EP0814212A2 - Dispositif pour cadre porteur - Google Patents

Dispositif pour cadre porteur Download PDF

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Publication number
EP0814212A2
EP0814212A2 EP97109611A EP97109611A EP0814212A2 EP 0814212 A2 EP0814212 A2 EP 0814212A2 EP 97109611 A EP97109611 A EP 97109611A EP 97109611 A EP97109611 A EP 97109611A EP 0814212 A2 EP0814212 A2 EP 0814212A2
Authority
EP
European Patent Office
Prior art keywords
unit
stem
support frame
frame device
units
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Withdrawn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
EP97109611A
Other languages
German (de)
English (en)
Other versions
EP0814212A3 (fr
Inventor
Ruth Langer Geb. Layher
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 Vermoegensverwaltungs GmbH
Original Assignee
Wilhelm Layher Vermoegensverwaltungs 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 Vermoegensverwaltungs GmbH filed Critical Wilhelm Layher Vermoegensverwaltungs GmbH
Publication of EP0814212A2 publication Critical patent/EP0814212A2/fr
Publication of EP0814212A3 publication Critical patent/EP0814212A3/fr
Withdrawn legal-status Critical Current

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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
    • E04H15/00—Tents or canopies, in general
    • E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/64—Tent or canopy cover fastenings
    • 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
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/242—Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench
    • 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
    • E04G5/12—Canopies
    • 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
    • E04G7/307—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 with 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
    • E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
    • 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
    • E04H15/00—Tents or canopies, in general
    • E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/34—Supporting means, e.g. frames
    • 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
    • E04B2001/2424—Clamping connections other than bolting or riveting
    • 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
    • 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
    • E04B2001/2451—Connections between closed section profiles
    • 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
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B2001/2487—Portico type structures
    • 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
    • E04B2001/2496—Shear bracing therefor

Definitions

  • the present invention relates to a support frame device for hall-like buildings, such as roadway, storage space, garage, assembly space roofing, tents, housings or the like. With at least one handle unit and a locking unit.
  • a variety of support frame designs are known for the construction of such buildings. Such devices are used in a variety of ways. They are used to erect roofs on construction sites, for example when restoring existing buildings or during winter construction, for quickly building halls for protecting stored goods or vehicles, for meetings or the like.
  • the locking unit designed as a roof truss is often connected to the stem unit so that it cannot be bent, so that a relatively high load-bearing capacity can be achieved.
  • the roof membrane is applied to the purlins attached to the roof trusses. This consists either of individual, subsequently applied, overlapping corrugated iron sheets or trapezoidal profiles or at least of tarpaulins, which are suitably connected to one another or to the supporting structure in the edge area.
  • the roof trusses which are designed as lattice girders, are erected on the floor and connected with transverse, vertically standing frames two cross-connected roof trusses that cover the entire roof width of both sides. Then such elements are lifted with a suitable lifting device and placed side by side on the supports. Two lattice girders are required at each joint. The assembly is therefore relatively complex and material-intensive.
  • German patent application P 35 42 610.1 describes a quick-assembly hall roof that can be created with relatively little material and assembly effort. It is a so-called cassette roof, which is used as an inexpensive and wage-saving roof against weather protection and interim halls.
  • the roof can be stored, for example, on existing building components or separately created scaffolding.
  • the present invention is based on the object or the technical problem of specifying a supporting frame device for hall-like buildings of the type mentioned at the outset, which can be produced economically, and which ensures simple and quick installation and has a universal area of use in terms of their dimensions and load-bearing capacity, and where dense planning of the hall is possible with little effort.
  • the support frame device according to the invention is given by the features of independent claim 1.
  • Advantageous refinements and developments of the support frame device according to the invention are the subject of the dependent claims.
  • the support arm device is characterized in that a first support frame device is present, in which both the handle unit and the locking unit are each formed at least from a standard handle element known from scaffolding, and the rigid connection of the handle and locking unit is designed as a prefabricated connecting handle unit, each of which is connected to the handle elements via connecting means .
  • the scaffold post element thus forms the basic module unit of the frame construction, since it is used both in the post area and in the transom area.
  • a particularly preferred embodiment is characterized in that at least one further support frame device, which is arranged inside and / or outside of the first support frame device and is essentially arranged in the frame plane, with an essentially parallel profile of the stem or latch unit, is present, and the further support frame device (s) is provided Connection frame elements are statically connected to the first or a further support frame device.
  • statically effective additional support frame devices variable application options with regard to the required load capacity or the required spans can be implemented in a simple manner. As a result, the use of hall-like buildings created with such support frame devices is also possible in areas with increased snow load.
  • a particularly advantageous embodiment is characterized in that a further support frame device is designed as an outer and / or inner support frame device and has a piping rail profile for connecting tarpaulin strips provided with piping strips.
  • the use of the piping rail technology known from P 43 36 016.5 enables dense planning with significantly less effort.
  • the keder rail profile is used as a support profile, statically connected to the first support frame device, which enables the creation of halls with reliable weather protection, that is, a tight enclosure without any problems.
  • a consistently dense covering of the roof and wall surfaces of the hall is achieved.
  • the use of ready-made tarpaulins from the roll is possible, which saves capital-binding and confusing provision of various cuts and time-consuming assembly.
  • a particularly preferred embodiment of the support frame device according to the invention is characterized in that the known, standardized stem element of the support frame device has connection units, in particular rosettes provided with recesses, to which the connection frame elements can be connected with corresponding connection units, in particular wedge lock units, in a predetermined grid dimension.
  • Such a stem element is described in German Patent 24 49 124.
  • the use of this stem element for both the transom and the stem of the frame support device also opens up the diverse and easy to assemble and disassemble connection options from scaffolding for hall construction.
  • connection technology known in practice under the keyword “all-round scaffolding”, particularly high adaptability can be achieved.
  • Up to eight connections at right, obtuse or injecting angles per rosette are possible. The connections are all on one level, the application of force is more or less centered and the wedging takes place in a force and form-free manner.
  • the specified connection points, the clear components and the uncomplicated, quick wedge connection between the supporting frame devices with one another and the connections of the longitudinal bars and bandage bars ensure simple, quick and therefore cost-effective assembly and disassembly.
  • the wedge lock prevents any disconnection of the connected components in the assembly phase.
  • connecting frame units depend on the connection options of the supporting frame device to be connected in each case.
  • connecting frame units are used which have two opposite connection areas, each of which is designed as a wedge lock unit.
  • it is for the case of connecting a support frame device advantageous with keder rail profile to form a connection area as a sliding block unit, so that a simple connection of the support frame unit formed from the keder rail profile to the support unit formed from the stem elements and connecting stem units is possible.
  • Another connection frame unit is designed such that it has at least one pipe coupling unit next to the wedge lock unit, so that additional rods, for example for attaching a tarpaulin or the like, can be connected without problems.
  • a connecting frame unit which is preferably used in the area of the eaves as a spacing unit, is designed as a profile bar with a pipe coupling unit present at the end.
  • a supporting frame device for a hall that fulfills a function other than a scaffold can be installed using a few additional components using standardized scaffold arm elements.
  • all components that are added to the scaffold posts are used, be it the use of post units or the additional support frame devices as statically load-bearing. Since the scaffold arm elements are on the market in a given model system, halls with variable dimensions can be created without any problems by using fewer special components. This opens up another large field of application for scaffolding stems.
  • a support frame device 10.1 for a hall consists of a first support frame device 12.1, which has support elements 14.1 in the handle area and latch area.
  • the stem area is formed by a stem element 14.1.
  • the rigid connection to the stem element 14.1 of the transom is formed by a connecting stem unit 16.1 in the eaves area.
  • the stem elements 14.1 of the transom region run inclined towards the ridge region, the rigid connection of the stem elements 14.1 of the transom in the ridge region being ensured by means of a connecting stem unit 18.1.
  • the stick elements 14.1 are designed as standardized scaffolding construction sticks, which are known on the market under the name "all-round scaffolding". This stem elements and their connection technology is described in detail in German Patent P 24 49 124.5.
  • the connecting rod units 16.1, 18.1 are shown schematically in FIGS. 12 and 13.
  • the representation of the stem element 14 is shown in FIGS. 10 and 21.
  • the stem element 14 has, in a predeterminable grid axis dimension, circular-disk-shaped rosettes 40 which have recesses 42.1 and 42.2 which are arranged offset by 90 ° and run diagonally to the longitudinal axis 41.
  • the stem elements 14 are designed as tubular profiles. This rosette 40 forms a node in which a wide variety of components or connecting elements can be connected using a known wedge head technology.
  • the connecting rod unit 16.1 bent in accordance with the eaves advance is designed as a tubular profile, at the free end of which a tube connector 44 is pressed in regions.
  • the stem elements 14.1 of the stem area and the latch area are each attached to this pipe connector 44.
  • the connecting rod unit 18.1 in the ridge area is bent in the middle according to the roof pitch.
  • the outer diameter corresponds essentially to the inner diameter of the stem elements 14.1, so that they can be pushed onto the connecting stem unit 18.1 in some areas during assembly.
  • the locking takes place via screw means, not shown.
  • the support device 12.1 is supported by a normal spindle 24 connected to the stem element 14.1 on the underside. If the construction can be moved, swivel castors can also be connected.
  • the support frame device 10.2 according to FIG. 2 differs from the support frame device 10.1 shown in FIG. 1 in that, in addition, on the outside, essentially parallel to the first support frame device 12.1 and in the plane thereof, a second support frame device 12.2 is connected to the first support frame device 12.1 in a statically cooperating manner.
  • the same components have the same reference numerals and will not be explained again.
  • the support frame device 12.2 has a piping rail profile for connection to tarpaulin with piping. Such keder rail profiles are described in detail in German patent application P 41 36 016.5.
  • FIG. 17 A schematic cross section of the welt rail profile is shown in FIG. 17.
  • FIG. 2 shows two variants of the individual components of the second support frame device 12.2.
  • the welt rail profile is encountered at points I, II and III.
  • a connecting stem element 16.2 with a corresponding curvature is arranged in the eaves area.
  • a connecting stem element 18.2 with a corresponding curvature is also arranged in the ridge area.
  • the connecting stem elements 16.2, 18.2 also have a piping rail profile.
  • the piping rail profile is encountered either only at point II or at point I, so that the stem elements are to be fitted with a corresponding curvature, which is particularly useful in the case of relatively small frame dimensions in order to reduce the number of components.
  • the second support frame device 12.2 is statically and effectively connected to the first support frame device 12.1 via connection frame elements 30, which are shown in more detail below, at the points where the stem elements 14.1 have rosettes 40.
  • the support frame device 10.3 shown in FIG. 3 differs from the support frame device 10.2 according to FIG. 2 in that a third support frame device 12.3 is arranged within the first support frame device 12.1, which is arranged essentially in the frame plane of the first support frame device 12.1 and has two stem units 20 and has a locking unit 22 which run essentially parallel to the support frame device 12.1.
  • the handle unit 20 and the locking unit 22 are shown in FIGS. 11 and 14. They have connection frame elements 32, which correspond the axial spacing of the rosettes 40 of the stem elements 14.1 are flanged to the stem unit 20 or 22.
  • the connecting frame elements 32 each have a wedge lock unit 50, by means of which the connection to the rosette 40 takes place when the frame is assembled.
  • the third support frame device 12.3 is thus also connected in a statically load-bearing manner to the first support frame device 12.1, so that a frame device with a high load-bearing capacity is achieved.
  • an essentially horizontally extending crossbar 64 is connected to the third support frame device 12.3, which is used to be able to connect parts of the space or the like that may be required inside the building.
  • a further cross bar 66 is connected above the support frame device 10.3 via vertical bars 68 which run parallel to the handle area and is used for the purposes of an openable tarpaulin.
  • a diagonal cross 82 consisting of steel cables with a turnbuckle for stabilizing the building is present on a rear wall running across the entire width.
  • a hall is formed by a total of 5 supporting frame devices 10.3.
  • the support frame device 10.3 are connected to one another via longitudinal rods 62 which are fastened to the respective connection points of the rosette 40 by means of wedge lock units 50.
  • two wind band diagonals 60 are arranged in the lower area in the left frame field.
  • a field with tension rope diagonals 61 adjoins this.
  • FIGS. 8 and 9 The connection of a diagonal 60 and of longitudinal rods 62 to the rosette 40 of the stem unit 14 is shown schematically in FIGS. 8 and 9. It is done via, for example the P 24 49 112.5 known wedge lock units with a foldable wedge 51. Further connection possibilities of components are indicated in Fig. 9 as an arrow P, for example.
  • a connecting frame element 34 between the first support frame device 12.1 and the third support frame device 12.3 is shown schematically, which simultaneously serves to cover the stem unit 20 and the locking unit 22 of the third support frame device 10.3.
  • the known wedge lock unit 50 is used to connect to the first support frame device 12.1. This is connected via a profile unit 59 to a base plate 58, to which two pipe coupling units 54 are attached, spaced apart from one another, by means of which the profile of the stem unit 20 or locking unit 22 can be clamped . 15, the eyebolt 55 with the collar nut is not shown.
  • connection frame element 30 which establishes the connection between the first support frame device 12.1 and the second support frame device 12.2.
  • the first support frame device 10.1 is connected in a known manner by means of a wedge lock unit 50.
  • a base plate 70 is provided via a profile unit 53, each of which has two elongated holes 72 running in the axial direction of the stem elements of the second support frame device 12.2.
  • the base plate 70 is connected to the piping rail profile of the stem elements 14.2 of the second support frame device 12.2 by means of sliding blocks 74.
  • a detail of the connection is shown in Fig. 17.
  • the slot nuts 74 are inserted through the elongated hole recesses 72 into the interior of the groove 76 of the welt rail profile, rotated through 90 ° and tightened by means of a nut 78, whereby the base plate 70 is clamped to the welt rail profile.
  • Fig. 17 it can also be seen that the keder rail profile the stem elements 14.2 of the second support frame device 12.2 have two part-circular recesses into which the welt strip of a tarpaulin can be introduced, so that overall a dense planning can be implemented without problems.
  • FIG. 20 schematically shows a connecting frame element 38 which has a wedge lock unit 50 with wedge 51 for connection to the rosette 40 of a stem element 14 in a connection area and a pipe coupling unit 54 which is rotatably connected in the opposite connection area, thus connecting pipes with a predeterminable inclination to the stem elements 14 can be.
  • FIGS. 6 and 7. The eaves area and the ridge area of the third support frame device 10.3 are shown schematically in FIGS. 6 and 7.
  • a connecting frame element 36 which is designed as a spacer element, is present essentially diagonally between the first supporting frame device 12.1 and the third supporting frame device 12.3, the profile bars (stem elements) of the supporting frame devices being connected by means of pipe coupling units 54, between the Pipe coupling units 54 a profile rod 56 is arranged.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Tents Or Canopies (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Emergency Lowering Means (AREA)
EP97109611A 1996-06-20 1997-06-13 Dispositif pour cadre porteur Withdrawn EP0814212A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19624633A DE19624633A1 (de) 1996-06-20 1996-06-20 Tragrahmenvorrichtung
DE19624633 1996-06-20

Publications (2)

Publication Number Publication Date
EP0814212A2 true EP0814212A2 (fr) 1997-12-29
EP0814212A3 EP0814212A3 (fr) 2000-08-16

Family

ID=7797490

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97109611A Withdrawn EP0814212A3 (fr) 1996-06-20 1997-06-13 Dispositif pour cadre porteur

Country Status (2)

Country Link
EP (1) EP0814212A3 (fr)
DE (1) DE19624633A1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT502625B1 (de) * 2005-05-30 2008-03-15 Wolf Modul Gmbh Rahmen für ein hallenförmiges gebäude
CN103741793A (zh) * 2014-01-14 2014-04-23 武汉一冶钢结构有限责任公司 空间管架预拼装循环倒装法
CN104612393A (zh) * 2015-01-29 2015-05-13 天津大学 一种侧插式脚手架节点
EP3155188A4 (fr) * 2014-06-12 2017-11-01 Hennejak Inc. Section d'échafaudage
CN115370123A (zh) * 2022-08-30 2022-11-22 青岛军英装备科技有限公司 钢管一体支架及生产工艺
WO2023117343A1 (fr) * 2021-12-22 2023-06-29 Peri Se Élément de réglage de longueur pour un composant d'échafaudage, composant d'échafaudage, échafaudage et utilisation d'un élément de réglage de longueur dans un échafaudage

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19802306B4 (de) * 1998-01-22 2014-07-03 Wilhelm Layher Verwaltungs-Gmbh Bekleidungsvorrichtung für Gerüste

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2449124C3 (de) * 1974-10-16 1980-01-03 Eberhard 7129 Gueglingen Layher Verbindungsvorrichtung für Gerüstelemente
JPS5539513A (en) * 1978-09-10 1980-03-19 Yoshihiro Yonahara Simply assembled structure
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IT1197845B (it) * 1986-08-05 1988-12-06 Riri Italia Spa Padiglione smontabile particolarmente per il ricovero temporaneo di persone
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DE4336016A1 (de) * 1993-10-22 1995-04-27 Langer Ruth Geb Layher Eckverbindungs-Ausbildung

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT502625B1 (de) * 2005-05-30 2008-03-15 Wolf Modul Gmbh Rahmen für ein hallenförmiges gebäude
CN103741793A (zh) * 2014-01-14 2014-04-23 武汉一冶钢结构有限责任公司 空间管架预拼装循环倒装法
CN103741793B (zh) * 2014-01-14 2015-09-16 武汉一冶钢结构有限责任公司 空间管架预拼装循环倒装法
EP3155188A4 (fr) * 2014-06-12 2017-11-01 Hennejak Inc. Section d'échafaudage
CN104612393A (zh) * 2015-01-29 2015-05-13 天津大学 一种侧插式脚手架节点
WO2023117343A1 (fr) * 2021-12-22 2023-06-29 Peri Se Élément de réglage de longueur pour un composant d'échafaudage, composant d'échafaudage, échafaudage et utilisation d'un élément de réglage de longueur dans un échafaudage
CN115370123A (zh) * 2022-08-30 2022-11-22 青岛军英装备科技有限公司 钢管一体支架及生产工艺

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EP0814212A3 (fr) 2000-08-16

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