EP1035271A1 - Schnell-Montage-Hallendach - Google Patents
Schnell-Montage-Hallendach Download PDFInfo
- Publication number
- EP1035271A1 EP1035271A1 EP99104906A EP99104906A EP1035271A1 EP 1035271 A1 EP1035271 A1 EP 1035271A1 EP 99104906 A EP99104906 A EP 99104906A EP 99104906 A EP99104906 A EP 99104906A EP 1035271 A1 EP1035271 A1 EP 1035271A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- unit
- truss
- binder
- roof according
- support
- 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
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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
- E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
-
- 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
- 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
- E04G21/28—Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence
-
- 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
Definitions
- the present invention relates to a quick-assembly hall roof with support devices on a substructure stored roof trusses with a truss level and one longitudinal direction of the tie and one on the tie connected roof skin.
- From DE 35 42 610 is a quick assembly hall roof known type.
- the roof truss top belts are designed as U-profiles that are open at the top and into which simply overlapping from above Cassette roof elements, which are made of trapezoidal sheet metal have, are used.
- Such a quick assembly hall roof allows quick assembly, but is the use of a crane is required for assembly and disassembly. Due to the frame-like design of the cassette roof elements needs a relatively high level of precision when building the binder is observed.
- roof devices with trusses and tarpaulins stretched in between, these tarpaulins along of the side edge have a piping, which in a corresponding Keder rail existing on the truss girder can be.
- a piping which in a corresponding Keder rail existing on the truss girder can be.
- Such an arrangement is for example from the German utility model DE 82 30 404 U1 known.
- European patent application EP 0 754 824 A1 discloses a roof arrangement with tarpaulin and a plurality of the tarpaulin lattice girders between them, these Lattice girders have a central belt on both sides several keder grooves arranged one above the other for insertion the tarpaulin has tarpaulin.
- the present invention the task or that technical problem, a quick-assembly hall roof of the type mentioned at the beginning, indicating a quick Allows assembly and disassembly, in particular without the use of heavy lifting equipment, in which Inclination differences and other structural differences in certain orders of magnitude can be easily compensated can and a high precision in the construction not is required by two, a maximum of three assembly personnel is mountable.
- the quick-assembly hall roof draws accordingly from the fact that the support device so is formed that at least during the assembly of a Binder's three degrees of freedom of rotation (D1, D2, D3) are possible are, in particular that the support device following Bearing units comprises: a first bearing unit, the is directly connected to the roof truss and which during assembly a rotation of the roof truss around a first axis allowed that is parallel to the longitudinal direction of the truss is arranged, a second support unit on which the first bearing unit is mounted such that the second Support unit is rotatable about a second axis of rotation, the perpendicular to the truss plane, and a third Support unit on which the second support unit is mounted such that the third support unit around an axis of rotation is rotatable, which is parallel, in particular in the truss plane, and perpendicular to the second axis of rotation is arranged, and that directly on the substructure or stored indirectly.
- the support device following Bearing units comprises: a first
- a particularly preferred embodiment that is quick and easy assembly on site enables and compact Support equipment is characterized in that the third axis of rotation intersects the second axis of rotation, wherein a particularly preferred embodiment that another Compacting favors, characterized in that the third axis of rotation intersects the first axis of rotation.
- a particularly preferred embodiment is distinguished characterized by the fact that the trusses have two truss areas, in particular truss halves, which are in the truss plane inclined to each other, so that a common Saddle roof construction can be achieved.
- Binder areas easily by means of those essential to the invention Support facilities are implemented to Example the shape of a pent roof.
- a particularly economical and quick one manual assembly particularly suitable embodiment at that of the roof truss as a truss with an upper chord, Bottom flange, diagonals and post is drawn is characterized in that the lower flange as a round tube profile is formed and by the first support unit at least one, especially two, in the direction of the first Axis of rotation spaced on the second support unit arranged pipe coupling unit / s is formed, the includes the lower chord of the tie.
- the trusses assembled on the floor from individual truss parts. Then each truss is placed at the height of the top Work surface of the substructure pulled and then are two, with spans up to 15 m (meters) possibly three, fitters required to insert the roof truss into its final position to assemble. The truss is placed in one position spent in which the truss level is horizontal. Perhaps the truss is in the center area via a mobile mobile scaffold supported.
- the lower girder belt in the Area of the support device in the first Support unit which is designed as a pipe coupling unit may be inserted, but the connection is not firm is tightened so that it can be rotated around the Lower chord axis is guaranteed.
- the support device can be divided into three due to their three degrees of freedom Rotary axes in the corresponding connection position for the Twist the pipe coupling unit.
- fitters align the truss in its vertical Carrying position, usually two fitters sufficient in the area of the two support devices are positioned, and with larger spans below Another fitter may be supporting in the middle stands on a mobile scaffold or from another position holds the ridge of the truss via a rope construction or lifts and thus the pivoting movement of the truss supported.
- the on the one hand quick assembly and static at the same time brings clearly defined conditions, stands out characterized in that the second connection unit as a seesaw unit is trained, the screw or Bolt connection rotatable as the second axis of rotation on the third Connection unit is stored.
- the third support unit as U-profile shoe open at the top, the second axis of rotation than in the flanges of the U-profile shoe mounted screw or bolt is formed.
- the implementation of the third axis of rotation succeeds constructively particularly simple manner in that the web of the U-profile shoe via a screw or bolt connection the substructure is connected.
- a particularly preferred training that is extremely quick assembly with permanently reliable load capacity guaranteed and where the roof truss as a truss is trained and the truss by means of lateral supports are characterized by this from that the means for lateral support of the roof truss in their end area for connection to the trusses Snap unit with a claw with a snap opening and a spring-loaded pawl for detachable connection to the Binder or its components have.
- the means for lateral support can be used as a simple rod be formed or according to a particularly preferred Be designed as a truss, where at least on the lower chord and / or upper chord on both sides A snap unit is present around the end area connect lateral support to the truss.
- a such locking claw is from the area of mobile scaffolding known and described in particular in EP 0 348 885 B1.
- a not insignificant inventive idea is such known claws on mobile scaffolding on medium for the lateral support of trusses in Assembly roofs as connections for lateral means Supporting binders to transfer, so far not achieved assembly speeds are made possible.
- a particularly easy connection as a truss trained means for lateral support stands out characterized in that on the posts of the trusses spaced from Top flange projection units for connecting the Snap-in units or hook-in units of the Means for lateral support are connected.
- a particularly preferred embodiment is distinguished characterized in that the distance of the projection units to Upper chord is so large that two snap-in units be connected one above the other to the post of the truss can. This makes it easy to connect diagonal bars with snap claws possible, creating a unintentional vertical displacement of the snap claws in Longitudinal direction of the post over the protrusion units can be reliably prevented. Overall, despite the extremely simple connection of the means for side supports a very compact Form connection nodes.
- a particularly light hall roof can be obtained by using A keder tarpaulin is inserted between the roof skin is, the piping in corresponding existing on belts Keder openings is drawn.
- Such keder tarpaulins as such are known.
- Binders direct further connection options for Be made available to the keder tarp in the area of Wall to continue or connect one of those Wall area to allow coming keder tarpaulin.
- Keder tarpaulin guide in that in the area of the Keder rail profile ending at the level of the lower flange the piping profile coming from the substructure ends, so that the keder tarpaulin goes directly from the truss area into the Wall area or vice versa can be performed.
- Another alternative design of the keder tarpaulin guide is characterized in that in the end area of the Keder rail profile of the truss one across the truss plane arranged first, running to the neighboring truss Rod deflection unit is connected in the inner end area of the binder arranged transversely to the binder plane and to second rod deflection unit running adjacent to the truss is connected, the wall area of the substructure also has a piping rail profile that in the same Axis arranged like the keder rail profile of the truss is that in the piping rail profiles of the wall area Keder tarpaulin extending further up into the area between two ties around the second rod deflection unit around and down again, which is from Binder area in the keder rail profiles of the binder Guided keder tarpaulin around the first rod deflection unit around the bottom up around the second rod deflection unit is led down around the top and on the second Rod deflection unit Clamping units for clamping the
- the first rod deflection unit can, for example spaced upwards to the lower chord or approximately be arranged at its level.
- the keder tarpaulin ensure a preferred embodiment characterized in that the first and / or second rod deflection unit compared to a smooth rod surface Surface with increased roughness, one preferred further training, particularly with regard to quick and reliable assembly distinguishes that the second rod deflection unit as Tube profile unit is formed and the clamping unit one elastically expandable corresponding pitch circle cross section has to be clipped onto the second rod deflection unit in areas with piping around
- the means for lateral support of the Binder used as rod deflection units The means for lateral support of the Binder used as rod deflection units.
- the upper flange carrying the keder rail profile can do this have a hollow square inner contour, so that the corresponding pipe connectors also as rectangular or Square profile is formed.
- a quick-assembly hall roof 10 is in one in Fig. 1 Perspective overview shown, for reasons of clarity only in Fig. 1 only in the upper right area the roof skin has been shown.
- This substructure 12 On which the Quick-assembly hall roof 10 is stored.
- This substructure 12 consists of one as such for a long time well-known standard scaffolding with cross frame, with vertical supports, Diagonal bars, longitudinal bars and covering elements.
- the substructure 12 is stable on its own.
- the substructure 12 is overall in a plan view seen all-round rectangular.
- the substructure 12 can also only be present on both long sides his.
- the cross frame with the vertical handles are in one given axis dimension X exists, in which axis dimension X too the roof trusses designed as truss gable roof trusses 50 of the roof are arranged.
- the roof trusses 50 are in their end region stored on support devices 20 which their bearing force on the vertical supports of the substructure Submit 12.
- the bearing device 20 is in Fig. 1 with detail A. designated and shown in Figures 2a, 3 and 4 in more detail.
- the truss roof trusses 50 are made of individual Truss truss units according to detail B, C, D, E composed what detail points in the pictures 6, 7, 8, 9 are shown in more detail.
- the individual roof trusses 50 are by means 70, 72 for lateral supports according to details F and G supported laterally, which detail points F and G in the Figures 10 and 11 are shown in more detail.
- Fig. 1 there is a detail K, namely the Binder end area, framed by dashed lines, that in Fig. 12, 13, 14 is shown in more detail.
- the support device shown in Figures 2a, 3 and 4 20 has a first support unit 22.1, a second support unit 22.2 and a third support unit 22.3, the third support unit 22.3 on a Support bracket 30 is mounted.
- the Support device 20 three degrees of freedom with respect to one Rotate the tie to be connected according to the arrows D1 (axis of rotation 24.1), D2 (axis of rotation 24.2) and D3 (axis of rotation 24.3).
- the first support unit 22.1 is in the direction of two Pipe coupling units arranged at a distance from the axis of rotation 24.1 23 formed, which are suitable for the lower chord 52 (see Fig. 6 to 9), which is designed as a tubular hollow profile is to record.
- the axis corresponds to the axis of rotation 24.1 thus the axis of the assembled lower flange 52 of the Truss 50.
- the pipe couplings 23 are on the second support unit 22.2 mounted, which is designed as a seesaw unit 25.
- the seesaw 25 via a bolt connection 27 to the flanges of the third Support unit 22.3 rotatably connected, the third Support unit 22.3 as a U-profile shoe 28 that is open at the top is trained.
- the third degree of freedom namely the rotation around the Axis of rotation 24.3 according to arrow D3 is possible in that the web of the U-profile shoe 28 over a single one Screw connection with a support rod unit 36 of the Support bracket 30 is connected.
- FIG. 2a shows the alignment of the three support units 22.1, 22.2, 22.3 in the final assembly state of the binder 50 according to the representation in Fig. 1.
- the support rod unit 36 is in an angle 38 inclined to the horizontal, the Inclination of the inclination of the lower flange 52 of the fully assembled Truss 50 corresponds.
- the distance of the vertical Support rod unit 39 corresponds to 12 trained system framework.
- the support rod unit is designed as a telescopic rod, so that the vertical support rod units to different widths Scaffolding can be put.
- FIG. 2b shows a further embodiment variant of a Support device 20.1 on a support bracket 30.1 is stored.
- the same components carry the same Reference numerals and are not explained again.
- the significant difference to the support device described above 20 is that on the one hand the Support bar unit 36 substantially parallel, i.e. horizontal is arranged to the substructure 12 and at the same time the Flanges of the U-profile shoe 28 (third support unit 22.3) enlarged compared to the embodiment of FIG. 2a are formed so that a relatively large rotation range D2 the second axis of rotation 24.2 for the seesaw beam 25 for Can be made available.
- Fig. 5a shows the possibility of training the Truss truss 50 as a gable roof truss with the support on the support devices described above 20 through the degrees of freedom of rotation described above Support devices 20 can also be different Height levels of the substructure 12 in the right and left Support area can be balanced easily.
- 5b shows the use of a truss 59 in Frame of a pent roof, being scheduled between the left and right substructure 12 a height difference is available.
- Fig. 6 there is the truss 50 from truss units 50.1, 50.2, 50.3, 50.4, the are shown in Figures 6 to 9, the individual Truss truss units are designed to be pluggable.
- the truss unit 50.1, which in the end of the Binder is used is shown in Fig. 6.
- the Binder unit 50.1 has an upper flange 54 and one lower flange 52 running parallel thereto. In the left The top section is convex and runs downward then straight to the lower flange 52 available.
- the upper flange 54 is in the form of a welt rail profile 53 formed on both sides of a keder opening 55 for Pulling in a welt of a keder tarpaulin. Internally the keder rail profile 53 has a square recess 82 on.
- the lower flange 52 is, as already mentioned, as a tubular profile educated.
- Posts 56 and rising and falling diagonals 58 are alternating Posts 56 and rising and falling diagonals 58 arranged. Both the posts 56 and the diagonals 58 are designed as tubular profiles. You can also use it as a Be square or rectangular tube profiles.
- Fig. 7 shows a truss unit 50.2, which in Normal field of the binder 50 is used and a Truss field with a post 56 and one each has rising and falling diagonals 58. Same Components have the same reference number and are not explained again.
- the truss unit 50.3 according to FIG. 8 differs differs from the truss unit 50.2 according to FIG. 7 by the fact that here two truss field units in a row are arranged.
- a truss unit 50.4 shown in the ridge point of the saddle roof is used, i.e. the connection to the right and left-hand inclined truss units 50.1, 50.2 or 50.3 allowed and the upper flange 54 on the lower flange 52 in Saddle point is curved.
- the upper pipe connector 46 is a square hollow profile and the lower pipe connector 48 as a round tubular hollow profile educated.
- the outer contour dimensions of the pipe connector 46, 48 are made slightly smaller than that Inner contour dimensions of the upper and lower chord 54, 52.
- the protrusion length L1 of the lower pipe connector 48 is opposite to the protrusion length L2 of the upper pipe connector 46 formed smaller, which is the assembly when Assembly of the truss units made easier.
- the difference the lengths L1 and L2 is U in Figures 7, 8 and 9 designated.
- the truss unit 50.4 points to both of them Corresponding pipe connectors 46, 48 on the connection sides.
- Figures 10 and 11 show means for lateral support of the binder 50.
- a truss 72 be used, which consists of an upper flange 74 and a spaced parallel to the lower flange 76 consists of both belts as tubular profile units are formed and arranged at a distance A, the Distance of the projection units 40 to the lower flange 52 of the Binder 50 corresponds.
- FIG. 11 Another embodiment of a lateral support is shown in Fig. 11. There will be an easy one Pipe profile rod 70 used, at its two end regions each described snap claw 60 is arranged. The As such, latch claw 60 is from the mobile scaffolding area known and described in EP 0 348 885 B1.
- the distance A is like this dimensioned that between the projection units 40 and the Upper chord 54 has enough space to accommodate two snap claws 60 to be connected horizontally one above the other.
- the length of the projection unit 40 is dimensioned such that a Hook-in unit 62 can be easily hooked in and on the outside an additional securing element 67 against Slipping of the hanging unit 62 is present.
- the substructure 12 is made up from a well-known system framework, created manually. Then on the floor, the truss 50 from the truss units 50.1, 50.2, 50.3, 50.4 - depending on the span - composed.
- the support devices 20 are on the vertical supports of the substructure 12 are mounted.
- roof truss 50 On prefabricated roof truss 50 is on the upper Level of the substructure 12 raised and there in such a way filed that the truss plane is essentially horizontal is arranged, the end regions of the binder 50 in arranged in the immediate vicinity of the support devices 20 are and if necessary - depending on the span and roof pitch - In the middle of the flat arranged binder 50 a mobile Mobile scaffolding as a temporary support structure is arranged. Because of the three degrees of freedom of rotation each Support device 20 can be aligned so that the lower flange 52 of the tie 50 can be easily inserted into the Pipe coupling units 23 of the first support unit 22.1 can be inserted and temporarily closed, see above that rotation of the lower flange 52 of the tie 50 in the Pipe coupling units 23 is possible.
- this is Quick-assembly hall roof 10 in the illustrated Embodiment designed as a so-called keder roof, i.e. that between the top chords 54 of the trusses 50 each a keder tarpaulin 42 with corresponding edge piping in the Openings 55 of the welt rail profile 53 is drawn in the inside of the object surrounded by the construction secure against weather influences.
- a first embodiment of guiding the keder tarpaulin 42 or that on the wall construction of the substructure 12 arranged keder tarpaulin 44 is in the figures 12 to 14 shown schematically.
- Keder tarpaulin 44 which is in the wall area between the keder rail profiles 57 is led upwards, is further upwards led into the end area between the roof trusses 50, which has a second one in its interior, from the lower flange 52 of the tie 50 upwardly spaced second rod deflection unit 34 which are perpendicular to the plane of the truss Binder plane runs and around the tarpaulin 44 on the top is led around.
- the clamping device 80 is according to the exemplary embodiment 13 as a device with part-circular, itself elastic widening cross section corresponding to the Pipe diameter of the second rod deflection unit 34 can be plugged on trained and can be attached manually or be subtracted again.
- the second rod deflection unit 34 forms the upper flange of the Truss rod 72 trained means for lateral Support the roof truss.
- FIG. 1 Another alternative embodiment of the course of the Keder tarpaulin, which is integrally formed from the roof to the wall is shown in FIG.
- the keder tarpaulin 42 is nevertheless deflected via the first rod deflection unit 32, however, the second rod deflection unit 34 is essentially arranged at the level of the lower flange 52 of the tie 50.
- the tarpaulin 42 is around the top of the second rod deflection unit 34 deflected towards the welt rail profile unit 57 of the wall construction and threaded into it and further led down.
- This embodiment relates on a one-piece design of the keder tarpaulin 42 in Binder area and the keder tarpaulin 44 in the wall area.
- the first Rod deflection unit 32 and the second rod deflection unit 34 Part of the means for lateral support of the Roof truss 50, making these components a Fulfill a double function, namely a support effect the roof straps and on the other hand deflecting the Keder tarpaulin.
- Fig. 16 is another embodiment the keder tarpaulin guide of a tie 50 with connection to an underlying wall structure of a substructure 12 shown. It is the case that at the Substructure 12 arranged a keder rail profile 57 which is practically in the end region of the welt rail profile 53 of the upper flange 54, which in the end area up to the lower flange 52 is connected directly, creating a direct Passing the keder tarpaulin from the top chord to the keder rail profile 57 of the wall construction is possible.
- FIG. 1 Another embodiment variant, not shown, of a Support device according to the invention is characterized by this from that this is just a degree of freedom of rotation enables, namely provides an axis of rotation that parallel or directly in the axis of the lower chord of the Truss is arranged.
- This is special advantageous and easy to implement for Roof truss structures that consist of a straight Roof trusses consist of an equally high height Substructure is stored.
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Tents Or Canopies (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
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Abstract
Description
- Fig. 1
- schematische Perspektivdarstellung eines Schnell-Montage-Hallendachs mit auf Auflagereinrichtungen gelagerten Satteldachbindern, die mit Mitteln zum seitlichen Abstützen abgestützt werden, an die als Dachhaut eine Kederplane angeschlossen ist, wobei die Unterkonstruktion, auf der die Auflagereinrichtungen gelagert sind, als Systemgerüstkonstruktion ausgebildet ist,
- Fig. 2a,b
- schematische Seitenansichten zweier Ausführungsformen einer Auflagereinrichtung,
- Fig. 3a,b
- schematischer Schnitt durch die Auflagereinrichtung gemäß Fig. 2a beziehungsweise 2b entlang der Schnittführung I - I beziehungsweise II - II,
- Fig. 4
- schematische Perspektivdarstellung des Anschlusses des Untergurtes des Binders an die Auflagereinrichtung gemäß Fig. 2a und 3 unter schematischer Darstellung der drei Drehachsen-Freiheitsgrade,
- Fig. 5a
- schematische Seitenansicht eines auf den Auflagereinrichtungen gemäß Fig. 2a und 3 gelagerten Dachbinders, ausgebildet als geknickter Satteldachbinder,
- Fig. 5b
- schematische Seitenansicht eines auf den Auflagereinrichtungen gemäß Fig. 2a und 3 gelagerten Dachbinders, ausgebildet als gerader Pultdachbinder,
- Fig. 6
- schematische Seitenansicht einer Fachwerkbindereinheit im Auflagerbereich,
- Fig. 7
- schematische Seitenansicht einer Fachwerkbindereinheit im geraden Feldbereich mit einem Fachwerkfeld aus steigenden und fallenden Diagonalen,
- Fig. 8
- schematische Seitenansicht einer Fachwerkbindereinheit im Feldbereich mit zwei Fachwerkfeldern mit steigenden und fallenden Diagonalen,
- Fig. 9
- schematische Seitenansicht einer Fachwerkbindereinheit im Sattelpunkt des Fachwerkbinders,
- Fig. 10
- schematische Seitenansicht eines Fachwerkstabes als Mittel zum seitlichen Abstützen der Binder mit im Endbereich vorhandenen Einrasteinheiten,
- Fig. 11
- schematische Seitenansicht eines Profilstabs als Mittel zum seitlichen Abstützen der Fachwerkbinder mit im Endbereich vorhandenen Einrasteinheiten,
- Fig. 12
- schematische Detailperspektivdarstellung des Montage-Hallendachs gemäß Fig. 1 im Auflagerbereich mit einer ersten Ausführungsform der Führung der Kederplanen,
- Fig. 13
- schematische Detailperspektive des Details H gemäß Fig. 12,
- Fig. 14
- schematischer Schnitt durch den Dachendbereich der Kederplanenführung der Dachhaut gemäß Fig. 12,
- Fig. 15
- schematischer Schnitt der Kederplanenführung im Binderendbereich gemäß einer alternativen Ausführungsform,
- Fig. 16
- schematische Seitenansicht einer direkt vom Fachwerkbinder übergehenden Kederplane in den Wandbereich und
- Fig. 17a,b
- Ansicht der Kederplanen gemäß Fig. 16 im Stoßbereich.
Claims (25)
- Schnell-Montage-Hallendach (10) mit über Auflagereinrichtungen (20) auf einer Unterkonstruktion (12) gelagerten Dachbindern (50) mit einer Binderebene und einer Binderlängsrichtung und einer an die Binder (50) angeschlossenen Dachhaut (42),
dadurch gekennzeichnet, dass die Auflagereinrichtung (20) so ausgebildet ist, dass zumindest während der Montage eines Binders drei Rotationsfreiheitsgrade (D1, D2, D3) möglich sind, insbesondere dassdie Auflagereinrichtung (20) folgende Auflagereinheiten aufweist:eine erste Auflagereinheit (22.1), die direkt an den Dachbinder (50) angeschlossen ist und die während der Montage eine Drehung des Dachbinders (50) um eine erste Achse (24.1) erlaubt, die parallel zur Längsrichtung des Binders (50) angeordnet ist,eine zweite Auflagereinheit (22.2), auf der die erste Auflagereinheit (22.1) gelagert ist, derart, dass die zweite Auflagereinheit (22.2) um eine zweite Drehachse (24.2) drehbar ist, die senkrecht zur Binderebene verläuft, undeine dritte Auflagereinheit (22.3), auf der die zweite Auflagereinheit (22.2) gelagert ist, derart, dass die dritte Auflagereinheit (22.3) um eine Drehachse (24.3) drehbar ist, die parallel, insbesondere in der Binderebene, und senkrecht zur zweiten Drehachse (24.2) angeordnet ist, und die auf der Unterkonstruktion (12) direkt oder indirekt gelagert ist. - Hallendach nach Anspruch 1,
dadurch gekennzeichnet, dassdie dritte Drehachse (24.3) die zweite Drehachse (24.2) schneidet. - Hallendach nach Anspruch 1 und/oder 2,
dadurch gekennzeichnet, dassdie dritte Drehachse (24.3) die erste Drehachse (24.1) schneidet. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie erste Drehachse (24.1) in der Binderebene angeordnet ist. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie Längsrichtung des Dachbinders (50) zumindest in einem Binderbereich, insbesondere Binderhälfte, geneigt zur Horizontalen ausgebildet ist. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche mit einem als Fachwerkbinder mit Obergurt (54), Untergurt (52), Diagonalen (58) und Pfosten (56) ausgebildeten Dachbinder (50),
dadurch gekennzeichnet, dassder Untergurt (52) als Rundrohrprofil ausgebildet ist und die erste Auflagereinheit (22.1) durch zumindest eine, insbesondere zwei, in Richtung der ersten Drehachse (24.1) beabstandet auf der zweiten Auflagereinheit (22.2) angeordneten Rohrkupplungseinheit/en (23) ausgebildet ist, die den Untergurt (52) des Binders (50) umfasst/umfassen. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie zweite Auflagereinheit (22.2) als Wippbalkeneinheit (25) ausgebildet ist, die über eine Schraub- oder Bolzenverbindung (27) als zweite Drehachse (24.2) drehbar an der dritten Auflagereinheit (22.3) gelagert ist. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie dritte Auflagereinheit (22.3) als nach oben offener U-Profilschuh (28) ausgebildet ist, wobei die zweite Drehachse (24.2) als in den Flanschen des U-Profilschuhs (28) gelagerte Schraube oder Bolzen ausgebildet ist. - Hallendach nach Anspruch 8,
dadurch gekennzeichnet, dassder Steg des U-Profilschuhs (28) über eine Schraub- oder Bolzenverbindung (29) an der Unterkonstruktion direkt oder indirekt angeschlossen ist, wobei diese Schraub- oder Bolzenverbindung (29) die dritte Drehachse (24.3) bildet. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche,
dadurch gekennzeichnet, dassdie dritte Auflagereinheit (22.3) auf einem auf der Unterkonstruktion (12) angeordneten Lagerbock (30, 30.1) drehbar gelagert ist. - Hallendach nach Anspruch 10,
dadurch gekennzeichnet, dassder Lagerbock (30) eine Tragstabeinheit (36) aufweist, deren Längsachse geneigt zur Horizontalen ausgebildet ist. - Hallendach nach Anspruch 11,
dadurch gekennzeichnet, dass
die Tragstabeinheit als teleskopierbarer Stab ausgebildet ist. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche oder nach dem Oberbegriff von Anspruch 1, wobei die Dachbinder (50) als Fachwerkbinder mit Obergurt (54), Untergurt (52), Diagonalen (58) und Pfosten (56) ausgebildet sind und als Stabeinheiten ausgebildete Mittel (70; 72) zum seitlichen Abstützen der Binder (50) vorhanden sind,
dadurch gekennzeichnet, dassdie Mittel (70; 72) zum seitlichen Abstützen der Dachbinder (50) in ihrem Endbereich zum Anschluss an die Binder (50) eine Einrasteinheit (60) mit einer Klaue (68) mit einer Einrastöffnung (64) und einer gefederten Sperrklinke (66) zum lösbaren Anschluss an den Binder (50) beziehungsweise dessen Bauteile aufweisen. - Hallendach nach Anspruch 13,
dadurch gekennzeichnet, dassdie Mittel (72) zum seitlichen Abstützen der Binder (50) als Fachwerkstab ausgebildet sind und zumindest an dessen Untergurt (76) und/oder Obergurt (74) im beidseitigen Endbereich jeweils eine Einrasteinheit (60) vorhanden ist oder falls nur eine Einrasteinheit (60) an einem Gurt vorhanden ist, an dem entsprechenden Oberbeziehungsweise Untergurt (74, 76) eine Einhängeeinheit (62) vorhanden ist. - Hallendach nach Anspruch 13 und/oder 14,
dadurch gekennzeichnet, dassan den Pfosten (56) der Binder (50) beabstandet zum Obergurt (54) Vorsprungeinheiten (40) zum Anschluss der Einrasteinheiten (60) beziehungsweise Einhängeeinheiten (62) der Mittel (70; 72) zum seitlichen Abstützen angeschlossen sind. - Hallendach nach Anspruch 15,
dadurch gekennzeichnet, dass
der Abstand der Vorsprungeinheiten (40) zum Obergurt (54) so groß ist, dass zwei Einrasteinheiten (60) übereinander an den Pfosten (56) des Binders (50) angeschlossen werden können. - Hallendach nach einem oder mehreren der vorstehenden Ansprüche oder nach dem Oberbegriff von Anspruch 1, wobei der Binder als Fachbinder und der Obergurt (54) als Kederschienenprofil (53) mit beidseitig vorhandenen Kederöffnungen (55) zum Einführen eines Keders einer Kederplane (42) ausgebildet ist,
dadurch gekennzeichnet, dassim Endbereich des Binders (50) das Kederschienenprofil (53) vom Obergurt (54), insbesondere teilweise konvex gekrümmt, bis zum Untergurt (52) des Binders (50) geführt ist. - Hallendach nach Anspruch 17,
dadurch gekennzeichnet, dassim Bereich des auf dem Niveau des Untergurts (52) endenden Kederschienenprofils (53) ein von der Unterkonstruktion (12) kommendes Kederschienenprofil (57) endet, so dass die Kederplane (42, 44) direkt vom Binderbereich in den Wandbereich oder umgekehrt geführt werden kann. - Hallendach nach Anspruch 18,
dadurch gekennzeichnet, dass
die Kederplane im oberen Wandbereich gestoßen ist mit einer von oben kommenden Kederplane (42) mit einem überhängenden Lappen (43) und einer von unten kommenden Kederplane (44), wobei im Überlappungsbereich Verschlusseinheiten insbesondere Klettverschlusseinheiten (45) angeordnet sind. - Hallendach nach Anspruch 17,
dadurch gekennzeichnet, dassim Endbereich des Kederschienenprofils (53) des Binders (50) eine quer zur Binderebene angeordnete, zum benachbarten Binder verlaufende erste Stabumlenkeinheit (32) angeschlossen ist,im inneren Endbereich des Binders (50) eine quer zur Binderebene angeordnete und zum benachbarten Binder verlaufende zweite Stabumlenkeinheit (34) angeschlossen ist,der Wandbereich der Unterkonstruktion (12) ebenfalls ein Kederschienenprofil (57) aufweist, das in demselben Achsmaß (X) wie das Kederschienenprofil (53) des Binders (50) angeordnet ist,die in den Kederschienenprofilen (57) des Wandbereiches ankommende Kederplane (44) weiter nach oben in den Bereich zwischen zwei Binder (50) um die zweite Stabumlenkeinheit (34) oberseits herum und wieder nach unten geführt ist,die im Binderbereich in den Kederschienenprofilen (53) des Binders (50) geführte Kederplane (42) um die erste Stabumlenkeinheit (32) unterseitig herum, um die zweite Stabumlenkeinheit (34) oberseitig herum und anschließend nach unten geführt ist undan der zweiten Stabumlenkeinheit (34) Klemmeinheiten (80) zum klemmenden Fixieren der Kederplanen (42, 44) vorhanden sind. - Hallendach nach Anspruch 20,
dadurch gekennzeichnet, dassdie zweite Stabumlenkeinheit (34) nach oben beabstandet zum Untergurt (52) oder auf der Höhe des Untergurtes (52) angeordnet ist. - Hallendach nach Anspruch 20 und/oder 21,
dadurch gekennzeichnet, dassdie erste und zweite Stabumlenkeinheit (32, 34) gleichzeitig als Mittel zum seitlichen Abstützen des Binders (50) ausgebildet sind. - Hallendach nach einem oder mehreren der Ansprüche 20 bis 22,
dadurch gekennzeichnet, dassdie erste und/oder zweite Stabumlenkeinheit (32, 34) gegenüber einer glatten Staboberfläche eine Oberfläche mit erhöhter Rauhigkeit aufweist. - Hallendach nach einem oder mehreren der Ansprüche 20 bis 23,
dadurch gekennzeichnet, dassdie zweite Stabumlenkeinheit (34) als Rohrprofileinheit ausgebildet ist und die Klemmeinheit (80) einen elastisch aufweitbaren entsprechenden Teilkreisquerschnitt besitzt zum klemmenden Aufstecken auf die zweite Stabumlenkeinheit (34) bei herumgeführten Kederplanen (42, 44). - Hallendach nach einem oder mehreren der vorstehenden Ansprüche oder nach dem Oberbegriff von Anspruch 13, wobei die Fachwerkbinder aus einzelnen Fachwerkbindereinheiten (50.1 bis 50.4) bestehen und die Verbindung benachbarter Einheiten über im Obergurt (54) beziehungsweise Untergurt (52) angeschlossene Rohrverbinder (46, 48) erfolgt, auf die jeweils der Obergurt (54) beziehungsweise Untergurt (52) der benachbarten Einheit aufgesteckt und angeschlossen wird,
dadurch gekennzeichnet, dassdie auskragende Länge (L2) des Rohrverbinders (48) für den Untergurt (52) größer ist als die auskragende Länge (L1) des Rohrverbinders (46) für den Obergurt (54) oder umgekehrt.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
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ES99104906T ES2246548T3 (es) | 1999-03-12 | 1999-03-12 | Tejado de nave de montaje rapido. |
EP99104906A EP1035271B1 (de) | 1999-03-12 | 1999-03-12 | Schnell-Montage-Hallendach |
DE59912391T DE59912391D1 (de) | 1999-03-12 | 1999-03-12 | Schnell-Montage-Hallendach |
AT99104906T ATE301751T1 (de) | 1999-03-12 | 1999-03-12 | Schnell-montage-hallendach |
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EP99104906A EP1035271B1 (de) | 1999-03-12 | 1999-03-12 | Schnell-Montage-Hallendach |
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EP1035271A1 true EP1035271A1 (de) | 2000-09-13 |
EP1035271B1 EP1035271B1 (de) | 2005-08-10 |
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EP99104906A Expired - Lifetime EP1035271B1 (de) | 1999-03-12 | 1999-03-12 | Schnell-Montage-Hallendach |
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EP (1) | EP1035271B1 (de) |
AT (1) | ATE301751T1 (de) |
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ES (1) | ES2246548T3 (de) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
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FR2861414A1 (fr) * | 2003-10-22 | 2005-04-29 | Claude Souron | Dispositif reutilisable de protection des surfaces non maconnees lors du ravalement des surfaces maconnees d'une construction |
DE102013206583A1 (de) * | 2013-04-12 | 2014-10-16 | Peri Gmbh | Fachwerkträger für ein wetterschutzdach sowie wetterschutzdach mit mehreren fachwerkträgern |
DE202014106083U1 (de) | 2014-12-16 | 2015-01-14 | B+P Gerüstbau Gmbh | Schnell-Montage-Wetterschutzdach |
DE102016102199A1 (de) * | 2016-02-09 | 2017-08-10 | Rux Gmbh | Vorrichtung zur Erstellung eines Wetterschutzdaches |
WO2017174066A1 (de) * | 2016-04-08 | 2017-10-12 | Wilhelm Layher Verwaltungs-Gmbh | Modularer fachwerkträger |
WO2017174052A3 (de) * | 2016-04-08 | 2017-12-14 | Wilhelm Layher Verwaltungs-Gmbh | Biegesteife eckkonstruktion für die tragstruktur einer kederdachhalle |
CN108978876A (zh) * | 2018-09-17 | 2018-12-11 | 中建集成房屋有限公司 | 一种拆装式模架结构房屋及其安装方法 |
CN110424750A (zh) * | 2019-08-06 | 2019-11-08 | 多维绿建科技(天津)有限公司 | 一种液压桁架扣件组装机 |
CN115126090A (zh) * | 2022-07-27 | 2022-09-30 | 山西潇河建筑产业有限公司 | 一种大跨度多截面组合式桁架屋面结构体系及其施工方法 |
US20230258009A1 (en) * | 2022-02-14 | 2023-08-17 | Kyle Marsh | Temporary building enclosure |
WO2024125693A1 (de) | 2022-12-14 | 2024-06-20 | Wilhelm Layher Verwaltungs-Gmbh | Gerüst, insbesondere fahrgerüst |
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Publication number | Priority date | Publication date | Assignee | Title |
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DE102016109234B4 (de) * | 2016-05-19 | 2017-12-21 | Florian Wackerbauer | Adapterstück mit verschiebbaren Kupplungselementen und Überdachungssystem |
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Publication number | Priority date | Publication date | Assignee | Title |
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FR2861414A1 (fr) * | 2003-10-22 | 2005-04-29 | Claude Souron | Dispositif reutilisable de protection des surfaces non maconnees lors du ravalement des surfaces maconnees d'une construction |
DE102013206583A1 (de) * | 2013-04-12 | 2014-10-16 | Peri Gmbh | Fachwerkträger für ein wetterschutzdach sowie wetterschutzdach mit mehreren fachwerkträgern |
WO2014167015A1 (de) * | 2013-04-12 | 2014-10-16 | Peri Gmbh | Fachwerkträger für ein wetterschutzdach sowie wetterschutzdach mit mehreren fachwerkträgern |
CN105189889A (zh) * | 2013-04-12 | 2015-12-23 | Peri有限公司 | 用于气象防护屋顶的桁架梁以及具有若干桁架梁的气象防护屋顶 |
RU2618814C1 (ru) * | 2013-04-12 | 2017-05-11 | Пери Гмбх | Решетчатая ферма для защитной от непогоды крыши, а также защитная от непогоды крыша с несколькими решетчатыми фермами |
DE202014106083U1 (de) | 2014-12-16 | 2015-01-14 | B+P Gerüstbau Gmbh | Schnell-Montage-Wetterschutzdach |
DE102016102199A1 (de) * | 2016-02-09 | 2017-08-10 | Rux Gmbh | Vorrichtung zur Erstellung eines Wetterschutzdaches |
DE102016102199B4 (de) | 2016-02-09 | 2021-09-23 | Rux Gmbh | Vorrichtung zur Erstellung eines Wetterschutzdaches |
WO2017174052A3 (de) * | 2016-04-08 | 2017-12-14 | Wilhelm Layher Verwaltungs-Gmbh | Biegesteife eckkonstruktion für die tragstruktur einer kederdachhalle |
WO2017174066A1 (de) * | 2016-04-08 | 2017-10-12 | Wilhelm Layher Verwaltungs-Gmbh | Modularer fachwerkträger |
CN108978876A (zh) * | 2018-09-17 | 2018-12-11 | 中建集成房屋有限公司 | 一种拆装式模架结构房屋及其安装方法 |
CN108978876B (zh) * | 2018-09-17 | 2023-12-08 | 中建集成房屋有限公司 | 一种拆装式模架结构房屋及其安装方法 |
CN110424750A (zh) * | 2019-08-06 | 2019-11-08 | 多维绿建科技(天津)有限公司 | 一种液压桁架扣件组装机 |
CN110424750B (zh) * | 2019-08-06 | 2024-05-31 | 多维绿建科技(天津)有限公司 | 一种液压桁架扣件组装机 |
US20230258009A1 (en) * | 2022-02-14 | 2023-08-17 | Kyle Marsh | Temporary building enclosure |
CN115126090A (zh) * | 2022-07-27 | 2022-09-30 | 山西潇河建筑产业有限公司 | 一种大跨度多截面组合式桁架屋面结构体系及其施工方法 |
WO2024125693A1 (de) | 2022-12-14 | 2024-06-20 | Wilhelm Layher Verwaltungs-Gmbh | Gerüst, insbesondere fahrgerüst |
DE102022133321A1 (de) | 2022-12-14 | 2024-06-20 | Wilhelm Layher Verwaltungs-Gmbh | Gerüst, insbesondere fahrgerüst |
Also Published As
Publication number | Publication date |
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EP1035271B1 (de) | 2005-08-10 |
ES2246548T3 (es) | 2006-02-16 |
DE59912391D1 (de) | 2005-09-15 |
ATE301751T1 (de) | 2005-08-15 |
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