EP2297409A1 - Structure support en treillis - Google Patents

Structure support en treillis

Info

Publication number
EP2297409A1
EP2297409A1 EP09777101A EP09777101A EP2297409A1 EP 2297409 A1 EP2297409 A1 EP 2297409A1 EP 09777101 A EP09777101 A EP 09777101A EP 09777101 A EP09777101 A EP 09777101A EP 2297409 A1 EP2297409 A1 EP 2297409A1
Authority
EP
European Patent Office
Prior art keywords
bars
support structure
lattice support
lattice
longitudinal direction
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.)
Withdrawn
Application number
EP09777101A
Other languages
German (de)
English (en)
Inventor
Kamal Daas
Doron Livnat
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.)
Prodelta Investments BV
Original Assignee
Prodelta Investments BV
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 Prodelta Investments BV filed Critical Prodelta Investments BV
Publication of EP2297409A1 publication Critical patent/EP2297409A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • E04H12/10Truss-like structures
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details
    • B66C23/64Jibs
    • B66C23/70Jibs constructed of sections adapted to be assembled to form jibs or various lengths
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/344Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
    • E04B1/3441Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • 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
    • E04G1/17Comprising essentially pre-assembled three-dimensional elements, e.g. cubic elements
    • 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
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/18Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
    • E04H12/185Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic with identical elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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 being built up from several parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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 being built up from several parts
    • E04C2003/0417Joists; 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 being built up from several parts demountable
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/043Joists; 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 hollow cross-section comprising at least one enclosed cavity
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0447Joists; 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 circular- or oval-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0465Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0495Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces

Definitions

  • the present invention relates to a lattice structure, which has interconnected grid bars, wherein the lattice support in the longitudinal direction of the lattice support running lattice bars and these directly or indirectly connecting bars, wherein the connecting bars are in communication with the longitudinally extending bars such that the Distance of extending in the longitudinal direction of the lattice support structure bars when folding the lattice support structure can be reduced and enlarged during the unfolding of the lattice support structure.
  • lattice structures can be used, for example, as stable structural elements, which can be exposed to high mechanical stresses in their unfolded state.
  • An advantage of such lattice structures consists essentially in that These can be folded, for example, for the purpose of transport or storage, and thus are much easier to handle, as a rigid structure.
  • the present invention has for its object to provide a lattice support structure of the type mentioned in an advantageous manner.
  • At least one of the longitudinally extending bars is arranged so fixed that it is stationary during folding and unfolding of the lattice support structure, and that at least one further of the longitudinally extending bars is movably arranged such that it during folding and during Folding the lattice structure undergoes movement.
  • the invention further relates to a lattice support structure, which has interconnected grid bars, wherein the lattice support structure in the longitudinal direction of the lattice support running lattice bars and these directly or indirectly connecting bars, wherein the connecting bars are in communication with the longitudinally extending bars in such a way that the distance between the running in the longitudinal direction of the lattice support structure bars when folding the lattice support structure can be reduced and enlarged during the unfolding of the lattice support structure. Furthermore, it is provided that at least two of the longitudinal Direction extending bars are arranged so that they make a folding in the longitudinal direction of the lattice support work relative to each other during folding and unfolding of the lattice support structure.
  • the bars connecting the longitudinal bars extending bars are thus connected to the longitudinally extending bars so that the relative movement according to the invention is possible.
  • a plurality of grid bars extending in the longitudinal direction of the lattice support structure are moved in parallel, relative to a plurality of lattice bars running in the longitudinal direction of the lattice support structure.
  • four longitudinally extending bars are provided, two of which move synchronously and that perform when moving in and / or unfolding the lattice structure two longitudinally extending bars relative to two other longitudinally extending bars .
  • the invention is not limited to lattice structures with four extending in longitudinal direction bars. Also, a smaller or larger number is conceivable and covered by the invention.
  • the lattice support structure according to claim 2 may be characterized in that it is designed according to the characterizing part of claim 1, that is to say fixed, longitudinally extending lattice bars are provided.
  • longitudinally extending stationary bars and the longitudinally extending movable bars or the relatively movable longitudinal bars extending in succession follow each other alternately.
  • the longitudinally extending movable bars when moving and when unfolding the lattice support movement undergo a movement through which the distance and the relative position in the longitudinal direction of the lattice support running in the longitudinal direction movable grid bars is changed to the longitudinally extending fixed bars. It is therefore conceivable that the longitudinally extending movable bars are moved to the fixed bars during insertion or unfolding or moved away from them and that in addition to this change in distance, a relative movement of the fixed and movable bars in the axial direction, the is done in the longitudinal direction of the lattice structure.
  • the connecting bars can be pivotally and / or displaceably connected to the extending in the longitudinal direction of the lattice support structure bars. It is conceivable that the displaceable connection is achieved in that the bars are preferably pivotally connected to sliding sleeves, which run on the longitudinally extending bars.
  • the connecting bars may preferably be located in the outer surface of the lattice support structure.
  • the extending in the longitudinal direction of the lattice support structure bars can form the outer edges of the lattice support structure.
  • the shape of the lattice structure is not limited. Thus, it is conceivable to provide in cross-section triangular, square, rectangular or polygonal lattice structures.
  • the corner points of these lattice structures are preferably formed by the extending in the longitudinal direction of the lattice support rods.
  • the lattice support structure has a longitudinally repeating structure of longitudinally extending bars and connecting bars.
  • at least part of the connecting bars are formed by connecting struts extending in the unfolded state of the lattice structure perpendicular to the longitudinal direction of the lattice structure from one to another extending in the longitudinal direction of the lattice support structure bars.
  • These connecting struts may have at least one joint, by means of which they are adjustable between a folded and a folded state.
  • the connecting bars are at least partially in communication with each other. It is conceivable that in the longitudinal direction of the lattice support structure spaced connecting bars are for example via a linkage or a mechanism in communication with each other, by means of which the distance of the connecting bars is mutually variable. This mechanism can be used to effect the folding or unfolding of the entire lattice structure.
  • the lattice support structure has locking means by means of which the connecting lattice rods can be fixed in at least one position.
  • means may be provided which act on at least two of the connecting bars such that the spacing of the connecting bars is mutually enlargeable or reducible, whereby the grid structure folds or unfolds.
  • These means can be formed for example by a motor, pneumatically, hydraulically or otherwise operated linkage, which acts on the connecting bars.
  • means are provided which extend to the longitudinal direction of the lattice support structure. fenden bars act in such a way that their distance from each other is increased or decreased, so that the lattice structure is folded or folded.
  • At least two of the connecting bars extend crosswise and are at their intersection point with another of the connecting bars in combination.
  • At least two of the connecting bars extend crosswise and are connected at their crossing point with another of the connecting bars and that the crossing point is in communication with the joint of the further connecting bar.
  • the invention further relates to a lattice support structure with expandable structures, in particular a lattice support structure according to one of claims 1 to 16, wherein the lattice support structure pivotally arranged bars, wherein the pivotable connection is designed such that one of the pivotally connected parts has a projection and that the other of the pivotally connected parts has a limited on three sides by walls groove in which the projection of the other part is pivotally received.
  • the groove bottom thus serves as a boundary, so that a pivoting of the grid bar is only possible as far as possible, until one of said parts rests against the groove bottom. In this position, the grid is thus blocked or further pivoting is not possible.
  • Such a pivotable connection may be provided where two segments of a grid bar pivotally communicate with each other and / or where a grid bar is hinged to another part of the lattice support structure.
  • the grating bar may have the projection at its one end region and the said groove at its other end region. In this way it is possible to connect several bars together or bars different To provide length. In principle, it is also conceivable to carry out both ends of the lattice bar with grooves or with the said projections.
  • a brake or a fixing device which fixes the grid bars in a specific pivot position.
  • This may be, for example, a drum, disc or jaw brake.
  • the brake may e.g. be hydraulically or mechanically operated.
  • the brake may comprise brake shoes which have two projections which, upon actuation of the brake, simultaneously come into contact with the respectively adjacent part, for example with the said projection, and thus develop an optimal braking effect.
  • FIG. 1 shows a perspective view of a lattice support structure in the form of a lattice support segment according to the present invention
  • FIG. 2 shows a perspective view of a lattice support structure in the form of a lattice support segment according to the present invention in a further embodiment
  • FIG. 3 shows two composite lattice support structure segments according to FIG. 2 in a perspective view
  • FIG. 4 shows further perspective and schematic side and top views of the lattice support structure according to FIG. 2,
  • FIG. 5 shows a perspective view of a lattice support structure in the form of a lattice support segment according to the present invention in a further embodiment
  • FIG. 3 shows a perspective view of a lattice support structure in the form of a lattice support segment according to the present invention in a further embodiment
  • FIG. 7 shows a perspective view of a lattice support structure in the form of a lattice support segment according to the present invention in a further embodiment
  • Figure 8 is a perspective view of a lattice structure in the form of a lattice support segment according to the present invention with triangular cross-section and
  • FIG. 9 shows different representations of the lattice structure segment according to FIG. 8.
  • Figure 1 shows a perspective view of a lattice structure or a lattice support structure segment in a first embodiment of the present invention.
  • the lattice support structure consists of longitudinally extending bars 10, 10 ', which communicate with each other by connecting bars 20, 30, 50.
  • the connecting bars 20, 30, 50 are arranged in the outer surfaces of the unfolded lattice support structure, whereas the longitudinally extending bars 10, 10 'form the edges or in cross-section the corners of the lattice support structure.
  • the bars 10 are fixed bars, that is, bars, which remain stationary during insertion and removal of the lattice support structure, that is, do not move.
  • the connecting bars 20, 30 are each designed such that they are pivotally mounted in their one end, but fixed to each one of the longitudinally extending bars 10, 10 'are arranged around their in their other End region via a sliding sleeve 20 ', 30' displaceable relative to the other, preferably to an adjacent longitudinally extending grid bar 10, 10 'are arranged.
  • the connecting bars 20, 30 are preferably pivotally mounted on these sliding sleeves 20 ', 30'.
  • rods 60 are provided which connect the longitudinally spaced interconnecting grid bars 50 together. In this way, it is possible to cause folding or unfolding of the lattice support structure by actuation of these rods 60.
  • These rods 60 can be driven by motor, pneumatically, hydraulically or otherwise manually, for example.
  • a connecting strut is characterized, which is also pivotable articulated and has the task to secure the lattice structure in the unfolded state.
  • This strut 70 extends diagonally between two longitudinally extending lattice struts 10 ', as is apparent from Figure 1.
  • Figure 2 shows a lattice support structure or lattice support structure segment, which differs from the lattice support structure shown in Figure 1 in that it is designed polygonal in cross section. In this case, it is a hexagonal structure whose edges are formed by longitudinal bars 10, 10 '.
  • fixed grid bars 10 extending in the longitudinal direction alternate with grid bars 10 'which can be moved in the longitudinal direction.
  • connecting bars 80, 90 are provided in an end region of the lattice support structure which connect three of the longitudinally extending lattice bars 10 and 10 'to one another.
  • the linkage 80 connects the three fixed bars 10 and the linkage 90, the three movable bars 10 '.
  • FIG. 3 shows a lattice support structure, which consists of two of the lattice support structure segments according to FIG. These are connected in their end regions via the longitudinally extending bars 10, 10 'with each other.
  • FIG. 4 shows further perspective as well as side views of the lattice support structure according to FIG. 2.
  • Figures 4a and 4b show the lattice structure in side views.
  • FIGS. 4c and 4d show perspective views of the lattice support structure according to FIG. 2, and
  • FIG. 4d shows a cross-sectional or plan view of the lattice support structure, from which the polygonal structure of the lattice support structure results.
  • FIG. 5 shows a further embodiment of the lattice support structure according to the present invention.
  • a difference from the embodiment according to FIG. 1 lies in particular in that the connecting bars 20, 30 run crosswise, as can be seen from FIG.
  • the cross-extending bars 20, 30 are each pivotable in one end portion of one of the bars 10 and 10 'and in its other end portion pivotally mounted on a sliding sleeve 20'. 30 'which slidably extends on one of the longitudinally extending bars 10, 10'.
  • FIG. 6 shows a further embodiment of the present invention, in which the point of intersection of the connecting bars 20, 30 does not lie in the region of one of the longitudinal bars, as shown in FIG. 5, but approximately in the center of the outer surface of the grid.
  • a linkage is further seen, which consists of rods 120, each attacking on one of the longitudinally extending bars 10, 10 'and converge to a common point of connection 130.
  • the rods 120 thus have the structure of a truncated pyramid, wherein, as is further apparent from FIG. 6, two such truncated pyramids adjoin one another offset from one another.
  • These linkages 120 serve to effect folding or unfolding of the lattice structure by operation of the connection point.
  • FIG. 7 shows a further embodiment of a lattice support structure according to the present invention.
  • the connecting bars 20, 30 are interconnected with one another and with the further connecting bars 50, for example via a bolt connection.
  • the connecting bars 20, 30 are pivoted about the crossing point 150 and at the same time the connecting bars 50 are pivoted about their joint, which is aligned with the intersection point 150 and connected to this in a suitable manner.
  • FIG. 8 shows a further embodiment of a lattice support structure which has a triangular cross-section structure.
  • FIG. 9 shows further views of this lattice support structure.
  • FIGS. 9a and 9b show side views and
  • FIGS. 9c and 9d show perspective views of the lattice support structure or lattice structure segment.
  • lattice structures or lattice support structure segments according to the present invention serve as structural elements for a wide variety of purposes, such as scaffolding, support structures, components of cranes, etc.

Abstract

L'invention concerne une structure support en treillis comportant des barres en treillis reliées les unes aux autres. La structure support en treillis comporte des barres en treillis s'étendant dans la direction longitudinale de la structure, et des barres en treillis reliant celles-ci de façon directe ou indirecte. Les barres de liaison sont reliées aux barres longitudinales de telle manière que l'espace entre les barres longitudinales peut être réduit lors du repliement de la structure et augmenté lors du déploiement de la structure. Au moins une barre longitudinale est disposée fixe de manière à être stationnaire lors du repliement et du déploiement de la structure, et au moins une autre barre longitudinale est disposée mobile de manière à se déplacer lors du repliement et du déploiement de la structure.
EP09777101A 2008-07-10 2009-07-10 Structure support en treillis Withdrawn EP2297409A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202008009283U DE202008009283U1 (de) 2008-07-10 2008-07-10 Gittertragwerk
PCT/EP2009/005017 WO2010003681A1 (fr) 2008-07-10 2009-07-10 Structure support en treillis

Publications (1)

Publication Number Publication Date
EP2297409A1 true EP2297409A1 (fr) 2011-03-23

Family

ID=41217744

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09777101A Withdrawn EP2297409A1 (fr) 2008-07-10 2009-07-10 Structure support en treillis

Country Status (6)

Country Link
US (1) US20110308189A1 (fr)
EP (1) EP2297409A1 (fr)
JP (1) JP2011527388A (fr)
CN (1) CN102203356A (fr)
DE (1) DE202008009283U1 (fr)
WO (1) WO2010003681A1 (fr)

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202010011131U1 (de) 2010-08-06 2011-11-23 Liebherr-Werk Ehingen Gmbh Gitterstück und Kran
WO2012094766A1 (fr) * 2011-01-13 2012-07-19 Shift Strategy + Design Inc. Système d'ossature portante pouvant être érigé de façon pivotante
DE202011002901U1 (de) * 2011-02-18 2012-05-21 Kamal Daas Gittertragwerk
CN103374976B (zh) * 2012-04-12 2017-03-08 孙善骏 开结构单元组合体
EP2925942A4 (fr) * 2012-11-27 2016-10-05 Marmen Inc Système de levage pour tours de turbine éolienne et procédé d'érection d'une tour de turbine éolienne
DE102013205173A1 (de) * 2013-03-22 2014-10-09 Terex Cranes Germany Gmbh Gittermastelement, Gittermastausleger mit mindestens einem derartigen Gittermastelement sowie Kran mit mindestens einem derartigen Gittermastausleger
DE102013006259A1 (de) * 2013-04-11 2014-10-16 Liebherr-Werk Ehingen Gmbh Teleskopausleger und Kran
CA2913090C (fr) 2013-05-23 2021-08-03 Les Enceintes Acoustiques Unisson Inc. Ferme structurale pliable
US20160319533A1 (en) * 2013-12-18 2016-11-03 Skanska Usa Building, Inc. Collapsible construction module
US9637922B1 (en) * 2015-10-16 2017-05-02 Tomcat USA, Inc. Collapsible truss
FR3051207B1 (fr) * 2016-05-12 2020-12-04 Univ Montpellier Assemblage de modules de tensegrites pliables
KR102000261B1 (ko) * 2017-02-13 2019-07-24 주식회사 스틸텍 간격유지 및 강성증대 구조의 스파이더가 적용된 사변형 격자지보
CN107558727B (zh) * 2017-09-08 2020-11-03 中建三局第一建设工程有限责任公司 用于低位顶升模架的竖向拉伸操作架及其安装和拆卸方法
DE102017216255A1 (de) * 2017-09-14 2019-03-14 Peri Gmbh Gerüstriegel, Gerüst und Verfahren zum Aufbau eines Gerüsts
BE1025724B1 (nl) * 2017-11-20 2019-06-24 Willy Bruyninckx Inrichting voor het versterken en aankleden van spanten en werkwijze waarbij zulke inrichting wordt toegepast.
USD1017832S1 (en) * 2020-07-17 2024-03-12 Global Engineers Investment Singapore Pte. Ltd. Tower
CN112252804B (zh) * 2020-10-23 2022-03-25 北京航空航天大学 一种可伸缩型应急保障塔
USD970044S1 (en) * 2021-06-30 2022-11-15 Cignomet OÜ Framework for building
USD969345S1 (en) * 2021-06-30 2022-11-08 Cignomet OÜ Framework for building
USD970043S1 (en) * 2021-06-30 2022-11-15 Cignomet OU Framework for building

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2987148A (en) * 1955-08-26 1961-06-06 Millard John Reeson Expansible structural member
US3011586A (en) * 1958-10-07 1961-12-05 Jr John E Harvey Fold-up tower section
US3593481A (en) * 1969-03-19 1971-07-20 Tom T Mikulin Extensible structure
US4599832A (en) * 1985-01-04 1986-07-15 Benton Max D Extendible structures
US4604844A (en) * 1985-07-30 1986-08-12 The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration Deployable M-braced truss structure
US5016418A (en) * 1986-08-22 1991-05-21 The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration Synchronously deployable double fold beam and planar truss structure
US5125206A (en) * 1987-08-27 1992-06-30 Kabushiki Kaisha Toshiba Truss structure
JPH0794236B2 (ja) * 1989-03-31 1995-10-11 富士重工業株式会社 展開構造物
US5787671A (en) * 1994-09-28 1998-08-04 Nippon Telegraph And Telephone Corp. Modular deployable antenna
JP3131896B2 (ja) * 1995-07-20 2001-02-05 辰雄 小野 支保工
US5794640A (en) * 1997-02-13 1998-08-18 Jang; Jung-Woo Quick assembly tent framework
JP3913360B2 (ja) * 1997-12-26 2007-05-09 辰雄 小野 支保工
US6206020B1 (en) * 1998-08-14 2001-03-27 James P. Lynch Collapsible canopy framework and structure with articulating scissor assemblies
TW499019U (en) * 2001-08-03 2002-08-11 Yi-Ching Guo Improved connecting and drawing structure of a frame
DE20209770U1 (de) * 2002-06-24 2002-09-26 Kuo Yi Ching Rahmentragwerk
US7963084B2 (en) * 2005-08-29 2011-06-21 Donald Merrifield Deployable triangular truss beam with orthogonally-hinged folding diagonals
JP4712605B2 (ja) * 2006-05-10 2011-06-29 豊生ブレーキ工業株式会社 シューホールドダウン装置
DE202006014789U1 (de) * 2006-09-26 2008-02-07 Daas, Kamal Gittertragwerk
DE102006060347B4 (de) * 2006-12-20 2008-09-25 Liebherr-Werk Ehingen Gmbh Gitterstück für einen mobilen Großkran und Verfahren zu seinem Aufrichten
DE202008007109U1 (de) * 2008-05-27 2009-10-08 Daas, Kamal Gittertragwerk

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2010003681A1 *

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JP2011527388A (ja) 2011-10-27
US20110308189A1 (en) 2011-12-22
CN102203356A (zh) 2011-09-28
WO2010003681A8 (fr) 2011-03-31
WO2010003681A1 (fr) 2010-01-14
DE202008009283U1 (de) 2009-11-12

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