EP0031039B1 - Tower shaped shielding for radio-engineering systems - Google Patents

Tower shaped shielding for radio-engineering systems Download PDF

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Publication number
EP0031039B1
EP0031039B1 EP80107282A EP80107282A EP0031039B1 EP 0031039 B1 EP0031039 B1 EP 0031039B1 EP 80107282 A EP80107282 A EP 80107282A EP 80107282 A EP80107282 A EP 80107282A EP 0031039 B1 EP0031039 B1 EP 0031039B1
Authority
EP
European Patent Office
Prior art keywords
edge
mast
sheathing according
section
fastened
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.)
Expired
Application number
EP80107282A
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German (de)
French (fr)
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EP0031039A1 (en
Inventor
Artur Göbel
Hartmut Patschke
Rudolf Göbel
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.)
G&H Montage GmbH
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G&H Montage 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
Priority claimed from DE19792951590 external-priority patent/DE2951590A1/en
Priority claimed from DE19803024505 external-priority patent/DE3024505A1/en
Application filed by G&H Montage GmbH filed Critical G&H Montage GmbH
Priority to AT80107282T priority Critical patent/ATE12856T1/en
Publication of EP0031039A1 publication Critical patent/EP0031039A1/en
Application granted granted Critical
Publication of EP0031039B1 publication Critical patent/EP0031039B1/en
Expired legal-status Critical Current

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    • HELECTRICITY
    • H01ELECTRIC ELEMENTS
    • H01QANTENNAS, i.e. RADIO AERIALS
    • H01Q1/00Details of, or arrangements associated with, antennas
    • H01Q1/42Housings not intimately mechanically associated with radiating elements, e.g. radome

Definitions

  • the invention relates to a tower-like cladding for protecting radio-technical systems, in particular antennas, against the weather, according to the preamble of claim 1.
  • Such a cladding is known from DE-B-1 2.73 023.
  • segments of rigid polyurethane foam are prefabricated in easily transportable sizes and connected at the construction site by gluing, so that individual, for example 12-segment, sleeve-shaped wefts are formed which, when stacked, can form the tower-like cladding, for example of antennas.
  • the self-supporting cladding which is self-supporting in the manner described, is secured at the sides by structures arranged on the antenna mast, in particular in the area or in the form of the platforms of conventional radio antenna masts arranged one above the other.
  • antennas in particular radio antennas
  • radio antennas are known to be installed in exposed locations such as hills, mountains, buildings, such as television towers, etc.
  • the antenna masts and their cladding are regularly exposed to considerable wind loads.
  • These wind loads lead to corresponding pressure and suction loads when flowing around the panel, which seek to deform the panel.
  • the wind loads often lead to very significant vibrations, in particular the long antenna mast and, due to the vibration excitation by eddy detachment at the periphery of the cladding and the structure supporting it, to natural vibrations, in particular of the antenna mast, the vibrations of which are in turn introduced into the cladding.
  • the wall made of rigid foam of the cladding is subject to considerable, rapidly changing tensile and buckling stresses, which leads to considerable and disruptive noise.
  • the changing and swelling permanent loads on the cladding lead to material fatigue and thus to failures.
  • the invention has for its object to provide a cladding of the type outlined in the preamble of claim 1, the material of which is subjected to considerably lower loads, so that the service life is increased and, if necessary, noise can be reduced.
  • the axially movable bearing preferably the upper edge of the weft, enables lateral oscillation deflections of the antenna mast without introducing significant tensile or buckling stresses into the material of the casing.
  • the cladding does not produce any disturbing amounts of noise even in stormy weather, and the considerably reduced service life of the cladding results from the considerable reduction in mechanical material stress.
  • edge of at least the axially movable end of each shot is bordered by a border profile made of wear-resistant material such as glass-fiber reinforced unsaturated polyester, this edge can serve for a clean anchoring of a reinforcement without damaging the rigid foam, but with which an axially movable, but transversely to this, however immobile connection to the structure.
  • the axially movable end of each shot is nevertheless secured in the transverse direction to the axis of the mast and can therefore not make any relative movements to the adjacent, rigidly attached edge of the adjacent shot transversely to the movement joint.
  • the result is that although the width of the expansion joint can vary under wind forces, for example, the edges of the expansion joint are always in alignment.
  • a masking tape which consists of wear-resistant material such as glass fiber reinforced unsaturated polyester, so that no open gap appears in the region of the movement joint, through which z. B. driving rain could penetrate into the interior of the panel.
  • the position of the edges of the movement joint in their direction of escape ensures a clean contact of the side edges of the masking tape on the outside of the edge areas of adjacent shots, without the masking tape having to follow relative changes in the position of its contact surfaces on the adjacent shots.
  • the masking tape can be made relatively stiff and strong for effective protection and is itself not exposed to any significant stresses that could lead to leaks and material fatigue.
  • a tower-like cladding is thus created which is completely closed all around and functionally corresponds in its entirety to a generic cladding, but is free from excessive material stresses and in particular without noise.
  • Fig. 1, 1 denotes a concrete tip of a television tower, on which an antenna mast 2 is placed, which carries a plurality of radio antennas, not shown, on its circumference in a manner known per se.
  • nine supporting structures 3 designed as platforms are attached to the circumference of the antenna mast, the diameter of which gradually becomes smaller towards the top, and which serve as a carrier for a shell, denoted overall by 4, as a covering for the antenna mast 2.
  • the mutual spacing of the platforms or supporting structures 3 may be approximately 4.8 m, with a height difference of over 40 m resulting between the upper edge of the concrete tip 1 of the television tower and an upper roof 5 of the casing 4.
  • the diameter of the sheath 4 may drop from 4.6 m at the lower end to approximately 2.5 m in the area of the roof 5 with a base-side diameter of the antenna mast 2 of approximately 1.7 m.
  • considerable vibrations of the antenna mast 2 occur when there is a wind load, as well as significant natural vibrations of the elongated antenna mast 2 when resonating with vortex detachment frequencies, which in the case of a rigid attachment of the Shell 4 are transmitted as tensile and buckling stresses in the peripheral wall, which causes noise and leads to premature material fatigue.
  • the casing 4 consists of a plurality of shots 6 in the example case of the same height between the individual structures 3 and a shorter, shorter section 7 on the foot side and a shorter, shorter section 8 on the roof side.
  • Each section 6, 7 or 8 is made in the manner known per se.
  • a plurality of, for example, twelve circumferential individual segments are assembled in a manner not shown in detail, the individual segments abutting one another at folded butt joints and glued to one another there at the construction site.
  • the bottom shot 7 sits on the correspondingly formed upper edge of the concrete tip 1, while the overlying shots 6 and 8 are fastened with their undersides to the corresponding structures in the manner explained in more detail below, while the tops of the shots 6 and 7 in the direction the axis of the antenna mast 2 and the sheath 4, designated 9, are movably mounted.
  • FIG. 2 corresponds to the detail according to circle 11 in FIG. 1 on an enlarged scale
  • FIG. 3 shows a section along line III-III in FIG 2 corresponds.
  • the supporting structure 3 consists of an on-site platform or console 10 of any type, which can be a steel structure or can optionally also consist of concrete, as well as a supporting device 11 for the casing 4 attached to it.
  • the support device 11 consists in the example of a plurality, preferably one of the number of individual segments for each shot 6 corresponding number of steel tabs 12, which are fixed in the manner shown in FIGS. 2 and 3 by massive bolts 13 on the top of the console 10 in such a way are that they protrude radially beyond the outer edge 10 'of the console 10.
  • a support tab 14 is welded, which is also made of steel and forms the lower support for the lower edge of the upper shot 6, designated 15.
  • an angle rail 16 following the shape of the lower edge 15 of the upper weft 6 is placed on the upper side of the carrying tab 14, on which the lower edge 15 of the upper edge is explained in a manner to be explained in more detail below Shot 6 is rigidly attached.
  • a further tab 17 is held by the screw bolts 13, which can be made of glass fiber reinforced plastic such as epoxy resin and also radially projects beyond the radial outer edge 10 'of the bracket 10.
  • a base plate 19 is fastened to the underside of the tab 17 by means of screw bolts 18 and nuts 14 '.
  • a T-shaped stiffening structure 20 which can be seen in section in FIG. 3, is provided, which is welded to the bracket 14 and the base plate 19, so that a box-shaped housing results.
  • two guide bolts 21 are arranged vertically and parallel to one another between the upper support bracket 14 and the lower base plate 19 and fastened, for example, by welding.
  • the upper edge of the lower shot 6, designated 22, is provided with a reinforcement 23, which consists of an angle rail 24 adapted to the shape of the upper edge 22 of the lower shot 6 on the upper end face 25 of the shot 6 and of a bracket angle 26.
  • the angle rail 24 is connected in the region of its leg 27 parallel to the end face 25 of the lower weft 6 by four screw bolts 28 to a parallel leg 29 of the bracket angle 26 in the example.
  • the leg 30 of the angle rail 24 which is at an angle to the leg 27 is located on the inside of the upper edge 22 of the lower shot 6 and points downwards.
  • the leg 30 serves to fix the angle rail 24 with respect to the upper edge 22 of the lower shot 6 by a number of screw bolts 31, which clamp the upper edge 22 of the lower shot 6 against the leg 30 of the angle rail 24. In this way, the reinforcement 23 is attached via the leg 30 of the angle rail 24 to the upper edge 22 of the lower shot 6.
  • the second leg of the bracket bracket 26 is formed by two guide sleeves 32, which the guide bolts 21 with good interposition of bushings 33 Grip sliding properties, for example made of polyethylene.
  • the upper edge 22 of the lower weft 6 with the reinforcement 23 attached to it is thereby held vertically movable in the direction of the guide bolts 21, but is laterally guided cleanly on the guide bolts 21.
  • the guide sleeves 32 can slide vertically on the guide pin 21 and there are no noticeable tensile or buckling forces in the wall of the shot 6 from the top thereof Edge 22 introduced here.
  • the angled rail 16 at the lower edge of the upper weft 6 is a mirror image of the angled rail 24 and with a horizontal leg 34 on the lower end face 35 of the upper weft 6, while the angled leg 36 rotates on the inside of the weft 6.
  • the angle rails 16 and 24 run over at least a large part of the circumference of the lower edge 15 and the upper edge 22 of the respective weft 6, while the support bracket 14 and the bracket angle 26 only reach about the width of the steel plate 12.
  • the angle rail 16 is fastened on the lower edge 15 of the associated weft 6 by means of screw bolts 37 which essentially horizontally penetrate the wall of the weft 6 made of rigid foam, in particular rigid polyurethane foam, and the lower edge 15 clamp against the leg 36 of the angle rail 16.
  • screw bolts 37 which essentially horizontally penetrate the wall of the weft 6 made of rigid foam, in particular rigid polyurethane foam, and the lower edge 15 clamp against the leg 36 of the angle rail 16.
  • the lower edge 15 of the upper weft 6 is rigidly fixed against the supporting structure 3, the connection between the angle rail 16 and the supporting bracket 14 being effected by means of bolts 38 similar to the bolts 28.
  • an expansion or movement joint 39 with a sufficiently large gap between the reinforcement 23 and the support bracket 14 is provided on the end faces 25 and 35 of the adjacent sections 6.
  • An annular soft seal 40 is arranged in the movement joint 39, which is indicated in FIG. 2 only by dash-dotted outer contours for the sake of clarity.
  • the soft seal 40 consists, for example, of closed-cell neoprene foam or a similar material, which has a compressibility of up to about 90 percent with a slight rise in back pressure, i.e. can be compressed to a tenth of its height without substantial tension build-up, so that the soft seal 40 changes the height of the gap Expansion joint 39 can follow.
  • border profiles 41 and 42 which can be made of a wear-resistant material such as glass fiber reinforced, unsaturated polyester.
  • the side walls of the Einfberprofile 41 and 42 are covered up to an area over the sides of the edges 15 and 22, which is outside the attack of any fastening or covering.
  • each movement joint 39 between adjacent sections 6 is covered by a masking tape 43 on its outside.
  • the cover band 43 running all the way around on the outside of the movement joint 39 is expediently clamped in its upper part by the screw bolts 37, which fix the lower edge 15 of the upper weft 6 against the associated angle rail 16, while its lower end engages over the head of the screw bolts 31, which fix the upper edge 22 of the lower shot 6 against the angle rail 24.
  • the lower end of the cover band 43 is slidably held relative to the upper edge 22 of the lower weft 6 and can slide along the corresponding border profile 42.
  • the fixing could also take place at the lower end of the cover band 43 and, for this purpose, its upper end slide on the border profile 41 for the lower edge 15 of the upper weft 6.
  • the adjacent side wall of the lower border profile 42 engages under the lower end of the cover band 43 to such an extent that relative movements can occur, so that with all occurring relative movements a clean flat contact of the lower end or edge of the cover band 43 is ensured on an adjacent surface of the border profile 43.
  • the masking tape 43 is likewise constructed from individual segments, similar to the wefts 6, which is not shown in more detail, the individual segments abutting one another with folded butt joints which are offset in the wefts 6 with respect to the butt joints.
  • the border profiles 41 and 42 can also be constructed from individual segments.
  • FIG. 4 is a modified embodiment in a representation corresponding to FIG. 2 the area of the expansion joint between two shots.
  • Components which correspond to the embodiment according to FIG. 2 are identified by the same reference numerals as in FIG. 2, but with the index “a”, so that the drawing according to FIG. 4 largely excludes the explanations relating to FIGS. 2 and 3 yourself is understandable.
  • On the inside of the cover band 43a there is an additional sealing band 44, which extends into the contact area on the border profiles 41a and 42a, where it results in an additional seal.
  • the sealing tape 44 can be made of neoprene, for example.
  • Additional sealing of the gap area of the movement joint 39 or 39a can be achieved in both embodiments by additional sealing tapes 45 or 45a on the edges of the masking tapes 43 or 43a, so that overall a gradual penetration of moisture is reliably avoided despite the considerable relative movement that occurs can.
  • a further difference of the embodiment according to FIG. 4 to that of FIG. 2 is that a support bracket 14a for supporting the lower end face 35a of the lower edge 15a of the upper shot 6a is fastened in the bottom region of a support structure, designated overall by 46, which is fastened by a Bolt 37a for fixing the lower edge 15a of the upper shot 6a is penetrated, so that the angle rail 16 according to FIG. 2 is omitted.
  • At least one guide pin 21a is fastened, in particular welded, which axially projects on its underside beyond the plane of the support bracket 14a and the support structure 46 and there forms the guide section for a guide sleeve 32a with a plastic bushing 33a, which is attached to a reinforcement 23a of the upper edge 22a of the lower shot 6a is provided.
  • the lower angle rail 24 is omitted in that a bracket angle 26a carries the vertical guide sleeve 32a in one horizontal leg and with its other leg 29a, which is used for fastening to the upper edge 22a of the weft 6a, which in the embodiment according to FIG 4, however, runs vertically, is directly penetrated by the fastening bolts 31 a.
  • the soft seal 40a arranged in the gap area of the movement joint 39a therefore lies directly against the end face 25a of the upper edge 22a of the lower weft 6a.
  • the support structure 46 is fastened in a manner not shown to a bracket 10 or the like, and is therefore fixed against the antenna mast 2, while the upper edge 22a of the lower section 6a with its reinforcement 23a while reducing or increasing the gap height of the expansion joint 39a compared to the lower one Edge 15a of the upper shot 6a is movable, the guide sleeve 32a sliding on the guide pin 21a.
  • the guide sleeve 32 or 32a can be assigned to the supporting structure 3, while a corresponding guide pin 21 or 21a, conversely, is assigned to the reinforcement 23 or 23a.
  • the hard foam material of the shots 6a can absorb tensile loads as well as compressive loads, it would also be possible to fix the upper edge 22 or 22a of each shot 6 or 6a on the supporting structure 3 and instead the lower edge 15 or 15a in a corresponding manner keep agile.

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  • Support Of Aerials (AREA)
  • Details Of Aerials (AREA)
  • Building Environments (AREA)
  • Inorganic Compounds Of Heavy Metals (AREA)
  • Casings For Electric Apparatus (AREA)
  • Manufacture Of Alloys Or Alloy Compounds (AREA)

Description

Die Erfindung bezieht sich auf eine turmartige Verkleidung zum Schutz funktechnischer Anlagen, insbesondere von Antennen, gegen Witterungseinflüsse, nach dem Oberbegriff des Anspruchs 1.The invention relates to a tower-like cladding for protecting radio-technical systems, in particular antennas, against the weather, according to the preamble of claim 1.

Eine solche Verkleidung ist aus der DE-B-1 2.73 023 bekannt. Bei dieser bekannten Verkleidung werden Segmente aus Polyurethan-Hartschaum in gut transportablen Größen vorgefertigt und an der Baustelle durch Klebung verbunden, so daß einzelne, aus beispielsweise 12 Segmenten bestehende hülsenförmige Schüsse gebildet werden, die übereinandergesetzt die turmartige Verkleidung etwa von Antennen bilden können. Bei der Verkleidung von langen Antennenmasten erfolgt eine seitliche Lagesicherung der in der geschilderten Weise selbsttragenden Verkleidung durch am Antennenmast angeordnete Tragwerke, insbesondere im Bereich oder in Form der übereinander angeordneten Plattformen üblicher Funk-Antennenmasten.Such a cladding is known from DE-B-1 2.73 023. In this known cladding, segments of rigid polyurethane foam are prefabricated in easily transportable sizes and connected at the construction site by gluing, so that individual, for example 12-segment, sleeve-shaped wefts are formed which, when stacked, can form the tower-like cladding, for example of antennas. When cladding long antenna masts, the self-supporting cladding, which is self-supporting in the manner described, is secured at the sides by structures arranged on the antenna mast, in particular in the area or in the form of the platforms of conventional radio antenna masts arranged one above the other.

Da Antennen, insbesondere Funkantennen, bekanntlich an exponierten Stellen wie auf Hügeln, Bergen, Bauwerken, wie Fernsehtürmen usw., errichtet werden, um eine möglichst große Reichweite zu erhalten, sind die Antennenmasten und ihre Verkleidung regelmäßig erheblichen Windbelastungen ausgesetzt. Diese Windbelastungen führen bei Umströmung der Verkleidung zu entsprechenden Druck- und Sogbelastungen, welche die Verkleidung zu verformen suchen. Weiterhin führen die Windbelastungen zu oft sehr erheblichen Schwingungsausschlägen insbesondere des langen Antennenmastes und infolge der Schwingungsanregung durch Wirbelablösung am Umfang der Verkleidung und des sie tragenden Bauwerkes zu Eigenschwingungen insbesondere des Antennemastes, deren Schwingungsausschläge wiederum in die Verkleidung eingeleitet werden. Hierdurch unterliegt die aus Hartschaum bestehende Wand der Verkleidung erheblichen, schnell wechselnden Zug- und Beulbeanspruchungen, was zu einer erheblichen und störenden Geräuschentwicklung führt. Nicht zuletzt führen die wechselnden und schwellenden Dauerbelastungen der Verkleidung zur Materialermüdung und damit zu Ausfällen.Since antennas, in particular radio antennas, are known to be installed in exposed locations such as hills, mountains, buildings, such as television towers, etc., in order to achieve the greatest possible range, the antenna masts and their cladding are regularly exposed to considerable wind loads. These wind loads lead to corresponding pressure and suction loads when flowing around the panel, which seek to deform the panel. Furthermore, the wind loads often lead to very significant vibrations, in particular the long antenna mast and, due to the vibration excitation by eddy detachment at the periphery of the cladding and the structure supporting it, to natural vibrations, in particular of the antenna mast, the vibrations of which are in turn introduced into the cladding. As a result, the wall made of rigid foam of the cladding is subject to considerable, rapidly changing tensile and buckling stresses, which leads to considerable and disruptive noise. Last but not least, the changing and swelling permanent loads on the cladding lead to material fatigue and thus to failures.

Demgegenüber liegt der Erfindung die Aufgabe zugrunde, eine Verkleidung der im Oberbegriff des Anspruchs 1 umrissenen Gattung zu schaffen, deren Material erheblich geringeren Belastungen ausgesetzt ist, so daß die Standzeit erhöht und gegebenenfalls eine Geräuschentwicklung vermindert werden kann.In contrast, the invention has for its object to provide a cladding of the type outlined in the preamble of claim 1, the material of which is subjected to considerably lower loads, so that the service life is increased and, if necessary, noise can be reduced.

Die Lösung dieser Aufgabe erfolgt durch die kennzeichnenden Merkmale des Anspruchs 1.This object is achieved by the characterizing features of claim 1.

Dadurch, daß jeder Schuß nur einseitig an einem Tragwerk starr befestigt ist, ist eine Einleitung von Spannungen in die Hülle durch Relativbewegung von Tragwerken gegeneinander vermieden. Insbesondere im Falle langer Antennenmasten ermöglicht die in axialer Richtung bewegliche Lagerung vorzugsweise des oberen Randes des Schusses seitliche Schwingungsausschläge des Antennenmastes, ohne wesentliche Zug- oder Beulspannungen in das Material der Hülle einzuführen. Dadurch erzeugt die Verkleidung auch bei stürmischem Wetter keine Geräusche in störendem Umfang und ergibt sich durch die erhebliche Verminderung der mechanischen Materialbeanspruchung eine entsprechend stark erhöhte Standzeit der Verkleidung. Dadurch, daß der Rand zumindest des axial beweglichen Endes jedes Schusses durch ein Einfaßprofil aus verschleißfestem Werkstoff wie glasfaserverstärktem ungesättigtem Polyester eingefaßt ist, kann dieser Rand ohne Verletzung des Hartschaums einer sauberen Verankerung einer Armierung dienen, mit der eine zwar axial bewegliche, in Querrichtung hierzu jedoch unbewegliche Verbindung zum Tragwerk erfolgt. Dadurch ist das axial bewegliche Ende jedes Schusses dennoch in Querrichtung zur Achse des Mastes lagegesichert und kann daher quer zur Bewegungsfuge keine Relativbewegungen zum benachbarten, starr befestigten Rand des benachbarten Schusses ausführen. Neben einer Entlastung des starr befestigten Endes des Schusses von Biegemomenten ist damit erreicht, daß etwa unter Windkräften zwar die Breite der Bewegungsfuge variieren kann, die Ränder der Bewegungsfuge hingegen stets fluchten. Dies wiederum schafft die Voraussetzung dafür, die Bewegungsfuge zumindest an ihrer Außenseite durch ein Abdeckband abzudecken, das aus verschleißfestem Material wie glasfaserverstärktem ungesättigtem Polyester besteht, so daß im Bereich der Bewegungsfuge kein offener Spalt in Erscheinung tritt, durch den hindurch z. B. Schlagregen in das Innere der Verkleidung eindringen könnte. Die Lagesicherung der Ränder der Bewegungsfuge in ihrer Fluchtrichtung gewährleistet eine saubere Anlage der seitlichen Ränder des Abdeckbandes an der Außenseite der Randbereiche benachbarter Schüsse, ohne daß das Abdeckband relativen Lageänderungen seiner Auflageflächen an den benachbarten Schüssen folgen müßte. Daher kann das Abdeckband für einen wirkungsvollen Schutz relativ steif und kräftig ausgebildet werden und ist selbst keinen wesentlichen Spannungen ausgesetzt, die zu Undichtheiten und Materialermüdung führen könnten. Insgesamt ist auf diese Weise somit eine turmartige Verkleidung geschaffen, die rundum vollständig geschlossen ist und funktionell in vollem Umfange einer gattungsgemäßen Verkleidung entspricht, dabei aber frei von übermäßigen Materialbeanspruchungen und insbesondere ohne Geräuschentwicklung ist.Because each shot is rigidly attached to one side of a supporting structure only, the introduction of tensions into the casing by relative movement of the supporting structures against one another is avoided. In the case of long antenna masts in particular, the axially movable bearing, preferably the upper edge of the weft, enables lateral oscillation deflections of the antenna mast without introducing significant tensile or buckling stresses into the material of the casing. As a result, the cladding does not produce any disturbing amounts of noise even in stormy weather, and the considerably reduced service life of the cladding results from the considerable reduction in mechanical material stress. The fact that the edge of at least the axially movable end of each shot is bordered by a border profile made of wear-resistant material such as glass-fiber reinforced unsaturated polyester, this edge can serve for a clean anchoring of a reinforcement without damaging the rigid foam, but with which an axially movable, but transversely to this, however immobile connection to the structure. As a result, the axially movable end of each shot is nevertheless secured in the transverse direction to the axis of the mast and can therefore not make any relative movements to the adjacent, rigidly attached edge of the adjacent shot transversely to the movement joint. In addition to relieving the rigidly attached end of the shot from bending moments, the result is that although the width of the expansion joint can vary under wind forces, for example, the edges of the expansion joint are always in alignment. This in turn creates the prerequisite for covering the movement joint at least on its outside by a masking tape, which consists of wear-resistant material such as glass fiber reinforced unsaturated polyester, so that no open gap appears in the region of the movement joint, through which z. B. driving rain could penetrate into the interior of the panel. The position of the edges of the movement joint in their direction of escape ensures a clean contact of the side edges of the masking tape on the outside of the edge areas of adjacent shots, without the masking tape having to follow relative changes in the position of its contact surfaces on the adjacent shots. Therefore, the masking tape can be made relatively stiff and strong for effective protection and is itself not exposed to any significant stresses that could lead to leaks and material fatigue. Overall, a tower-like cladding is thus created which is completely closed all around and functionally corresponds in its entirety to a generic cladding, but is free from excessive material stresses and in particular without noise.

Die abhängigen Ansprüche haben vorteilhafte Weiterbildungen der Erfindung zum Inhalt.The dependent claims contain advantageous developments of the invention.

Weitere Einzelheiten und Vorteile der Erfindung ergeben sich aus der nachfolgenden Beschreibung von Ausführungsformen anhand der ZHlchnung. Es zeigt

  • Fig. schematisch vereinfacht eine Übersichtsdarstellung eines mit einer erfindungsgemäßen Verkleidung versehenen Antennenmastes an der Spitze eines Fernsehturmes,
  • Fig. 2 die Einzelheit gemäß Kreis II in Fig. 1 in vergrößerter Darstellung sowie im Axialschnitt,
  • Fig. 3 einen Schnitt gemäß Linie III-III in Fig. 2 und
  • Fig. eine abgewandelte Ausführungsform der Einzelheit gemäß Kreis II in Fig. 1.
Further details and advantages of the invention result from the following description of embodiments with reference to the Drawing. It shows
  • 1 schematically simplified an overview of an antenna mast provided with a covering according to the invention at the top of a television tower,
  • 2 shows the detail according to circle II in FIG. 1 in an enlarged view and in axial section,
  • Fig. 3 shows a section along line III-III in Fig. 2 and
  • FIG. 1 shows a modified embodiment of the detail according to circle II in FIG. 1.

In Fig. 1 ist mit 1 eine Betonspitze eines Fernsehturmes bezeichnet, auf die ein Antennenmast 2 aufgesetzt ist, der an seinem Umfang in an sich bekannter Weise eine Vielzahl nicht näher dargestellter Funkantennen trägt. In übereinanderliegenden Ebenen sind im Beispielsfalle neun als Plattformen ausgebildete Tragwerke 3 am Umfang des Antennenmastes befestigt, deren Durchmesser nach oben hin allmählich kleiner wird und die als Träger für eine insgesamt mit 4 bezeichnete Hülle als Verkleidung des Antennenmastes 2 dienen. Im Beispielsfalle möge der gegenseitige Abstand der Plattformen oder Tragwerke 3 etwa 4,8 m betragen, wobei sich zwischen der Oberkante der Betonspitze 1 des Fernsehturmes und einem oberen Dach 5 der Hülle 4 eine Höhendifferenz von über 40 m ergibt. Dabei möge der Durchmesser der Hülle 4 von 4,6 m am unteren Ende auf etwa 2,5 m im Bereich des Daches 5 bei einem fußseitigen Durchmesser des Antennenmastes 2 von etwa 1,7 m abfallen. Wie aus diesen beispielhaften Maßangaben ohne weiteres ersichtlich ist, treten insbesondere in exponierter Lage etwa an der Spitze eines Fernsehturmes bei Windbelastung erhebliche Schwingungsausschläge des Antennenmastes 2 sowie bei Resonanz mit Wirbel-Ablösefrequenzen deutliche Eigenschwingungen des langgestreckten Antennenmastes 2 auf, die im Falle einer starren Befestigung der Hülle 4 als Zug- und Beulspannungen in deren Umfangswand übertragen werden, was eine Geräuschentwicklung verursacht sowie zu vorzeitiger Materialermüdung führt.In Fig. 1, 1 denotes a concrete tip of a television tower, on which an antenna mast 2 is placed, which carries a plurality of radio antennas, not shown, on its circumference in a manner known per se. In the example, in superimposed levels, nine supporting structures 3 designed as platforms are attached to the circumference of the antenna mast, the diameter of which gradually becomes smaller towards the top, and which serve as a carrier for a shell, denoted overall by 4, as a covering for the antenna mast 2. In the example, the mutual spacing of the platforms or supporting structures 3 may be approximately 4.8 m, with a height difference of over 40 m resulting between the upper edge of the concrete tip 1 of the television tower and an upper roof 5 of the casing 4. The diameter of the sheath 4 may drop from 4.6 m at the lower end to approximately 2.5 m in the area of the roof 5 with a base-side diameter of the antenna mast 2 of approximately 1.7 m. As can easily be seen from these exemplary dimensions, in particular in an exposed position, for example at the top of a television tower, considerable vibrations of the antenna mast 2 occur when there is a wind load, as well as significant natural vibrations of the elongated antenna mast 2 when resonating with vortex detachment frequencies, which in the case of a rigid attachment of the Shell 4 are transmitted as tensile and buckling stresses in the peripheral wall, which causes noise and leads to premature material fatigue.

Die Hülle 4 besteht aus einer Mehrzahl von Schüssen 6 im Beispielsfalle gleicher Höhe zwischen den einzelnen Tragwerken 3 sowie einem fußseitigen, kürzeren Schuß 7 und einem dachseitigen, kürzeren Schuß 8. Jeder Schuß 6, 7 oder 8 ist in der an sich bekannten Weise aus einer Mehrzahl von beispielsweise zwölf umfangsseitigen Einzelsegmenten in nicht näher dargestellter Weise zusammengesetzt, wobei die Einzelsegmente an gefalzten Stoßfugen aneinanderstoßen und dort auf der Baustelle miteinander verklebt sind. Der unterste Schuß 7 sitzt auf der entsprechend ausgebildeten Oberkante der Betonspitze 1 auf, während die darüberliegenden Schüsse 6 und 8 in der weiter unten noch näher erläuterten Weise mit ihren Unterseiten an den entsprechenden Tragwerken befestigt sind, während die Oberseiten der Schüsse 6 und 7 in Richtung der mit 9 bezeichneten Achse des Antennenmastes 2 und der Hülle 4 beweglich gelagert sind.The casing 4 consists of a plurality of shots 6 in the example case of the same height between the individual structures 3 and a shorter, shorter section 7 on the foot side and a shorter, shorter section 8 on the roof side. Each section 6, 7 or 8 is made in the manner known per se A plurality of, for example, twelve circumferential individual segments are assembled in a manner not shown in detail, the individual segments abutting one another at folded butt joints and glued to one another there at the construction site. The bottom shot 7 sits on the correspondingly formed upper edge of the concrete tip 1, while the overlying shots 6 and 8 are fastened with their undersides to the corresponding structures in the manner explained in more detail below, while the tops of the shots 6 and 7 in the direction the axis of the antenna mast 2 and the sheath 4, designated 9, are movably mounted.

Die Art und Weise der Lagerung der oberen und unteren Enden der Schüsse 6 ist in Fig. 2 näher veranschaulicht, die in vergrößerter Darstellung der Einzelheit gemäß Kreis 11 in Fig. 1 entspricht, während Fig. 3 einem Schnitt gemäß Linie III-III in Fig. 2 entspricht.The manner in which the upper and lower ends of the wefts 6 are supported is illustrated in more detail in FIG. 2, which corresponds to the detail according to circle 11 in FIG. 1 on an enlarged scale, while FIG. 3 shows a section along line III-III in FIG 2 corresponds.

Wie aus den Fig. 2 und 3 ersichtlich ist, besteht das Tragwerk 3 aus einer bauseitigen Plattform oder Konsole 10 beliebiger Bauart, die eine Stahlkonstruktion sein kann oder aber gegebenenfalls auch aus Beton bestehen kann, sowie einer daran befestigten Stützvorrichtung 11 für die Hülle 4. Die Stützvorrichtung 11 besteht im Beispielsfalle aus einer Mehrzahl, vorzugsweise einer der Zahl der Einzelsegmente für jeden Schuß 6 entsprechenden Anzahl von Stahllaschen 12, die in der aus den Fig. 2 und 3 ersichtlichen Weise durch massive Schraubbolzen 13 an der Oberseite der Konsole 10 derart befestigt sind, daß sie den Außenrand 10' der Konsole 10 radial überragen. An jeder Stahllasche 12 ist eine Traglasche 14 angeschweißt, die ebenfalls aus Stahl besteht und die untere Abstützung für den mit 15 bezeichneten unteren Rand des oberen Schusses 6 bildet. Hierzu ist im radialen Bereich des unteren Randes 15 des oberen Schusses 6 auf die Oberseite der Traglasche 14 eine der Form des unteren Randes 15 des oberen Schusses 6 folgende Winkelschiene 16 aufgesetzt, an der in weiter unten noch näher erläuterter Weise der untere Rand 15 des oberen Schusses 6 starr befestigt ist.As can be seen from FIGS. 2 and 3, the supporting structure 3 consists of an on-site platform or console 10 of any type, which can be a steel structure or can optionally also consist of concrete, as well as a supporting device 11 for the casing 4 attached to it. The support device 11 consists in the example of a plurality, preferably one of the number of individual segments for each shot 6 corresponding number of steel tabs 12, which are fixed in the manner shown in FIGS. 2 and 3 by massive bolts 13 on the top of the console 10 in such a way are that they protrude radially beyond the outer edge 10 'of the console 10. On each steel tab 12, a support tab 14 is welded, which is also made of steel and forms the lower support for the lower edge of the upper shot 6, designated 15. For this purpose, in the radial area of the lower edge 15 of the upper weft 6, an angle rail 16 following the shape of the lower edge 15 of the upper weft 6 is placed on the upper side of the carrying tab 14, on which the lower edge 15 of the upper edge is explained in a manner to be explained in more detail below Shot 6 is rigidly attached.

An der Unterseite der Konsole 10 ist eine weitere Lasche 17 durch die Schraubbolzen 13 gehalten, die aus glasfaserverstärktem Kunststoff wie Epoxidharz bestehen kann und den radialen Außenrand 10' der Konsole 10 ebenfalls radial überragt. Durch Schraubbolzen 18 und Mutter 14' ist an der Unterseite der Lasche 17 eine Bodenplatte 19 befestigt. Zwischen der oberen Traglasche 14 und der unteren Bodenplatte 19 ist eine in Fig. 3 im Schnitt ersichtliche, T-förmige Aussteifungskonstruktion 20 vorgesehen, die mit der Traglasche 14 und der Bodenplatte 19 verschweißt ist, so daß sich ein kastenförmiges Gehäuse ergibt. Im Bereich des radial äußeren, offenen Endes dieses Gehäuses sind zwischen der oberen Traglasche 14 und der unteren Bodenplatte 19 zwei Führungsbolzen 21 vertikal und zueinander parallel angeordnet und beispielsweise durch Schweißung befestigt.On the underside of the bracket 10, a further tab 17 is held by the screw bolts 13, which can be made of glass fiber reinforced plastic such as epoxy resin and also radially projects beyond the radial outer edge 10 'of the bracket 10. A base plate 19 is fastened to the underside of the tab 17 by means of screw bolts 18 and nuts 14 '. Between the upper bracket 14 and the lower base plate 19, a T-shaped stiffening structure 20, which can be seen in section in FIG. 3, is provided, which is welded to the bracket 14 and the base plate 19, so that a box-shaped housing results. In the area of the radially outer, open end of this housing, two guide bolts 21 are arranged vertically and parallel to one another between the upper support bracket 14 and the lower base plate 19 and fastened, for example, by welding.

Der mit 22 bezeichnete obere Rand des unteren Schusses 6 ist mit einer Armierung 23 versehen, die aus einer der Form des oberen Randes 22 des unteren Schusses 6 angepaßten Winkelschiene 24 an der oberen Stirnfläche 25 des Schusses 6 und aus einem Konsolwinkel 26 besteht. Die Winkelschiene 24 ist im Bereich ihres zur Stirnfläche 25 des unteren Schusses 6 parallelen Schenkels 27 durch im Beispielsfalle vier Schraubbolzen 28 mit einem parallelen Schenkel 29 des Konsolwinkels 26 verbunden. Der zum Schenkel 27 im Winkel stehende Schenkel 30 der Winkelschiene 24 liegt an der Innenseite des oberen Randes 22 des unteren Schusses 6 und weist nach unten. Der Schenkel 30 dient zur Festlegung der Winkelschiene 24 gegenüber dem oberen Rand 22 des unteren Schusses 6 durch eine Anzahl von Schraubbolzen 31, welche den oberen Rand 22 des unteren Schusses 6 gegen den Schenkel 30 der Winkelschiene 24 spannen. Auf diese Weise ist die Armierung 23 über den Schenkel 30 der Winkelschiene 24 am oberen Rand 22 des unteren Schusses 6 befestigt.The upper edge of the lower shot 6, designated 22, is provided with a reinforcement 23, which consists of an angle rail 24 adapted to the shape of the upper edge 22 of the lower shot 6 on the upper end face 25 of the shot 6 and of a bracket angle 26. The angle rail 24 is connected in the region of its leg 27 parallel to the end face 25 of the lower weft 6 by four screw bolts 28 to a parallel leg 29 of the bracket angle 26 in the example. The leg 30 of the angle rail 24 which is at an angle to the leg 27 is located on the inside of the upper edge 22 of the lower shot 6 and points downwards. The leg 30 serves to fix the angle rail 24 with respect to the upper edge 22 of the lower shot 6 by a number of screw bolts 31, which clamp the upper edge 22 of the lower shot 6 against the leg 30 of the angle rail 24. In this way, the reinforcement 23 is attached via the leg 30 of the angle rail 24 to the upper edge 22 of the lower shot 6.

Wie auch aus Fig. 3 ersichtlich ist, in der zur Verbesserung der Übersichtlichkeit in diesem radialen Bereich lediglich die Armierung 23 veranschaulicht ist, wird der zweite Schenkel des Konsolwinkels 26 durch zwei Führungshülsen 32 gebildet, welche die Führungsbolzen 21 unter Zwischenschaltung von Laufbuchsen 33 mit guten Gleiteigenschaften, beispielsweise aus Polyäthylen, umgreifen. Wie daraus ohne weiteres ersichtlich ist, ist hierdurch der obere Rand 22 des unteren Schusses 6 mit der daran befestigten Armierung 23 vertikal in Richtung der Führungsbolzen 21 beweglich gehalten, seitlich aber an den Führungsbolzen 21 sauber geführt. Wenn sich somit die in Fig. 2 veranschaulichte Seite des Tragwerkes 3 entsprechend dem Schwingungsauschlag des Antennenmastes hebt oder senkt, so können die Führungshülsen 32 an den Führungsbolzen 21 vertikal gleiten und werden keine merklichen Zug- oder Beulkräfte in die Wand des Schusses 6 von dessen oberem Rand 22 her eingeleitet.As can also be seen from FIG. 3, in which only the reinforcement 23 is illustrated in this radial area for the sake of clarity, the second leg of the bracket bracket 26 is formed by two guide sleeves 32, which the guide bolts 21 with good interposition of bushings 33 Grip sliding properties, for example made of polyethylene. As can be easily seen from this, the upper edge 22 of the lower weft 6 with the reinforcement 23 attached to it is thereby held vertically movable in the direction of the guide bolts 21, but is laterally guided cleanly on the guide bolts 21. Thus, if the side of the supporting structure 3 illustrated in FIG. 2 rises or falls in accordance with the oscillation deflection of the antenna mast, the guide sleeves 32 can slide vertically on the guide pin 21 and there are no noticeable tensile or buckling forces in the wall of the shot 6 from the top thereof Edge 22 introduced here.

Die Winkelschiene 16 am unteren Rand des oberen Schusses 6 liegt spiegelbildlich zur Winkelschiene 24 und mit einem horizontalen Schenkel 34 an der unteren Stirnfläche 35 des oberen Schusses 6 an, während der im Winkel hierzu stehende Schenkel 36 an der Innenseite des Schusses 6 umläuft. Wie insbesondere aus Fig. 3 bezüglich der Winkelschiene 24 ersichtlich ist, laufen die Winkelschienen 16 und 24 über zumindest einen großen Teil des Umfangs des unteren Randes 15 bzw. des oberen Randes 22 des jeweiligen Schusses 6, während die Traglasche 14 bzw. der Konsolwinkel 26 nur etwa über die Breite der Stahllasche 12 reichen. In ähnlicher Weise wie die Winkelschiene 24 am oberen Rand 22 ist die Winkelschiene 16 am unteren Rand 15 des zugehörigen Schusses 6 durch Schraubbolzen 37 befestigt, welche die Wand des Schusses 6 aus Hartschaum, insbesondere Polyurethan-Hartschaum, im wesentlichen horizontal durchsetzen und den unteren Rand 15 gegen den Schenkel 36 der Winkelschiene 16 spannen. Damit ist der untere Rand 15 des oberen Schusses 6 starr gegen das Tragwerk 3 festgelegt, wobei die Verbindung zwischen der Winkelschiene 16 und der Traglasche 14 über zu den Schraubbolzen 28 ähnliche Schraubbolzen 38 erfolgt.The angled rail 16 at the lower edge of the upper weft 6 is a mirror image of the angled rail 24 and with a horizontal leg 34 on the lower end face 35 of the upper weft 6, while the angled leg 36 rotates on the inside of the weft 6. As can be seen in particular from FIG. 3 with regard to the angle rail 24, the angle rails 16 and 24 run over at least a large part of the circumference of the lower edge 15 and the upper edge 22 of the respective weft 6, while the support bracket 14 and the bracket angle 26 only reach about the width of the steel plate 12. In a manner similar to the angle rail 24 on the upper edge 22, the angle rail 16 is fastened on the lower edge 15 of the associated weft 6 by means of screw bolts 37 which essentially horizontally penetrate the wall of the weft 6 made of rigid foam, in particular rigid polyurethane foam, and the lower edge 15 clamp against the leg 36 of the angle rail 16. Thus, the lower edge 15 of the upper weft 6 is rigidly fixed against the supporting structure 3, the connection between the angle rail 16 and the supporting bracket 14 being effected by means of bolts 38 similar to the bolts 28.

Um Relativbewegungen zwischen der Armierung 23 und dem Führungsbolzen 21 bzw. dem Tragwerk 3 zu ermöglichen, ist eine Dehn- oder Bewegungsfuge 39 mit einem ausreichend hohen Spalt zwischen der Armierung 23 und der Traglasche 14 an den Stirnflächen 25 und 35 der benachbarten Schüsse 6 vorgesehen. In der Bewegungsfuge 39 ist eine ringförmige Weichdichtung 40 angeordnet, die zur Verbesserung der Übersichtlichkeit in Fig. 2 lediglich durch strichpunktierte Außenumrisse angedeutet ist. Die Weichdichtung 40 besteht beispielsweise aus geschlossenzelligem Neoprenschaum oder einem ähnlichen Werkstoff, der bei geringem Gegendruckanstieg eine Kompressibilität von bis zu etwa 90 Prozent besitzt, also ohne wesentlichen Spannungsaufbau auf ein Zehntel seiner Höhe zusammengedrückt werden kann, damit die Weichdichtung 40 Änderungen der Höhe des Spaltes der Bewegungsfuge 39 folgen kann.In order to enable relative movements between the reinforcement 23 and the guide pin 21 or the support structure 3, an expansion or movement joint 39 with a sufficiently large gap between the reinforcement 23 and the support bracket 14 is provided on the end faces 25 and 35 of the adjacent sections 6. An annular soft seal 40 is arranged in the movement joint 39, which is indicated in FIG. 2 only by dash-dotted outer contours for the sake of clarity. The soft seal 40 consists, for example, of closed-cell neoprene foam or a similar material, which has a compressibility of up to about 90 percent with a slight rise in back pressure, i.e. can be compressed to a tenth of its height without substantial tension build-up, so that the soft seal 40 changes the height of the gap Expansion joint 39 can follow.

Die beiden axialen Enden im Bereich des unteren Randes 15 und des oberen Randes 22 jedes Schusses 6 sind durch Einfaßprofile 41 und 42 abgedeckt, die aus einem verschleißfesten Werkstoff wie glasfaserverstärktem, ungesättigtem Polyester bestehen können. Die Seitenwände der Einfaßprofile 41 uns 42 sind dabei bis in einen Bereich über die Seiten der Ränder 15 und 22 bezogen, der außerhalb des Angriffs irgendwelcher Befestigungs- oder Abdeckmittel liegt.The two axial ends in the region of the lower edge 15 and the upper edge 22 of each weft 6 are covered by border profiles 41 and 42, which can be made of a wear-resistant material such as glass fiber reinforced, unsaturated polyester. The side walls of the Einfaßprofile 41 and 42 are covered up to an area over the sides of the edges 15 and 22, which is outside the attack of any fastening or covering.

Der Bereich jeder Bewegungsfuge 39 zwischen benachbarten Schüssen 6 ist durch ein Abdeckband 43 an seiner Außenseite abgedeckt. Das vollständig an der Außenseite der Bewegungsfuge 39 umlaufende Abdeckband 43 ist dabei zweckmäßig in seinem Oberteil von den Schraubbolzen 37 eingespannt, welche den unteren Rand 15 des oberen Schusses 6 gegen die zugehörige Winkelschiene 16 festlegen, während sein unteres Ende den Kopf der Schraubbolzen 31 übergreift, die den oberen Rand 22 des unteren Schusses 6 gegen die Winkelschiene 24 festlegen. Auf diese Weise ist das untere Ende des Abdeckbandes 43 gleitbeweglich gegenüber dem oberen Rand 22 des unteren Schusses 6 gehalten und kann entlang des entsprechenden Einfaßprofiles 42 gleiten. Selbstverständlich könnte umgekehrt auch die Festlegung am unteren Ende des Abdeckbandes 43 erfolgen und dafür dessen oberes Ende am Einfaßprofil 41 für den unteren Rand 15 des oberen Schusses 6 gleiten. Wie in Fig. 2 veranschaulicht ist, untergreift die benachbarte Seitenwand des unteren Einfaßprofiles 42 das untere Ende des Abdeckbandes 43 um ein solches Maß, in dem Relativbewegungen auftreten können, so daß bei allen vorkommenden Relativbewegungen eine saubere flächige Anlage des unteren Endes oder Randes des Abdeckbandes 43 an einer benachbarten Fläche des Einfaßprofiles 43 gewährleistet ist. Aus montagetechnischen Gründen ist das Abdeckband 43 ähnlich den Schüssen 6 ebenfalls aus Einzelsegmenten aufgebaut, was nicht näher dargestellt ist, wobei die Einzelsegmente mit gefalzten Stoßfugen aneinanderstoßen, die gegenüber den Stoßfugen in den Schüssen 6 versetzt sind. Entsprechend können auch die Einfaßprofile 41 und 42 aus Einzelsegmenten aufgebaut sein.The area of each movement joint 39 between adjacent sections 6 is covered by a masking tape 43 on its outside. The cover band 43 running all the way around on the outside of the movement joint 39 is expediently clamped in its upper part by the screw bolts 37, which fix the lower edge 15 of the upper weft 6 against the associated angle rail 16, while its lower end engages over the head of the screw bolts 31, which fix the upper edge 22 of the lower shot 6 against the angle rail 24. In this way, the lower end of the cover band 43 is slidably held relative to the upper edge 22 of the lower weft 6 and can slide along the corresponding border profile 42. Conversely, of course, the fixing could also take place at the lower end of the cover band 43 and, for this purpose, its upper end slide on the border profile 41 for the lower edge 15 of the upper weft 6. As illustrated in Fig. 2, the adjacent side wall of the lower border profile 42 engages under the lower end of the cover band 43 to such an extent that relative movements can occur, so that with all occurring relative movements a clean flat contact of the lower end or edge of the cover band 43 is ensured on an adjacent surface of the border profile 43. For reasons of assembly technology, the masking tape 43 is likewise constructed from individual segments, similar to the wefts 6, which is not shown in more detail, the individual segments abutting one another with folded butt joints which are offset in the wefts 6 with respect to the butt joints. Correspondingly, the border profiles 41 and 42 can also be constructed from individual segments.

In Fig. 4 ist in einer Fig. 2 entsprechenden Darstellung eine abgewandelte Ausführungsform des Bereiches der Bewegungsfuge zwischen zwei Schüssen veranschaulicht. Der Ausführungsform gemäß Fig. 2 funktionell entsprechende Bauteile sind dabei mit denselben Bezugszeichen wie in Fig. 2, jedoch mit dem Index »a« bezeichnet, so daß die zeichnerische Darstellung gemäß Fig. 4 anhand der Erläuterungen zu den Fig. 2 und 3 weitgehend aus sich selbst heraus verständlich ist. Unterschiede bestehen insofern, als bei der Ausführungsform gemäß Fig. 4 die zylindrischen äußeren Seitenwände der Einfaßprofile 41 und 42a für den unteren Rand 15a bzw. den oberen Rand 22a der vertikal benachbarten Stöße 6a in einer gemeinsamen Ebene liegen, so daß das Abdeckband 43a zylindrische Ausbildung erhält. An der Innenseite des Abdeckbandes 43a liegt ein zusätzliches Dichtungsband 44 an, welches bis in den Anlagebereich an den Einfaßprofilen 41a bzw. 42a reicht und dort eine zusätzliche Abdichtung ergibt. Das Dichtungsband 44 kann beispielsweise aus Neopren bestehen.4 is a modified embodiment in a representation corresponding to FIG. 2 the area of the expansion joint between two shots. Components which correspond to the embodiment according to FIG. 2 are identified by the same reference numerals as in FIG. 2, but with the index “a”, so that the drawing according to FIG. 4 largely excludes the explanations relating to FIGS. 2 and 3 yourself is understandable. Differences exist in that, in the embodiment according to FIG. 4, the cylindrical outer side walls of the border profiles 41 and 42a for the lower edge 15a and the upper edge 22a of the vertically adjacent joints 6a lie in a common plane, so that the cover band 43a is cylindrical receives. On the inside of the cover band 43a, there is an additional sealing band 44, which extends into the contact area on the border profiles 41a and 42a, where it results in an additional seal. The sealing tape 44 can be made of neoprene, for example.

Eine zusätzliche Abdichtung des Spaltbereiches der Bewegungsfuge 39 bzw. 39a ist bei beiden Ausführungsformen durch zusätzliche Dichtungsbänder 45 bzw. 45a an den Rändern der Abdeckbänder 43 bzw. 43a erzielbar, so daß insgesamt selbst ein allmähliches Eindringen von Feuchtigkeit trotz der auftretenden erheblichen Relativbewegung sicher vermieden werden kann.Additional sealing of the gap area of the movement joint 39 or 39a can be achieved in both embodiments by additional sealing tapes 45 or 45a on the edges of the masking tapes 43 or 43a, so that overall a gradual penetration of moisture is reliably avoided despite the considerable relative movement that occurs can.

Ein weiterer Unterschied der Ausführungsform gemäß Fig. 4 zu derjenigen der Fig. 2 besteht darin, daß eine Traglasche 14a zur Abstützung der unteren Stirnfläche 35a des unteren Randes 15a des oberen Schusses 6a im Bodenbereich einer insgesamt mit 46 bezeichneten Stützkonstruktion befestigt ist, welche von einem Schraubbolzen 37a zur Festlegung des unteren Randes 15a des oberen Schusses 6a durchgriffen wird, so daß die Winkelschiene 16 gemäß Fig. 2 entfällt. In der Stützkonstruktion 46 ist wenigstens ein Führungsbolzen 21 a befestigt, insbesondere eingeschweißt, der an seiner Unterseite axial über die Ebene der Traglasche 14a und der Stützkonstruktion 46 hinausragt und dort den Führungsabschnitt für eine Führungshülse 32a mit Kunststoffbuchse 33a bildet, die an einer Armierung 23a des oberen Randes 22a des unteren Schusses 6a vorgesehen ist. Gegenüber der Ausführungsform gemäß Fig. entfällt die untere Winkelschiene 24 dadurch, daß ein Konsolwinkel 26a im einen horizontalen Schenkel die vertikale Führungshülse 32a trägt und mit seinem anderen, der Befestigung am oberen Rand 22a des Schusses 6a dienenden Schenkel 29a, der bei der Ausführungsform gemäß Fig. 4 jedoch vertikal verläuft, von den Befestigungsbolzen 31 a unmittelbar durchgriffen wird. Die im Spaltbereich der Bewegungsfuge 39a angeordnete Weichdichtung 40a liegt daher unmittelbar an der Stirnseite 25a des oberen Randes 22a des unteren Schusses 6a an.A further difference of the embodiment according to FIG. 4 to that of FIG. 2 is that a support bracket 14a for supporting the lower end face 35a of the lower edge 15a of the upper shot 6a is fastened in the bottom region of a support structure, designated overall by 46, which is fastened by a Bolt 37a for fixing the lower edge 15a of the upper shot 6a is penetrated, so that the angle rail 16 according to FIG. 2 is omitted. In the support structure 46, at least one guide pin 21a is fastened, in particular welded, which axially projects on its underside beyond the plane of the support bracket 14a and the support structure 46 and there forms the guide section for a guide sleeve 32a with a plastic bushing 33a, which is attached to a reinforcement 23a of the upper edge 22a of the lower shot 6a is provided. Compared to the embodiment according to FIG. 1, the lower angle rail 24 is omitted in that a bracket angle 26a carries the vertical guide sleeve 32a in one horizontal leg and with its other leg 29a, which is used for fastening to the upper edge 22a of the weft 6a, which in the embodiment according to FIG 4, however, runs vertically, is directly penetrated by the fastening bolts 31 a. The soft seal 40a arranged in the gap area of the movement joint 39a therefore lies directly against the end face 25a of the upper edge 22a of the lower weft 6a.

Die Stützkonstruktion 46 ist in nicht näher dargestellter Weise an einer Konsole 10 oder dergleichen befestigt, und daher gegen den Antennenmast 2 festgelegt, während der obere Rand 22a des unteren Schusses 6a mit seiner Armierung 23a unter Verkleinerung oder Vergrößerung der Spalthöhe der Dehnungsfuge 39a gegenüber dem unteren Rand 15a des oberen Schusses 6a beweglich ist, wobei die Führungshülse 32a am Führungsbolzen 21 a gleitet.The support structure 46 is fastened in a manner not shown to a bracket 10 or the like, and is therefore fixed against the antenna mast 2, while the upper edge 22a of the lower section 6a with its reinforcement 23a while reducing or increasing the gap height of the expansion joint 39a compared to the lower one Edge 15a of the upper shot 6a is movable, the guide sleeve 32a sliding on the guide pin 21a.

Wie die vorstehende Beschreibung zeigt, sind an den veranschaulichten Ausführungsbeispielen Abänderungen und Abwandlungen möglich, ohne den Rahmen der Erfindung zu verlassen. So kann beispielsweise in kinematischer Umkehrung die Führungshülse 32 oder 32a dem Tragwerk 3 zugeordnet werden, während eine entsprechender Führungsbolzen 21 oder 21a umgekehrt der Armierung 23 oder 23a zugeordnet wird. Sofern das Hartschaummaterial der Schüsse 6a Zugbelastungen ähnlich gut wie Druckbelastungen aufnehmen kann, wäre darüber hinaus auch möglich, den oberen Rand 22 bzw. 22a jedes Schusses 6 bzw. 6a am Tragwerk 3 festzulegen und statt dessen in entsprechender Weise den unteren Rand 15 bzw. 15a beweglich zu halten. Wesentlich ist in jedem Falle, daß keine beidseitige starre Festlegung des Schusses 6 bzw. 6a am benachbarten Schuß oder am Tragwerk 3 bzw. 3a erfolgt, so daß die geschilderten Relativbewegungen der einzelnen Schüsse 6 bzw. 6a gegeneinander und gegenüber den zugeordneten Tragwerken 3 möglich sind, um im Umfange dieser auftretenden Relativbewegungen einen Spannungsausbau im Material der Schüsse 6 bzw. 6a zu vermeiden.As the above description shows, changes and modifications are possible in the illustrated exemplary embodiments without departing from the scope of the invention. For example, in kinematic reversal, the guide sleeve 32 or 32a can be assigned to the supporting structure 3, while a corresponding guide pin 21 or 21a, conversely, is assigned to the reinforcement 23 or 23a. If the hard foam material of the shots 6a can absorb tensile loads as well as compressive loads, it would also be possible to fix the upper edge 22 or 22a of each shot 6 or 6a on the supporting structure 3 and instead the lower edge 15 or 15a in a corresponding manner keep agile. It is essential in any case that there is no rigid fixing of the weft 6 or 6a on both sides to the adjacent weft or to the supporting structure 3 or 3a, so that the described relative movements of the individual wefts 6 or 6a relative to one another and relative to the associated supporting structures 3 are possible in order to avoid an expansion of tension in the material of the shots 6 and 6a in the scope of these relative movements.

Claims (9)

1. Tower-like sheathing (4; 4a) for protecting radio installations with a mast (2), especially antennas, against the influences of weather, with a multiplicity of sleeve-shaped sections (6; 6a) consisting of rigid foam material, especially based on polyurethane, which are arranged above one another coaxially to the mast (2) and which are supported against the mast (2), in several planes lying above one another, by means of supporting frameworks (3) fastened to the mast (2), characterised in that
a) each section (6; 6a) is separated from the adjacent section located above or below it by means of a movement joint (39; 39a),
b) each section (6; 6a) is fastened rigidly at one of its ends, preferably at its lower edge (15; 15a), to one of the supporting frameworks (3) and is retained so as to be axially movable at its other end, preferably at its upper edge (22; 22a),
c) the edge (22; 22a) of the axially movable end of each section (6; 6a) is bordered by a bordering profile (42; 42a) made of wear-resistant material and is provided with a reinforcement (23; 23a), by means of which the axially movable end is guided in a transverse direction relative to the axis (9) of the mast (2) so as to be secured in position on the supporting framework (3), and
d) the movement joint (39; 39a) is covered at least on its outside by a covering strip (43; 43a), in particular made of glass fibre-reinforced unsaturated polyester.
2. Sheathing according to claim 1, characterised in that the movement joint (39; 39a) is bridged by at least on soft gasket (40; 40a), in particular consisting of closed-cell neoprene foam, between end faces (25; 25a or 35; 35a) at the edges (15; 15a or 22; 22a), movable relative to one another, of the adjacent sections (6; 6a).
3. Sheathing according to claim 1 or 2, characterised in that at least the outer side wall of the bordering profile (42; 42a) engages under at least the slideable adjacent edge of the covering strip (43; 43a).
4. Sheathing according to one of claims 1 to 3, characterised in that a strip gasket (45; 45a) parallel to the edge is provided at each of the lateral edges of the covering strip (43; 43a).
5. Sheathing according to one of claims 1 to 4, characterised in that the covering strip (43; 43a) consists of a multiplicity of individual segment- shaped covering panels which butt against one another by means of preferably rebated joints.
6. Sheathing according to claim 5, characterised in that the joints of the covering panels are arranged offset relative to joints between individual segments of the sections (6; 6a).
7. Sheathing according to one of claims 1 to 6, characterised in that at least one vertical guide bolt (21; 21a) is fastened to the supporting framework (3) supporting the upper section (6; 6a), and the reinforcement (23; 23a) fastened to the upper edge (22; 22a) of the lower section (6; 6a) is mounted slideably on the said guide bolt.
8. Sheathing according to claim 7, characterised in that the reinforcement (23; 23a) has a guide sleeve (32; 32a) which engages around the guide bolt (21; 21 a).
9. Sheathing according to claim 8, characterised in that the guide sleeve (32; 32a) is lined with a bush (33; 33a) , in particular consisting of plastic, such as polyethylene.
EP80107282A 1979-12-21 1980-11-21 Tower shaped shielding for radio-engineering systems Expired EP0031039B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT80107282T ATE12856T1 (en) 1979-12-21 1980-11-21 TOWER-LIKE COVERING FOR RADIO EQUIPMENT.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE2951590 1979-12-21
DE19792951590 DE2951590A1 (en) 1979-12-21 1979-12-21 Protective cladding for vertical antenna mast - comprises sleeves flexibly joined to one another to withstand wind load
DE3024505 1980-06-28
DE19803024505 DE3024505A1 (en) 1980-06-28 1980-06-28 Protective cladding for vertical antenna mast - comprises sleeves flexibly joined to one another to withstand wind load

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP84102934.1 Division-Into 1980-11-21

Publications (2)

Publication Number Publication Date
EP0031039A1 EP0031039A1 (en) 1981-07-01
EP0031039B1 true EP0031039B1 (en) 1985-04-17

Family

ID=25782554

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Application Number Title Priority Date Filing Date
EP80107282A Expired EP0031039B1 (en) 1979-12-21 1980-11-21 Tower shaped shielding for radio-engineering systems
EP84102934A Ceased EP0131682A1 (en) 1979-12-21 1980-11-21 Cover for a radio antenna

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP84102934A Ceased EP0131682A1 (en) 1979-12-21 1980-11-21 Cover for a radio antenna

Country Status (6)

Country Link
US (1) US4377812A (en)
EP (2) EP0031039B1 (en)
CA (1) CA1144630A (en)
DE (1) DE3070528D1 (en)
DK (1) DK543280A (en)
NO (1) NO154140C (en)

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KR101088491B1 (en) 2006-10-02 2011-11-30 보레알리스 테크놀로지 오와이. Polyolefin Composition with Increased Resistance to ClO2-Containing Water

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Also Published As

Publication number Publication date
DK543280A (en) 1981-06-22
CA1144630A (en) 1983-04-12
NO154140C (en) 1986-07-23
EP0031039A1 (en) 1981-07-01
DE3070528D1 (en) 1985-05-23
NO154140B (en) 1986-04-14
NO803814L (en) 1981-06-22
EP0131682A1 (en) 1985-01-23
US4377812A (en) 1983-03-22

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