanating from one end of the module and meet in a module dividing the half-level and there are mounted on the opposite longitudinal bar.
  • a further running in this plane diagonal strut in the strut 30 is provided. The number and arrangement of these struts depends on the particular circumstances, in particular on the length of the modules, which may generally be about two meters, for example.
  • the connection between upper flange 12 and the respective tower element 14 is effected by using an adapter module 32 which is composed of rods 34 of the same length and thus has the shape of a cube ( FIG. 4 ).
  • the surfaces of the cube correspond in terms of dimensions and shape of the end faces 27 of the cuboid modules. Because the cuboid modules of upper flange and tower elements at least With respect to their cross-sectional shape and size match, thus both the adjacent to the respective adapter module 32 modules 18 of the upper flange 12 and the corresponding modules of the tower elements 14 can be connected to the adapter module, as in particular FIG. 2 is apparent.
  • the adapter module 32 is connected at two of its opposing surfaces, each with a cuboid module 18. At a further, the two aforementioned surfaces of the vertical surface, which bounds the adapter module on the underside, each of the uppermost cuboidal module for the respective tower element 14 is attached.
  • the cuboid modules are provided with connecting elements at least on their frontal surfaces.
  • Corresponding connecting elements are located on at least two mutually opposite surfaces of the adapter module 32 and at least one surface perpendicular thereto, which is in the assembled state of the frame on the underside of the adapter module 32.
  • the modules To attach the modules together they are provided with fastening means which are designed as tabs.
  • the arrangement is such that at each end side at the four corners thereof alternately single lugs 36 and double lugs 38 are provided, wherein the double lugs are arranged parallel to each other and at a distance from each other, such that between the two tabs of a double lug 38 a module of a single lug of an adjacent module can be inserted.
  • All tabs are provided with a hole, with the holes of all the tabs in the connecting position aligned with each other so that they can receive a bolt or other suitable connection means to the tabs of both adjacent modules and thus the modules together connect to.
  • the arrangement is such that the tabs of a first pair of diagonally opposite connections to the tabs of the two other diagonally opposite connections are arranged at 90 ° about an axis, which runs parallel to the longitudinal bars 20 of the respective module, as this also with top view of FIG. 5 lets recognize.
  • the adapter modules 32 are provided in a corresponding manner with such connecting straps with the difference that they are not only provided on two opposite sides 12 for connection to the modules 18 of the upper flange, but also at least on a third side, in the assembled state of the parts down, so the associated tower element is facing.
  • the side is provided with connecting straps, which is swept upwards in the mounted state, that is opposite to the lower side.
  • the two tower elements 14 are each mounted on a foundation element 41 (FIG. FIG. 5 ), which consists of two longitudinal members, for example, double T-beams 42 and some of these longitudinal members connecting cross members 44 and arranged on the frame receiving the bottom and optionally anchored.
  • the foundation elements 41 may be provided depending on the nature of the soil on which they are placed on the underside with projections or the like, which cause any necessary protection against displacement.
  • the central cross members 44 are also provided with single lugs 36 and double lugs 38 according to the attachment of the tabs on the cuboid module such that the lower end of the respective lowermost module of the tower element connected to the foundation element 41 in the manner described can be.
  • FIG. FIG. 5 consists of two longitudinal members, for example, double T-beams 42 and some of these longitudinal members connecting cross members 44 and arranged on the frame receiving the bottom and optionally anchored.
  • the foundation elements 41 may be provided depending on the nature of the soil on which they are placed on the underside with projections or the like, which
  • each foundation element may optionally additionally by at the two ends of the same applied weights 45, for example, concrete elements, which are provided on the upper side with an eyelet 52 of the same, so that they brought with a lifting element in the desired position or from this can be removed.
  • This in Figure 1c shown scaffold is provided along the top flange with a working platform 46, which is associated with a railing 48.
  • the modules of the upper belt, as well as the adapter modules are provided with corresponding additional components that complement each other in the assembled state of the modules to this work platform in the handrail (s).
  • the right tower element of the scaffold according to Figure 1c is provided with a vertical riser with back protection and resting platforms.
  • the modules of this tower element are provided with appropriate components that complement each other to the riser and so on.
  • the framework according to FIG. 1a is secured with guy ropes 54 due to its greater height.
  • the framework according to the invention may also have more than two tower elements.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP17185614.9A 2016-10-05 2017-08-09 Échafaudage de travail et/ou de protection et procédé d'installation de celui-ci Active EP3306010B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102016118844.1A DE102016118844A1 (de) 2016-10-05 2016-10-05 Schutz- und/oder Arbeitsgerüst sowie Verfahren zu dessen Errichtung

Publications (2)

Publication Number Publication Date
EP3306010A1 true EP3306010A1 (fr) 2018-04-11
EP3306010B1 EP3306010B1 (fr) 2020-11-25

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EP17185614.9A Active EP3306010B1 (fr) 2016-10-05 2017-08-09 Échafaudage de travail et/ou de protection et procédé d'installation de celui-ci

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EP (1) EP3306010B1 (fr)
DE (1) DE102016118844A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108442343A (zh) * 2018-05-21 2018-08-24 中国水利水电第十四工程局有限公司 一种标准模块组合支撑装置
CN110797797A (zh) * 2019-12-06 2020-02-14 河南送变电建设有限公司 一种输电线路跨越铁塔装配式保护网支承横梁
CN117738985A (zh) * 2023-12-20 2024-03-22 广西路桥工程集团有限公司 一种模块化的横联和组拼方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113323356A (zh) * 2021-04-23 2021-08-31 宁波工程学院 一种用于建筑外墙施工的悬吊装置

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2109088A1 (de) * 1971-02-25 1972-09-21 Holzmann Philipp Ag Raeumliches Bauelement zur Bildung von Trag- und Stuetzwerken aller Art
JPH03156065A (ja) * 1989-11-14 1991-07-04 Sumikin Kozai Kogyo Kk 枠組足場開口部の深枠取付け構造
JPH06248794A (ja) * 1993-02-26 1994-09-06 Maeda Corp 大型組立式移動足場
DE9408443U1 (de) * 1993-05-25 1994-10-06 Leitner GmbH, 71332 Waiblingen Für den Laden- und/oder Ausstellungsbau dienendes Rahmenelement
US5390463A (en) * 1993-11-24 1995-02-21 Penn Fabrication (U.S.A.) Inc. Modular truss structure
JP2004270403A (ja) * 2003-03-12 2004-09-30 Miyaji Construction & Engineering Co Ltd 軽量ボックストラスシステム
EP2009198A2 (fr) * 2007-06-25 2008-12-31 Euroedile S.r.l. Module d'échafaudage pour agencer une structure d'échafaudage et procédé pour l'assemblage/désassemblage de cette structure
WO2010003682A2 (fr) * 2008-07-10 2010-01-14 Prodelta Investments B.V. Structure support en treillis comportant des éléments d'évacuation
US20130291477A1 (en) * 2012-05-02 2013-11-07 Les Enceintes Acoustiques Unisson Inc. Structural trusses with monolithic connector plate members

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8789335B2 (en) * 2012-07-25 2014-07-29 Tait Towers Manufacturing, LLC. Portable structure

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2109088A1 (de) * 1971-02-25 1972-09-21 Holzmann Philipp Ag Raeumliches Bauelement zur Bildung von Trag- und Stuetzwerken aller Art
JPH03156065A (ja) * 1989-11-14 1991-07-04 Sumikin Kozai Kogyo Kk 枠組足場開口部の深枠取付け構造
JPH06248794A (ja) * 1993-02-26 1994-09-06 Maeda Corp 大型組立式移動足場
DE9408443U1 (de) * 1993-05-25 1994-10-06 Leitner GmbH, 71332 Waiblingen Für den Laden- und/oder Ausstellungsbau dienendes Rahmenelement
US5390463A (en) * 1993-11-24 1995-02-21 Penn Fabrication (U.S.A.) Inc. Modular truss structure
JP2004270403A (ja) * 2003-03-12 2004-09-30 Miyaji Construction & Engineering Co Ltd 軽量ボックストラスシステム
EP2009198A2 (fr) * 2007-06-25 2008-12-31 Euroedile S.r.l. Module d'échafaudage pour agencer une structure d'échafaudage et procédé pour l'assemblage/désassemblage de cette structure
WO2010003682A2 (fr) * 2008-07-10 2010-01-14 Prodelta Investments B.V. Structure support en treillis comportant des éléments d'évacuation
US20130291477A1 (en) * 2012-05-02 2013-11-07 Les Enceintes Acoustiques Unisson Inc. Structural trusses with monolithic connector plate members

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108442343A (zh) * 2018-05-21 2018-08-24 中国水利水电第十四工程局有限公司 一种标准模块组合支撑装置
CN110797797A (zh) * 2019-12-06 2020-02-14 河南送变电建设有限公司 一种输电线路跨越铁塔装配式保护网支承横梁
CN117738985A (zh) * 2023-12-20 2024-03-22 广西路桥工程集团有限公司 一种模块化的横联和组拼方法

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Publication number Publication date
DE102016118844A1 (de) 2018-04-05
EP3306010B1 (fr) 2020-11-25

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