EP3631122A1 - Stade modulaire pour événements sportifs et culturels - Google Patents

Stade modulaire pour événements sportifs et culturels

Info

Publication number
EP3631122A1
EP3631122A1 EP18729613.2A EP18729613A EP3631122A1 EP 3631122 A1 EP3631122 A1 EP 3631122A1 EP 18729613 A EP18729613 A EP 18729613A EP 3631122 A1 EP3631122 A1 EP 3631122A1
Authority
EP
European Patent Office
Prior art keywords
stadium
beams
radial
seating
stadium according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP18729613.2A
Other languages
German (de)
English (en)
Other versions
EP3631122B1 (fr
Inventor
Knut STOCKHUSEN
Mark FENWICK
Javier IRIBARREN
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.)
Sbp GmbH
Fenwick Iribarren Architects
Original Assignee
Sbp GmbH
Fenwick Iribarren Architects
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 DE102018102829.6A external-priority patent/DE102018102829A1/de
Application filed by Sbp GmbH, Fenwick Iribarren Architects filed Critical Sbp GmbH
Publication of EP3631122A1 publication Critical patent/EP3631122A1/fr
Application granted granted Critical
Publication of EP3631122B1 publication Critical patent/EP3631122B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
    • E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
    • E04H3/12—Tribunes, grandstands or terraces for spectators

Definitions

  • the invention relates to a modular system for the construction of stadiums or bleachers, consisting of prefabricated and largely standardized items and
  • Sporting events such as a World or European Championship in a mass sport or a Olympiad, for the duration of the event, the need exists for large stadiums for tens of thousands
  • the invention is based on the object, a stadium, or a modular system for building stadiums or
  • a stadium for sports and cultural events comprising at least one rising spectator tribune
  • the grandstand is designed as a screwed steel framework, comprising vertical supports, horizontal radial beams, horizontal tangential and a plurality of radially arranged
  • Inclined beams wherein between two adjacent inclined beams several seating areas are arranged, and wherein all individual parts or assemblies, in particular vertical
  • Inventive framework be used.
  • Examples of such technology modules are air conditioning systems, heating, air conditioning, the sound and lighting of the stadium, elevators and staircases.
  • ISO containers but also lounges for players and visitors (VIP lounges), rooms can be accommodated for entertaining guests.
  • curves connecting two straight stands can be made with different radii so that the perimeter of the stadium becomes more tangential
  • the stadium according to the invention complies with all requirements imposed by the IOC and FIFA regarding visibility and space in the grandstands as well as the
  • a grid R t of the framework in the tangential direction is greater than 7.35 meters and preferably 8.5 meters. It is next advantageous if a grid R r of the framework in
  • radial direction is 9 meters and / or that one
  • Pitch R v of the framework in the vertical direction is 5.5 meters or 4.5 meters.
  • the pitch in the vertical direction is preferably smaller in the lower stand than in the upper stand. This requirement also coincides with the fact that the supports in the lower area must absorb larger loads and therefore increases a lower free support length in vertical the stability of the truss in the lower area.
  • the seating made a multiple be folded sheet steel that a length of seating is greater than the grid R t of
  • Inclined beams are bolted. It is possible in this way to create a row of seats with the associated floor surface by placing these seats on the inclined beams. By repeatedly placing this seating invention on two adjacent inclined beams thus a segment of the grandstand can be mounted easily and very quickly.
  • the height of the seating is between 36 cm and 52 cm, preferably 38.5 cm or 50.4 cm. These dimensions have different requirements for space and
  • the seating according to the invention are folded from sheet steel, it is inventively provided to make the seats stackable, so that when
  • a length of seating is smaller than the usable inner length of an ISO container. If those Condition is met, can be stacked in an ISO container a variety of seating, so that the space utilization is optimal in this ISO container.
  • the space utilization is optimal in this ISO container.
  • roof wherein the roof is designed as a steel framework and comprises a plurality of radially arranged roof segments.
  • Each roof segment consists of two identical sub-segments and the sub-segments are
  • Each roof segment is associated with a compression strut, a tension strut and a corner strut, wherein the pressure struts between an upper end of the grandstand and the connecting plane of the Sub-segments are arranged, wherein the Eckstrebe between a radially outer end of the roof segment and the upper end of the grandstand is arranged, and wherein the
  • Tie rod between the radially outer end of the roof segment and a lower end of the grandstand is arranged.
  • diagonal braces are used both between the individual elements of the truss structure and between the roof segments as needed, without this being mentioned separately in connection with the invention.
  • the use of such diagonal struts is a static necessity, which is common for many decades in trusses. Therefore, in connection with the invention, this static requirement is not separately pointed out.
  • required premises such as Stairways, sanitary facilities, rooms for the management of guests, recreation rooms for athletes and VIPs, but also elevators, air conditioning equipment and more, according to the invention are housed in standardized ISO containers and not only during transport.
  • the ISO containers which receive the above mentioned things, are inserted into the truss structure of the grandstands in various places and are then
  • a VIP lounge in the form of prefabricated ISO containers.
  • the ISO containers according to the invention which for example lounges, lounges or sanitary facilities
  • the floor elements preferably have a grid structure and a on the
  • non-slip epoxy resin coating where the audience on the floor element run with a non-slip epoxy resin coating are provided.
  • non-slip and dyeable formable coatings are well known from bridge construction and general steel construction and also have the required technical approvals.
  • the stadium according to the invention may comprise two to four straight sectors, wherein in the straight sectors the horizontal radial beams and the inclined beams respectively are arranged parallel to each other. It is possible to form an inventive stadium, for example, two straight sectors, on both sides of a long
  • Playing field are arranged. Furthermore, it is possible to provide four straight sectors, which are then arranged on the four sides of the playing field. If the achievable number of seats is insufficient, it is possible that at a right angle to each other
  • Assembly of the invention are screwed or connected by another detachable connection with each other, so that the components of the stadium can be dismantled without damage to the end of the major event, loaded into ISO containers and transported to another site.
  • Figure 1 is a schematic representation of a straight
  • Figure 2 is a straight sector in a view from behind; Figure 3 belonging to the even sector
  • FIG. 4 shows the truss structure of a curve of FIG.
  • Figure 5 is a schematic representation of the curve with
  • FIG. 6 shows a side view through the invention
  • Figure 7 is a side view of the inventive
  • Figure 8 shows the items of a roof segment in one
  • Figure 9 shows the connection of two sub-segments of a
  • Figure 10 is a plan view of an embodiment of a stadium according to the invention with four straight
  • Figure 11 shows two different sized stages that can be assembled from the curves and straight sectors according to the invention.
  • FIG. 12 shows further exemplary embodiments according to the invention
  • Figure 14 is a partially cutaway view of a
  • FIG. 15 shows two inclined beams with patch
  • FIG. 16 shows a seat according to the invention in section
  • Figure 17 is a detail of the connection between a
  • Figure 18 a plurality of stacked seats
  • FIG. 1 an isometric view of a straight sector 1 of a stadium according to the invention with a first stand 3, a second stand 5 and a roof 7 is arranged schematically.
  • Truss structure which carry the lower grandstand 3, the upper grandstand 5 and the roof 7, only partially visible.
  • the truss structure according to the invention comprises a plurality of vertical supports 9, a plurality of parallel and on arranged on different levels horizontal radial support 11, and a plurality of parallel to each other and in
  • the inclined beams 15 carry the
  • Radial carrier 11, tangential carrier 13 and inclined beam 15 provided with reference numerals. Between the lower stand 3 and the upper end of the lower grandstand 3 and the lower end of the upper stand 5, a shoulder 17 is formed. This paragraph 17 is for example 4.2 meters high. Of the
  • each field in the area of vertical paragraph 17 is approximately 7.5 meters wide and 4.2 meters high. This means that there access areas for the lower grandstand 3 can be created. It is also possible to install in this grid VIP boxes, which then, for example, 7.5 Meters wide and have a floor-to-ceiling panoramic glazing. All these variants can be readily realized with the truss structure according to the invention without having to modify them.
  • the ISO containers have the reference number 19. They can have different functions.
  • the tower of the ISO container 19 may be formed in the left part of Figure 2 as a staircase.
  • Other ISO containers 19 may accommodate VIP lounges, lounges, utility rooms or toilets.
  • the truss structure according to the invention according to the embodiment of Figures 1 and 2 is shown without internals.
  • the supports 9, radial support 11, tangential support 13 and inclined beam 15 are very easy to see.
  • the truss structure of the present invention has been stiffened by a variety of diagonal stiffeners or struts. These braces are not provided with reference numerals.
  • a "high-bay warehouse for ISO containers” represents.
  • this "high-bay warehouse” one or more ISO containers can be placed anywhere
  • Forming lounges and VIP lounges Forming lounges and VIP lounges.
  • FIG. 4 shows the truss structure of a curve 21 of a stadium according to the invention.
  • Inclined beams 15 are identical to the known from Figures 1 to 3 elements. Only the tangential beams 13 are at the curves 21 different lengths, depending on how far, or at which place the tangential 13 is integrated into the truss structure. Regardless of whether it is a straight sector or a curve, all elements of the truss structure are detachably connected to each other. This is usually done by screws and nuts.
  • FIG. 5 shows a schematic view from the front of a curve 21.
  • the detailing is
  • Inclined beams 15 and the radial support 11 include in this embodiment in the view from above an angle of 9 °. This means that any angle can be realized in steps of 9 °.
  • curves with an angle of 45 °, 54 °, 63 or 72 ° can be easily assembled with the components according to the invention. There are no
  • FIG. 6 shows a side view of the truss structure according to the invention. From this side view, the geometry of the invention can be
  • FIG. 7 the truss structure according to the invention is shown with a schematically illustrated roof segment 25 and the associated fasteners.
  • Roof segments 25 may have a total length of more than 60 meters. They are composed of two identical roof sub-segments 25.1 and 25.2. The
  • the strut segments 29 are designed as trusses via a compression strut 29.
  • the strut 29 connects an upper end of the upper stand 5 with the roof strut 25, where the two identical roof part segments 25.1 and 25.2 are screwed together. There is also the
  • the Zustrebe 31 connects the radially outer end of the
  • roof segment 25 with a lower end of the grandstand or the truss structure.
  • the strut 33 connects the upper end of the upper stand 5 with the rear end of the Roof segment 25.
  • the roof segment 25 is statically integrated into the truss structure.
  • the roof segment 25 projects beyond the lower grandstand 3 as well as the upper grandstand 5, so that all seated on the stands 3 and 5 spectators from rain and excessive
  • connection point is provided with the reference numeral 35.
  • the joining direction is indicated.
  • FIG. 25.2 are identical, which contributes to reducing the variety of parts.
  • FIG 10 is a plan view of a
  • Embodiment of a stadium according to the invention comprising four straight sectors 1 and four curves 21 shown very schematically. Separate coordinate systems apply for the straight sectors 1 and the curves 21. In FIG. 10, the coordinates or directions are shown on the basis of a straight sector 1 and a curve. In connection with the curve 21 it becomes clear that there the tangential direction "t" always represents the bisecting line between two adjacent radius rays. Inside the stadium a playing field 36 is arranged.
  • the grid dimension of the framework according to the invention is
  • FIG. 11 two different stages 37, 39 and 41 are shown schematically.
  • the stadium 39 is at one
  • the stadium 41 is at one Football field surrounded by a 400 meter athletics track.
  • the straight sectors 1 and the curves 21 are larger in the stadium 41 than in the stadium 39.
  • the various elements, namely straight sectors 1 and curves 21, of which the stadiums 39 and 41 are composed are shown.
  • This node element 42 serves to connect vertical supports 9, radial beams 11, tangential beams 13 and inclined beams 15 with each other. Each of these connections is a detachable screw connection.
  • the bottom element 43 shown partially cut away.
  • the bottom element 43 is composed of a frame 45, a
  • the bottom plate 49 is coated with a synthetic resin coating 51 or other suitable coating, which ensures the required slip resistance. It is also possible, of course, the coating
  • the coating may be, for example, Sika Elastomeric TF or another product available on the market.
  • the coating may be, for example, Sika Elastomeric TF or another product available on the market.
  • At the end sides of the bottom member 43 each have a recess 51 is provided. In the area of this saving, the bottom element 43 rests on the radial support 11.
  • a length of the floor element 43 corresponds to the grid dimension of the truss structure in the tangential direction. Shown is a floor panel for a straight sector. 1
  • the bottom plates 43 In the region of the curves 21, the bottom plates 43 must be formed as a trapezoid. Of course, also in the region of the curves 21, the bottom elements 43 have partially different lengths, similar to the tantalum carriers in the curves 21.
  • FIG. 15 two oblique bars 15 are illustrated, to which a total of four seats 53 are indirectly screwed, that is to say with the aid of brackets 55.
  • the seating provided with reference 53 is not yet mounted. When this seat 53 is moved vertically downwards in the direction of the arrows, it finally rests on the free consoles 55 and can with the
  • a length of the seating 53 is inventively chosen so that it corresponds to the grid dimension in the tangential direction of the framework structure.
  • the seating 53 are by bending from, for example, 8 mm thick
  • FIG 16 is a side view of a seating opportunity 53 exemplified with dimensions. It is also good to see how two seats 53 by one
  • Screw 54 are connected together. It is also easy to imagine that the seating 53 in disassembled state can be stacked very well.
  • FIG. 18 illustrates how a multiplicity of floor elements 43 can be stacked in a confined space.
  • an ISO container 19 is shown as an example, which can be used as a staircase.
  • a side wall of the ISO container 19 is partially cut free, so that you can see the steps 59 of the built-in ISO container 19 stairs.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Tents Or Canopies (AREA)

Abstract

Un système de construction modulaire pour la construction de stades ou de tribunes de spectateurs est proposé, comprenant une structure porteuse, des bancs, des allées pour les spectateurs, des modules techniques et des escaliers. Selon l'invention, la structure porteuse est réalisée en forme d'une ossature dont les différentes parties sont reliées les unes aux autres de manière amovible au niveau des points de jonction, toutes les parties du système modulaire ont des dimensions qui leur permettent de se loger dans un conteneur ISO, les modules techniques et escaliers sont logés dans un conteneur ISO.
EP18729613.2A 2017-05-26 2018-05-28 Stade modulaire pour événements sportifs et culturels Active EP3631122B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102017111562 2017-05-26
DE102018102829.6A DE102018102829A1 (de) 2018-02-08 2018-02-08 Modulares Stadion für Sport- und Kulturveranstaltungen
PCT/EP2018/063966 WO2018215670A1 (fr) 2017-05-26 2018-05-28 Stade modulaire pour événements sportifs et culturels

Publications (2)

Publication Number Publication Date
EP3631122A1 true EP3631122A1 (fr) 2020-04-08
EP3631122B1 EP3631122B1 (fr) 2023-03-15

Family

ID=62555041

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18729613.2A Active EP3631122B1 (fr) 2017-05-26 2018-05-28 Stade modulaire pour événements sportifs et culturels

Country Status (3)

Country Link
EP (1) EP3631122B1 (fr)
ES (1) ES2945762T3 (fr)
WO (1) WO2018215670A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017120649A1 (de) * 2017-09-07 2019-03-07 Khs Corpoplast Gmbh Vorrichtung zum Beschichten von Behältern
FI12673U1 (fi) 2019-02-22 2020-06-15 Nopan Metalli Oy Katsomo

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2368041B (en) * 2000-10-17 2004-04-21 Intelligent Engineering Sandwich plate stepped risers
DE20108513U1 (de) * 2001-05-21 2001-09-06 Gruber Flux Robert Tribünenüberdachung
FR2971238A1 (fr) * 2011-02-08 2012-08-10 Marc Conesa Dispositif de fixation de coins iso de containers

Also Published As

Publication number Publication date
WO2018215670A1 (fr) 2018-11-29
EP3631122B1 (fr) 2023-03-15
ES2945762T3 (es) 2023-07-06

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