EP3387198B1 - Dôme gonflable à fenêtres - Google Patents

Dôme gonflable à fenêtres Download PDF

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Publication number
EP3387198B1
EP3387198B1 EP16829071.6A EP16829071A EP3387198B1 EP 3387198 B1 EP3387198 B1 EP 3387198B1 EP 16829071 A EP16829071 A EP 16829071A EP 3387198 B1 EP3387198 B1 EP 3387198B1
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EP
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Prior art keywords
membrane
keder
air dome
air
profile
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EP16829071.6A
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German (de)
English (en)
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EP3387198A2 (fr
EP3387198B8 (fr
Inventor
Klaus Ming
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Ming Nikolaus
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Individual
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00Tents or canopies, in general
    • E04H15/20Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
    • E04H15/22Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure supported by air pressure inside the tent
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B1/3205Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00Tents or canopies, in general
    • E04H15/32Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/64Tent or canopy cover fastenings
    • E04H15/642Tent or canopy cover fastenings with covers held by elongated fixing members locking in longitudinal recesses of a frame
    • E04H15/644Tent or canopy cover fastenings with covers held by elongated fixing members locking in longitudinal recesses of a frame the fixing members being a beading
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00Tents or canopies, in general
    • E04H15/20Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
    • E04H2015/207Tents specially designed for insulation

Definitions

  • Air domes offer striking advantages for various applications, namely as roofing for outdoor swimming pools, as tennis halls, warehouses, commercial halls and temporary halls for events of all kinds. They consist of a dome-shaped shell made of a textile-reinforced plastic membrane, which is anchored to the ground at its edges and there are sealed against the spanned interior. With air blowers, an overpressure is generated inside compared to the atmosphere, which inflates the membrane and keeps it stable in this position. Only a small and imperceptible pressure difference to the atmosphere is necessary for this, because only the weight of the membrane and any wind and snow loads have to be borne. This usually corresponds to a load of approx. 25 to 35 kg/m 2 .
  • the outer shell usually consists of a fabric-reinforced plastic membrane of the highest quality, mostly translucent.
  • the outer shell is the actual static membrane, which has to absorb wind and snow loads and is impregnated against UV radiation and dirt.
  • the one- to multi-layer intermediate layers with enclosed air pockets are installed primarily as insulation layers. They are intended to improve the heat transfer value of the hall in the direction of insulation.
  • the innermost membrane forms the end of the two- to multi-layer air envelopes. It is designed in white for light reflection.
  • a darker color e.g. green or blue
  • a height of at least 3m so that the tennis balls are easier to see for the tennis players.
  • temporary structures or movable structures air domes fall under a special category DIN standard. They can be easily dismantled and relocated when needed, unlike a permanent structure.
  • the heating costs make up about 1/6 of the construction costs, ie they made up CHF 81,000 for winter 2004/2005 and CHF 86,000 for winter 2005/2006 with a 2x2 layered membrane, the heat requirement and thus the costs for the natural gas should be reduced by about 30%.
  • a crucial component is the membrane of the air dome.
  • the roof can be constructed with 2x2 membranes, which results in a U-value of around 1.1 W/m 2 K.
  • the additional price for the best construction definitely makes sense in view of the high follow-up costs due to energy consumption.
  • a certain permeability of the film for solar radiation is to be rated positively. The g-value is estimated to be 0.1 (0.07 to 0.2).
  • This door and window front is arranged within the frame construction and occupies part of it, while a membrane adjoins the outer edge of the doors and windows and extends to the edge of the frame construction (FIG. 7a).
  • This outer membrane is cut out around the doors and windows and its outer edge is held in the grooves or pockets in the profile of the framework (col. 9, lines 50ff).
  • a purpose-built airlock is positioned where a doorway or large full-height window is intended in the final structure, and the flaps associated with the mother membrane are attached Moldings nailed around the inner airlock door frame. In this way, an air transition section is formed.
  • WO 2009/073000 A1 shows a sidewall system for an airborne structure erected on a foundation.
  • the structure includes a fabric which, when air is pumped underneath, rises above the foundation and forms a roof for the structure.
  • the system consists of a multitude of panels distributed around a perimeter of the structure. A lower end of each of these panels is fixed to the foundation and movable relative thereto.
  • the fabric is attached to the opposite end of each panel.
  • Each panel is attached to the foundation with an anchor so that when air lifts the roof off the foundation, the panel can be lifted up from the foundation.
  • An outer edge of the fabric is attached to the opposite end of each panel to allow the fabric to lift the panels off the foundation when the fabric is lifted by air being pumped beneath it to raise the roof of the structure.
  • EP 0 091 494 A1 (HUENNEBECK GMBH [DE], published on October 19, 1983 discloses a groove profile for tent constructions. Two pairs of undercut grooves, each lying in one plane and opening in opposite directions, are formed on a base body. There is also a further undercut groove in the base body, the opening of which is at an angle to the openings of the other grooves.Tent sheets with intersecting planes, for example planes running at right angles to one another, can then be hung in the groove profile so that the tent sheets do not have to be angled.
  • the object of the present invention is to at least partially flood an air dome with daylight in order to create an ambience inside the air dome and an atmospheric and visible connection with the outside world that is greater than previously known, firstly as required window fronts that reach down to the lower edge and, secondly, if necessary, should offer window fronts that extend over the entire length or width of the air dome.
  • This air dome should be able to be erected more quickly and with far less manpower than before, and it should be dismantled just as quickly and easily if necessary and easily transported and stored.
  • Another object of the invention is to improve the acoustics inside the air dome with a special design of this air dome and thereby create a more pleasant atmosphere.
  • an air dome with at least one membrane made of plastic film material, enclosing a frame construction which is connected to the adjacent membrane material and in this frame construction a window front made of at least one transparent or translucent film or a solid or flexible one of the same type Plate is installed, and is characterized in that the membrane and the built-in frame structure with window front are erected together solely by blowing air.
  • the membrane to be supported by air pressure is welded together airtight and firmly from several membrane strips overlapping at the edge to form a 2-3-part membrane.
  • the 2-3 membrane parts are screwed together using clamping plates.
  • the screwed-together membrane is then connected to foundations or ground anchors all around with its edge.
  • This membrane of a conventional air dome forms a continuous, smooth surface on the inside and outside and it is not possible to do anything on the inside fasten, except by means of an adhesive. This also makes it impossible to apply conventional thermal insulation.
  • the air domes according to the invention have very special equipment for retaining their heat inside the air dome.
  • Their foils or membranes are equipped with a heat- reflecting material for thermal building insulation.
  • this heat- reflecting material is inserted in the form of mats, which are cut to size from a roll, on the inside of the membrane, for example in matrix-like, flat pockets that are welded onto the membrane.
  • the bags are closed as airtight as possible, for example by means of a weld or a zipper.
  • the entire membrane is almost completely covered by these heat reflection mats, which are invisibly stuck in the pockets.
  • the membranes are advantageously constructed in a new way compared to those of conventional air domes, namely from several membrane strips which are connected to one another along their long sides by means of piping and piping connection profiles to form a whole membrane.
  • this is faster, requires far less staff and also offers the advantage that the membrane can be easily dismantled again, so that the air dome can also be dismantled, moved and reassembled elsewhere much more easily.
  • the individual foil webs are equipped with special pockets for insertion, as will be shown and explained later.
  • a strip foundation 23 made of concrete running around the hall is simply erected, which runs lengthwise around the air dome to be created. These concrete elements can be embedded in a prepared trench in successive sections.
  • a Halfen rail 26 is fastened to this strip foundation 23 and is welded to an anchor steel 27 cast into the concrete, as shown in FIG figure 1 shown.
  • the membrane strips 8, which then reach down to the ground, are inserted with their end piping 5 from the front or end side into the receiving groove 30 of this anchoring profile 22, as shown by the arrow. This creates a traction and airtight connection.
  • the individual membrane strips 8 are connected to one another along their longitudinal edges, which are also equipped with welts, by means of a number of connecting profiles, so that a complete membrane is formed from a large number of such membrane strips 8 lying next to one another.
  • the anchor profiles 22 are specially designed so that they can be inserted into the open-topped HALFEN rails 26 with a pivoting movement, as this pivoting movement is indicated by arrows inside the HALFEN rail 26 .
  • the two lower shoulders 28 of the anchor profile 22 hang on the undersides of the two wings 29 of the Halfen rail 26 .
  • a slight overpressure relative to the atmosphere is then generated by means of one or more blowers. Due to this overpressure, the membrane rises towards the top and is inflated and held stable in this position by the slight overpressure. In the process, the membrane is tightly clamped in relation to the concrete strip foundation 23, to which the membrane is connected in a traction-locked manner.
  • a single membrane strip 8 is shown in a position as if it were installed in a hall membrane. So it stretches from the ground over the zenith of the hall to the ground on the other side. Thus, for example, it measures 42 meters in length if it is to span the length of a tennis court. Its width measures approx. 3 to 5 meters depending on the version. It is double-layered and thus forms a pocket. A heat-reflection mat is inserted into this pocket, such as will be described in more detail later. Such mats are roll material that is available in widths of 2.5 meters, for example, with a thickness of approx. 25mm.
  • a strip 2.5m x 42m in length can be placed in the pocket of a membrane strip, or two such heat reflective mats, slightly overlapping along their longitudinal edge, can be slid into its pocket along the full length of the membrane strip.
  • the double-layer membrane strip is welded on three sides, and one long side is initially left open so that a pocket is formed. This allows a strip of heat-reflecting foil to be inserted over the entire length of the membrane strip. The opening of the pocket in the membrane strip is then welded so that the membrane strip is tightly closed all around, and then several membrane strips are connected to one another by means of connecting profiles with the piping present along their edges.
  • the figure 3 shows a cross section at point AA of the membrane strip 8, from which it can be seen that the two strips 8 overlap along their longitudinal edge, so that a heat-reflecting film always extends continuously between the inside and outside over the assembled membrane strips.
  • a piping 5 with a foil section 6 is welded on top.
  • the membrane strip 8 on the right lies with its longitudinal edge over the longitudinal edge of the membrane strip 8 on the left. Its edge ends in a section 7, which is guided over the welt 5 and around it.
  • a connecting profile 1 is pushed over the piping 5, and thus a tensile connection is created transversely between these two membrane strips 8.
  • the heat reflection mats 13 can be seen inside the two membrane strips 8.
  • the membrane strip 8 directly forms the outer membrane, made of a material as is conventional for the requirements of an outer membrane, and weighs around 1 kg/m 2 , and the inner membrane could in principle be made thinner. But because it lies on the ground during the construction of the hall, it must be at least tear-resistant enough, with a weight of around 500 to 600 grams/m 2 . It is impregnated to prevent fungal and mildew growth and both membranes are also impregnated to repel dirt, as is traditional practice. A pocket for the heat reflection mat 13 is formed between these two membranes.
  • the piping is directed downwards, i.e. towards the interior of the hall, and the connecting profiles are attached to the underside of the inner membrane.
  • These profiles can be specially designed with a groove on their lower side, in which, for example, lighting fixtures, nets, partitions, curtains, etc. can be hung.
  • the inner membranes are perforated, which means that efficient noise protection is achieved. The sound that is generated by hitting the ball in indoor tennis courts, for example, or the sound in swimming pools, where it is regularly loud, is effectively broken on the perforated inner membrane and a far more pleasant sound climate is achieved.
  • the figure 5 shows the section along the line BB in figure 2 .
  • the double-layer membrane strip 8 is brought together at the lower section directed towards the ground and thus ends in a flat flap 24 . This is then folded on the inside of the hall and lies on the floor.
  • a welt 5 welded on can be seen on the outside of the outer membrane 8. This serves to connect it to the ground. It is inserted into a profile that forms an anchor rail on a strip foundation.
  • the figure 6 shows an overlap in a perspective view.
  • the membrane strip 8 on the left in the picture is overlapped by the membrane strip 8 on the right side of the picture.
  • This membrane strip on the right ends in a single-layer film that is guided over the welt 5 and snugly encompasses it and extends a little further beyond the welt 5 . Prepared in this way, a connecting profile can be pushed over the piping 5.
  • Fig. 12 shows, in a schematic representation, a number of membrane strips 8 arranged one next to the other.
  • they advantageously extend along the tennis courts and thus span them transversely to the direction in which the tennis nets run on the courts.
  • connection profile 1 is shown. This is formed by an extruded aluminum profile, which forms a groove 4 as a piping frame 2 on each of its two longitudinal sides.
  • each such piping mount 2 is formed by a tube which has a longitudinal slit or a groove 4 so that the tube circumference only extends by approximately 270°.
  • the two openings or grooves 4 in the two piping mounts 2 are directed outwards away from one another, and the two tubes are connected to one another in one piece by a connecting web 3 .
  • connection profiles 1 are used, each with a length of approx. 30 cm to 50 cm.
  • the foil webs 8 with their pocket 12 that can be connected with such connecting profiles 1 are equipped with welts 5 along their longitudinal edges.
  • these piping 5 are, for example, as in figure 9 shown as a one-piece plastic round profiles with a radially projecting extension 6 running.
  • a two-layer film 8 is separated along its edge into two tabs 7 which enclose the extension 6 on both sides and are firmly welded to it. This creates a connection between the piping 5 and the film web 8 that is friction-locked.
  • the edge of a film web 8 can also be welded onto just one side of the extension 6, in which case the introduction of force is then not entirely symmetrical.
  • a round rubber profile 11 can be used as a welt 5, which is surrounded by a foil 10, the foil 10 then ending in two edge sections 9, as in FIG figure 10 shown.
  • These two edge sections 9 can accommodate a film web 8 with its pocket 12 along its longitudinal edge on both sides and they are firmly welded to the film web 8 on both sides with the edge area of the film web 8 . In this way, too, a tension-locked connection is produced transversely to the piping 5 .
  • connection profiles 1 are pushed in the longitudinal direction of the foil webs 8 over their piping 5, one after the other.
  • the slits created between the individual connecting profiles 1 that follow one another also allow a membrane created in this way to be curved by a relatively small radius.
  • the slots between the successive connecting profiles 1 can be closed by means of an elastic sealant.
  • the longest possible connection profile sections are used. Depending on the wall thickness of the profile, they can be bent by a radius that allows a whole membrane dome to be created from one side to the other with just a few profile sections.
  • Such a film web 8 of a tennis hall which spans the courts in the longitudinal direction, is approximately 42 m long.
  • a few easily transportable connecting profile sections are sufficient, for example 3 x 14m long sections, or 4 x 10.5m or 6 x 7m long sections.
  • FIG 12 an alternative way of connecting two adjacent film webs 8 is shown.
  • the foil web 8 on the left in the picture is equipped with a welt 5 .
  • the film web 8 on the right is wrapped with its longitudinal area around the piping 5 of the other film web 8 and then a connection profile 1 is over the order 90° upright piping as shown.
  • the individual connecting profiles 1 measure, for example, approximately 30 to 50 cm and can therefore be pushed open by a single fitter. Optionally, longer profile sections can also be used, up to the maximum transportable length.
  • connection profiles 1 are pushed in the longitudinal direction of the foil webs over their piping 5, one after the other.
  • the slits created between the individual connecting profiles 1 following one another also allow the membrane to be curved by a relatively small radius. These slots can be sealed with an elastic sealant.
  • the figure 14 shows two foil webs 8, which are connected with connection profiles 1.
  • the foil webs 8 are conventional textile-reinforced plastic foils, ideally 3 to 5 meters wide. They can be transported to the site in rolls, in lengths of 42m, for example, to form a full length of dome in one piece. If they are transported in shorter sections, they can be welded together on the building site in a conventional manner by slightly overlapping by a few cm to achieve the required length.
  • These film webs 8 are now equipped with pockets 12 as a special feature.
  • pockets 12 extend across the width of the foil webs 8 between the welts 5, so they are approximately 3 m to 5 m wide, and they are slightly deeper than 1.5 m to 2.5 m, so that after inserting a 1.5 m or 2.5 m wide mat free edge is formed, which can be equipped with Velcro fasteners on the inside of the open side of the pockets. Below and on the side, the pockets are firmly welded to the film web 8 or riveted or glued to the same. Heat reflection mats 13 of the same dimensions are inserted into these pockets, ie mats 1.5 m to 2.5 m wide and 3 m to 5 m long. Of course, the pockets 12 and the heat reflection mats 13 to be inserted into them can also be made smaller.
  • heat reflection mats are known, for example, as Lu.po.Therm B2+8 and are available from LSP GmbH, Harmonring 1, A-5144 Handenberg. They are supplied in rolls with a width of 1.5m or 2.5m and can be cut from these rolls into sections 13, in this case to the respective width of the foil webs 8, while the pockets 12 are designed with their depth to the width of the rolls. These multi-layer heat reflection mats are available in designs up to 12cm thick.
  • These heat reflection mats are preferably installed in a 3 cm thick version in a tennis hall. They are welded all around, just for fixing, so not tight and tight. A grid perforation with T-end threads results in the diffusion-open outside. This means that dew point degassing is already installed.
  • a suitable product is, for example, Lu.Po Therm B2+8 thermal insulation or any other mat with similar properties technical and mechanical properties in the field of heat reflection. Lu.Po Therm B2+8 is well suited because it is thin, simply bendable and flexible. Because these heat reflection mats are highly flexible, installing them in corners and contours is not a problem. They are not hygroscopic and therefore provide consistent reflective performance.
  • Such an air dome is preferably built with a double-layered membrane with an insert of a heat-reflecting material for thermal building insulation in pockets 12 on the inside of the inner membrane.
  • a multi-layer hybrid insulation mat with integrated, energy-efficient IR-reflecting aluminum foil is used as a heat reflection mat.
  • Two to eight layers of absorption-reducing air cushion foil result in the convective distances due to the enclosed air in the nubs and thus an optimal convective effect. This reduces the transmission heat losses.
  • the heat reflection mats 13 contain up to five layers of metalized foils for highly effective infrared reflection, with low intrinsic emissions. In addition, there is highly effective shielding against high-frequency radiation, waves and fields.
  • the figure 15 shows a film web 8 with a single pocket 12.
  • a heat-reflection mat 13 is pushed into this on the open side, so that it completely fills the pocket 12.
  • the opening of the pockets 12 can be equipped with zip fasteners 14 so that the pockets 12 can be closed almost airtight after the heat reflection mats 13 have been inserted. Instead of using zippers 14 to close the bags, they can also be welded airtight.
  • the pockets 12 are arranged in a row next to one another or in a matrix with several rows of pockets. Each is fitted with a heat reflection mat 13 in this way.
  • the air domes which are equipped with such special heat reflection mats 13, which then cover practically the entire membrane surface inside or outside in pockets 12, achieve a far better overall U-value than before, namely below 1.0 W/m 2 K.
  • special acoustic membranes can also be used as inner membranes, which are also pushed into the pockets 12. This allows the hall acoustics to be adapted to different floors and adjusted in such a way that they are perceived as pleasant.
  • the inner membrane in the hall perforated for this purpose, breaks up and in this case the noise. In tennis halls, the impact noise is largely absorbed. The result is much more pleasant acoustics than previously in indoor tennis courts.
  • the individual foil webs 8 can be connected by means of the connecting profiles 1 and their piping 5 along their longitudinal edges with a tensile force fit until the entire membrane is assembled in this way on the building site and lies on the ground.
  • the connection profiles according to the type in figure 8 shown can be arranged both on the inside or on the outside of the membrane. The outer edges of the created membrane are then tightly connected to the floor or window frames. In any case, if the film webs 8 are connected in this manner with a sealing connection profiles 1 for piping 5, there are no clamping plate screw connections, which are comparatively much more complex to assemble.
  • the figure 16 shows an air dome for two tennis courts in a side view extending along the long sides of the tennis courts.
  • a window front This consists of a skeleton of window frame profiles 15 to 18 and is assembled on the construction site, with the bottom row being equipped with, for example, transparent plastic foils, so-called ETFE foils, which are equipped with piping seams all around and only in the Window frame profiles 15 to 18 must be inserted.
  • ETFE foils instead of ETFE foils, other transparent or translucent foils or similar rigid or flexible panels can be installed, which are preferably equipped with piping at their edges for assembly.
  • Transparent or translucent foils ie ETFE foils, plastic foils or membrane foils, which can bulge outwards, are suitable for movable or flexible window fronts.
  • transparent or translucent solid or flexible ones can also be used Plates are installed, such as glass plates, acrylic plates, acrylic multi-wall sheets, polycarbonate plates, polycarbonate multi-wall sheets or plates or multi-wall sheet slats made of polyester or Plexiglas.
  • the window fronts can be provided with paneling made of wood materials, such as those in the form of slat roller blinds or in the form of pivoting or sliding window shutters, so that the window fronts can be covered on the outside as required.
  • the height of the lowest row of windows here is around 5.2 meters, and the width of these windows is 5 meters. So they are almost square in shape. If further intermediate struts are used, it is also possible to equip them with shatterproof window glass.
  • the two profile struts 18 are initially set steeply at the outer ends and left standing loose.
  • the respective outermost sheet of film 8 of the assembled membrane is in turn fastened to them from the bottom upwards via a piping connection. From the upper end of these outermost profile struts 18, the film web 8 still runs loosely and rests on the floor in the middle, and at the other end it is again connected in the same way to the loose outermost profile 18 there. It extends here over almost 42 meters.
  • the membrane which is otherwise anchored on both sides in a conventional manner in a direction perpendicular to the plane of the drawing, is inflated by activating the fan and blowing air into the interior. She begins to swell and rise.
  • the outer struts 25 gradually assume the positions shown in figure 18 and they are then firmly connected to the upper corners of the profile wall that is already in place and also anchored to the ground below, braced outwards as obliquely arranged struts 25 in order to absorb the increased internal pressure, as in figure 27 shown.
  • the figure 19 shows this tennis hall in a floor plan, with the two spanned tennis courts with their field markings 20 and nets 21 drawn in.
  • the hall thus has a square floor plan with a side length of 36 meters.
  • the window fronts extend along the long sides of the tennis courts, so that they are far less likely to be hit by balls than the transverse sides of the tennis courts.
  • FIG 20 a tennis hall for three tennis courts is shown. Again, the 36 meter long window front extends along the long sides of the tennis courts, as can be seen from the floor plan in figure 21 recognizes, and those sides of the air dome where the membrane reaches to the ground then measure 53.9 meters.
  • the figure 22 shows the profile wall of this tennis hall with the formed windows 5 meters wide and 9 meters high, and in figure 23 this tennis hall is shown in a bird's eye view. Unlike traditional air domes, this dome features a barrel-shaped roof, rather than a single-zenith dome that extends steadily to the ground on all sides.
  • the figure 24 shows another version, here based on the floor plan. It is designed for two tennis courts and measures 36m x 36m.
  • figure 25 it is shown in a view from the side that runs along the head sides of the tennis courts, the nets 21 of the tennis courts being drawn inside the hall.
  • this air dome On the left and right, this air dome has vertical 3.5 m high closing surfaces with windows, from the upper edge of which the membrane is attached to the profiles 16 with its piping. From profile 16, the membrane then rises obliquely up to the 9m high ridge.
  • the figure 26 shows this air dome seen from a window front.
  • the individual windows are 5m long and 3.5m high, and the outermost ones are approximately equilateral triangles, and the whole window front measures 36m in length.
  • the figure 27 shows this tennis hall in a perspective view and gives a better idea of the advantages such a window front offers for the ambiance.
  • the frame for the window is braced outwards with the struts 25 arranged at an oblique angle in order to absorb the increased internal pressure.
  • a tennis air dome with a continuous window front on both sides is flooded with daylight and offers a incomparable playing atmosphere compared to a conventional tennis air dome. From the outside, the air dome appears lighter and stylistically more convincing, less voluminous and more dynamic.
  • figure 28 finally shows the view from the inside across a tennis court to the outside.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Fluid Mechanics (AREA)
  • Tents Or Canopies (AREA)
  • Building Environments (AREA)

Claims (15)

  1. Dôme d'air avec au moins une membrane en feuille de matière plastique, avec une construction de cadre (15, 16, 17, 18) qui est reliée au matériau de membrane adjacent, et dans laquelle construction de cadre (15, 16, 17, 18) est incorporée une façade de fenêtre constituée d'au moins une feuille transparente ou translucide ou d'une plaque rigide ou flexible du même type, caractérisée en ce que la membrane et la construction de cadre avec façade de fenêtre incorporée peuvent être érigées ensemble uniquement par soufflage d'air.
  2. Dôme d'air selon la revendication 1, caractérisé en ce que les fenêtres installées dans une construction de cadre forment un front de fenêtre qui s'étend depuis le bord inférieur du dôme d'air sur une hauteur de plusieurs mètres et qui peut être exécuté dans sa longueur sur tout le côté longitudinal ou transversal du dôme d'air.
  3. Dôme aérien selon l'une des revendications précédentes, caractérisé en ce que la feuille transparente ou translucide est une feuille d'ETFE (Ethylen-Tetrafluor-Ethylen), une feuille de plastique ou une feuille de membrane, ou la feuille transparente ou translucide rigide ou flexible est une feuille de verre, une feuille acrylique, une feuille de bande acrylique, une feuille de polycarbonate, une feuille de bande de polycarbonate ou une feuille ou une feuille de bande de polyester ou de plexiglas, et en ce que la structure de cadre (15, 16, 17, 18) est serrée contre l'extérieur au moyen d'entretoises (25) disposées selon un angle oblique.
  4. Dôme d'air porteur selon l'une des revendications précédentes, caractérisé en ce qu'il présente sur au moins un côté longitudinal ou transversal une construction de cadre avec un profilé de cadre (15) le long d'une fondation en bande (23), au moins un profilé de cadre horizontal (16) s'étendant au-dessus avec une rainure sur son côté supérieur, pour l'insertion d'un keder (5) d'une bande de feuille (8) contiguë en haut, et une rainure sur sa face inférieure pour l'insertion du keder (5) sur une feuille transparente ou translucide contiguë en bas, ou sur un panneau également rigide ou flexible, ainsi qu'avec des profilés de cadre verticaux (17) servant d'entretoises, avec des rainures des deux côtés pour l'insertion de la tuyauterie (5) sur les bords latéraux du film transparent ou translucide ou du même panneau fixe ou flexible, et en ce que des entretoises de support (18) disposées en oblique sont installées sur les deux côtés frontaux de la façade de fenêtre ainsi montée, avec des rainures des deux côtés pour l'insertion de la tuyauterie (5) du film de fenêtre adjacent à l'intérieur et de la bande de film (8) adjacente à l'extérieur.
  5. Dôme d'air selon l'une des revendications précédentes, caractérisé en ce qu'une pluralité de bandes de membrane (8) sont reliées le long de leurs bords longitudinaux, par l'intermédiaire d'au moins un keder, à un profilé de raccordement de keder (1) avec un profilé de montage de keder, de manière à former une membrane.
  6. Dôme d'air selon la revendication 5, caractérisé en ce que la membrane forme un dôme ou un toit en forme de tonneau, ou en ce que les plusieurs bandes de membrane (8) sont perforées pour l'intérieur du dôme d'air, pour provoquer une réfraction du son et ainsi améliorer l'acoustique du son à l'intérieur du dôme.
  7. Dôme d'air porteur selon l'une des revendications 5 à 6, caractérisé en ce qu'une membrane extérieure et une membrane intérieure sont réalisées à partir de bandes de membrane (8) qui sont chacune réalisées en double couche, une couche formant la membrane extérieure et l'autre couche formant la membrane intérieure, ces membranes étant soudées sur tout leur pourtour et étant pourvues d'un conduit sur au moins un côté longitudinal, de sorte que plusieurs bandes de membrane (8) sont reliées par traction le long de leur côté longitudinal au moyen d'un profilé de liaison de napperon (1) qui entoure le napperon avec un profilé de réglage de napperon, et la zone de bordure de la bande de membrane (8) adjacente entoure ce napperon (5) en le recouvrant, un ou plusieurs profilés de liaison de napperon (1) avec un réglage de napperon étant poussés sur le napperon (5).
  8. Dôme d'air selon l'une des revendications 5 à 7, caractérisé en ce que les bandes de membrane (8) présentent dans leurs zones d'extrémité, à 50 cm à 100 cm de l'extrémité, un tendeur (5) s'étendant transversalement à la bande de membrane (8), au moyen duquel elles sont ancrées à un rail d'ancrage (22) avec un profilé de liaison de tendeur avec un profilé de réglage de tendeur, et le volet (24) formé entre le tendeur (5) et l'extrémité de la bande de membrane (8) est replié vers l'intérieur du hall sur le sol.
  9. Dôme d'air selon l'une des revendications 7 à 8, caractérisé en ce que les bandes de membrane (8) à double couche forment chacune une poche dans laquelle un ou plusieurs tapis de réflexion thermique (13) sont insérés de manière à remplir la poche.
  10. Dôme d'air selon la revendication 9, caractérisé en ce que les membranes extérieure et intérieure sont constituées de bandes de membrane (8) qui se recouvrent partiellement le long de leurs bords longitudinaux, de sorte que les nattes de réflexion thermique (13) insérées dans celles-ci se recouvrent également partiellement et que le dôme, dans la mesure où il est constitué des bandes de membrane (8), est entouré en continu par une natte de réflexion thermique (13).
  11. Dôme d'air selon l'une des revendications 5 à 10, caractérisé en ce que les profilés de liaison (1) à profilé de montage de keder présentent des rainures sur le côté opposé au profilé de montage de keder ou dans les deux parois latérales, pour la suspension d'objets tels que des luminaires, des filets, des rideaux, des cloisons, etc.
  12. Dôme d'air selon l'une des revendications 5 à 11, caractérisé en ce que l'au moins une membrane est équipée sur sa face inférieure, sur toute sa surface, de poches (12) plates, soudées, collées, cousues ou rivetées, disposées en rangées et conçues chacune pour être ouvertes d'un côté, pour l'insertion d'un tapis multicouche réfléchissant la chaleur (13) sous la forme d'un tapis isolant hybride avec des feuilles métallisées ou des feuilles d'aluminium réfléchissant le rayonnement infrarouge, ces ouvertures pouvant chacune être fermée au moyen d'une fermeture auto-agrippante (14) ou d'une fermeture à glissière.
  13. Dôme d'air de support selon l'une quelconque des revendications 9, 10, 12 et 11, si dépendant de l'une quelconque des revendications 9-10, caractérisé en ce que plusieurs couches de feuilles de coussin d'air réduisant l'absorption peuvent être incorporées dans les tapis de réflexion de chaleur (13) dans le but de réduire les pertes de chaleur de transmission.
  14. Procédé de construction d'un dôme d'air selon la revendication 1, dans lequel la structure de cadre (15, 16, 17, 18) est reliée au matériau de membrane adjacent, et une façade de fenêtre d'au moins un film transparent ou translucide ou une telle plaque rigide ou flexible est installée dans la structure de cadre (15, 16, 17, 18), caractérisé en ce que le dôme d'air avec la façade de fenêtre peut être érigé en soufflant de l'air.
  15. Procédé de construction d'un dôme d'air selon la revendication 14, dans lequel la structure de cadre (15, 16, 17, 18) est en outre supportée par des entretoises (25) disposées selon un angle oblique.
EP16829071.6A 2015-12-10 2016-12-12 Dôme gonflable à fenêtres Active EP3387198B8 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH01807/15A CH711869A2 (de) 2015-12-10 2015-12-10 Traglufthalle mit Fensterfront.
CH00218/16A CH711873B1 (de) 2015-12-10 2016-02-19 Traglufthalle mit Fensterfront.
PCT/EP2016/080597 WO2017098042A2 (fr) 2015-12-10 2016-12-12 Structure gonflable à fenêtre

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EP3387198A2 EP3387198A2 (fr) 2018-10-17
EP3387198B1 true EP3387198B1 (fr) 2022-01-26
EP3387198B8 EP3387198B8 (fr) 2022-07-20

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EP (1) EP3387198B8 (fr)
CN (1) CN108699854B (fr)
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CH (2) CH711869A2 (fr)
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WO (1) WO2017098042A2 (fr)

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CH712383B1 (de) * 2016-04-21 2021-01-29 Klaus ming Auf Zug belastbare Wärmereflexions-Matte.
CN108560717B (zh) * 2017-08-04 2020-03-20 深圳市科冷商用设备有限公司 一种气承式多层膜建筑结构
CN108301511A (zh) * 2018-04-16 2018-07-20 北京伊德气膜建筑技术有限公司 一种气膜建筑及其积雪监测装置和压力控制系统
IT201800010351A1 (it) * 2018-11-15 2020-05-15 Carretta Tessitura S N C Di Carretta Gian Mario & C Sistema di collegamento particolarmente adatto per reti di protezione ad uso agricolo e copertura di protezione utilizzante tale sistema di collegamento
CN109707121B (zh) * 2019-01-30 2024-04-12 浙江耀伏能源管理有限公司 可卷空气间层帘及可卷多空气间层热工围护幕帘结构
CN112459521B (zh) * 2020-11-16 2022-02-15 中国矿业大学 一种既有建筑增设楼顶停车场或健身场的结构及实施方法
WO2024072970A2 (fr) * 2022-09-28 2024-04-04 North Carolina State University Moule flexible pour déploiement rapide de structures

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CH711869A2 (de) 2017-06-15
WO2017098042A2 (fr) 2017-06-15
WO2017098042A4 (fr) 2017-10-19
CN108699854B (zh) 2022-03-25
CH711873B1 (de) 2020-02-28
WO2017098042A3 (fr) 2017-08-24
CA3007734A1 (fr) 2017-06-15
US20180347174A1 (en) 2018-12-06
CH711873A2 (de) 2017-06-15
CN108699854A (zh) 2018-10-23
EP3387198A2 (fr) 2018-10-17
EA201800364A1 (ru) 2019-02-28
EP3387198B8 (fr) 2022-07-20

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