EP0754821B1 - Mehrzweckarena mit aufgehängtem Dach, fähig zur Raumvolumenänderung und ihr Bauverfahren - Google Patents

Mehrzweckarena mit aufgehängtem Dach, fähig zur Raumvolumenänderung und ihr Bauverfahren Download PDF

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Publication number
EP0754821B1
EP0754821B1 EP19950304964 EP95304964A EP0754821B1 EP 0754821 B1 EP0754821 B1 EP 0754821B1 EP 19950304964 EP19950304964 EP 19950304964 EP 95304964 A EP95304964 A EP 95304964A EP 0754821 B1 EP0754821 B1 EP 0754821B1
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EP
European Patent Office
Prior art keywords
rectangular area
arena
roof
columns
suspending
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 - Lifetime
Application number
EP19950304964
Other languages
English (en)
French (fr)
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EP0754821A1 (de
Inventor
Shigeru Ban
Masaru Ozaki
Arata Yoshida
Masahiro Hanyu
Takeshi Miyazaki
Seiichi Muramatsu
Haruji c/o Kajima Corp. Tsubota
c/o Kajima Corp. Sasaki Naoya
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Kajima Corp
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Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to EP19950304964 priority Critical patent/EP0754821B1/de
Priority to DE1995618916 priority patent/DE69518916T2/de
Publication of EP0754821A1 publication Critical patent/EP0754821A1/de
Application granted granted Critical
Publication of EP0754821B1 publication Critical patent/EP0754821B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/14—Suspended roofs
    • 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
    • E04H3/14—Gymnasiums; Other sporting buildings

Definitions

  • This invention relates to an arena composed of a movable stand and a suspended roof in order to make it possible to select a capacity (“space volume”) suitable for the scale of an event.
  • variable driving unit such as a movable stand
  • the unit has not harmonized with a construction plan, and the value added according to the synergistic effect between the unit and the construction plan has not been considered.
  • the existing arena has been constituted to take an upward convex shape and had a large unnecessary load space because it has used an air film structure, a parasol-dome tension film structure, or a hybrid film structure.
  • an existing suspended roof could not be suspended only by a suspending member. Therefore, the shape of the roof has been kept using a cable vertical to the suspending member so as to press the cable from the top of the suspending member.
  • the shape of the roof has been limited to the saddle type and thereby the labor has been doubled because the pressing cable must be set on the suspending member.
  • variable driving unit such as a movable stand
  • construction plan represents that not only the variable driving unit can correspond to various items and types of events but also it is possible to meet requests for the whole arena by minimizing the number of equipments for various functions of a large space and making most use of the functions.
  • the present invention provides an arena, which includes a movable stand harmonizing with a construction plan so that the number of equipments for various functions of the arena is minimized, the initial cost and running cost are deceased, and the profitableness is improved, and which secures the comfortableness including sound, illumination, and air conditioning and the producibility by using a suspended roof to decrease the load space of the arena.
  • a roof composed of a suspending member keeps its shape by the fact that tension is added to the suspending member.
  • tension is normally added to the suspending member by setting a pressing cable on the suspending member so that it vertically intersects the suspending member to take an upward convex shape
  • the shape of an existing roof composed of a suspending member and a pressing cable has been limited to the saddle type.
  • the labor has been doubled because the pressing cable must be set onto the suspending member.
  • the method (a) has a problem in the progress of construction under a windy state because a suspended roof has only a small rigidity and the method (b) is not preferable because temporary construction requires a lot of time and cost.
  • DE-A-1 459 961 discloses an arena in accordance with the precharacterising part of claim 1.
  • the present invention provides a multipurpose arena comprising a suspended roof which covers a rectangular area, the suspended roof having suspending members extending in the side-to-side direction of the rectangular area, and a stand at each side of the rectangular area, characterised by a pair of movable stands facing each other between the sides of the rectangular area and being movable towards and away from each other, the movable stands being outwardly convex, each said side stand having a front-to-back extent which decreases stepwise towards one end of the rectangular area, and the suspended roof becoming lower stepwise towards the said one end of the rectangular area.
  • a method of constructing a multipurpose arena according to a preferred embodiment of the invention is set forth in claim 4.
  • a preferred embodiment of the suspended-roof arena comprises a suspended roof including columns stood in a row in one direction and facing each other at intervals, a suspending member extending between the columns facing each other and forming the roof, and a foundation to which a column base is connected and which is secured to the ground and bears the tension and vertical load of the suspending member, wherein the suspending member includes a steel material which bears tension, and laminated lumber which surrounds the steel material and bears a bending moment.
  • the suspended-roof construction method of constructing a suspended roof includes the steps of constructing part of a suspended roof constituted by arranging suspending members each including a steel material, which bears tension, and laminated lumber, which surrounds the steel material and bears a bending moment, in a row in one direction as a unit on the ground, and thereafter lifting and setting the unit between previously-constructed columns faced each other at intervals.
  • the method comprises the steps of erecting temporary columns at intervals movably in the direction in which the suspending members are arranged in a row at the suspended roof side where the columns are faced each other on the plane, constructing a lift between the parallel temporary columns to be movable vertically with respect to the temporary columns, stretching a wise from the lift to the ground through the top of the temporary columns to connect one end of the wire to the lift and the other end thereof to a winder, thereafter constructing the unit on the lift facing to the direction in which the temporary columns are faced each other, raising the lift while adding tension to each suspending member of the unit to connect an end of each suspending member to the top of each column, thereafter lowering the lift while moving the temporary columns by a certain distance, and further repeating the procedure from construction of the unit on the lift to moving of the temporary columns to set each suspending member between the columns.
  • the present invention makes it possible to secure the adaptability for the type and scale of an event, the comfortableness, the producibility, the decrease of setting time, and the reduction of maintenance easily and inexpensively at a high quality, on the assumption that a space volume is made variable.
  • the present invention makes it possible to improve the cost performance of illumination, sound, and air conditioning in view of the initial and running costs by changing the space volume.
  • an arena can be set as shown in Fig. 4.
  • a terraced portion with stepwise cross section so as to uniformly secure indirect light up to the center of an arena as shown in Fig. 2(a).
  • Fig. 2(b) it is possible to simplify the maintenance in a high ceiling space by securing natural ventilation and effectively using natural energy to save energy so as to secure the comfortableness of the internal environment, while concentrating various equipments for illumination, sound, suspending point and so on by using the terraced portion as a maintenance passage.
  • a space volume serving as a load and save energy by forming the cross section of the short side into a suspended roof structure composed of a suspending member so as to take a suspended shape with a curve opposite to that of a normal dome, while economically realizing a frame with the maximum span.
  • a downward convex-shaped ceiling contributes to the improvement of acoustic clarity without forming a sound focus and makes it possible to more effectively secure the comfortableness and the producibility.
  • the suspending member comprises a steel material and laminated lumber surrounding the steel material, and has flexural rigidity due to the tension borne by the steel material and the bending moment borne by the laminated lumber.
  • the suspending member independently has a shape-keeping ability.
  • the laminated lumber bears a local bending moment due to snow load and wind load, and moreover it has a function for protecting the steel material from rusting by covering the steel material with the laminated lumber and makes it possible to decrease the total weight of a roof.
  • the suspending member keeps its shape with no tension
  • the catenary of the roof directly forms the shape of the roof as shown in Fig. 15 and the shape of the roof in the ridge direction is changed by the fact that the columns in the direction of standing in a row vary in height.
  • the suspending member unit can be lifted without being influenced by wind, it is possible to shorten construction period and decrease construction cost. Moreover, construction can continuously be progressed because the temporary column and lift necessary for lifting the suspending members are moved in the direction in which the suspending members are arranged in a row whenever the unit is installed.
  • Fig. 1 is a top view of an arena having a rectangular plane.
  • Figs. 2(a) and 2(b) are sectional views taken along a line A-A of Fig. 1, which are elevations of a long-side stand.
  • Fig. 3 is an elevation of the sectional view taken along a line B-B of Fig. 1.
  • a pair of outward convex-shaped movable stands 2 are set between the pair of long-side stands 1 to form an arena. Therefore, the movable stand 2 is moved along the long side according to the purpose, and a using space is determined by freely varying the plane area and the cross-section height.
  • a guide rail 4 is set along the both long sides of the rectangular plane in Fig. 1, and a guide roller 5 mounted on a leg extended from the stand controls the moving direction of the movable stand.
  • Fig. 8 is the sectional view taken along a line C-C of Fig. 1 and showing that the right and left movable stands 2 have a driving section respectively.
  • Fig. 9 is a sectional view showing the guide roller 5 and the guide rail 4, which are mounted on the movable stand 2.
  • Fig. 10 shows a movable-stand driving section, which is a detail view of the portion A in Fig. 8.
  • a rope 6 is stretched in the guide rail 4 and wound on a driving sheave 8 set between two tension sheaves 7.
  • the driving sheave 8 is connected with a driving motor 9.
  • Fig. 11 is the sectional view taken along a line D-D of Fig. 1 and shoring that the movable stand 2 is supported by a driving tire 10 and an outrigger 11.
  • Fig. 12 is a side view of the driving tire 10 and Fig. 13 is a front sectional view of the driving tire in case that the movable stand 2 is provided with a plurality of driving tires 10 and a plurality of outriggers 11.
  • Fig. 14 is an illustration showing the relation between the guide rail 4 and the outrigger 11.
  • Fig. 15 is an elevation showing the outline of the suspended-roof arena and the flow of load
  • Fig. 16 is a perspective view of the framework of the suspended-roof arena.
  • the suspended-roof arena of the present invention as shown in Figs. 15 and 16, comprises columns 12 arranged in a row in one direction and faced each other at intervals, suspending members 15 constructed between the columns 12 faced each other to constitute a roof, and a foundation 18 to which the base of each column 12 is connected and which is secured to the ground and bears the tension and vertical load of each suspending member 15.
  • the column 12 bears the compressive force due to the vertical load of the suspending members 15 it the indoor side and bears the tensile force due to the tension of the suspending members 15 at the outdoor side to transmit the compressive force and the tensile force to the foundation 18.
  • the upper structure 13 of the column 12 is constituted with steel frame construction and the lower structure thereof is constituted with reinforced concrete construction in view of the junction with the foundation 18.
  • the structure of the column 12 is not restricted.
  • the foundation 18 is composed of a mat slab 19 connected with the column 12 at the indoor side to transmit the compressive force added from the column at the indoor side to the ground, and an anchor 20 connected with the column 12 at the outdoor side to withstand the tensile force added from the column at the outdoor side.
  • the foundation 18 is secured to the ground.
  • Fig. 17 is the sectional view of the suspending member 15 in the axial direction.
  • the suspending member 15, as shown in Fig. 17, is composed of a steel material 16 and laminated lumber 17 surrounding the steel material 16, and has flexural rigidity due to the tension borne by the steel material 16 and due to the bending moment borne by the laminated lumber 17.
  • the suspending member has a shape-keeping ability independently.
  • the laminated lumber 17 bears a local bending moment due to snow load and wind load.
  • the laminated lumber has a function for protecting the steel material 16 from rusting by covering the steel material with the laminated lumber and makes it possible to decrease the total weight of a roof. Because the suspending member 15 keeps is shape with no tension, the catenary of the roof directly forms the shape of the roof as shown in Fig. 15, and the shape of the roof in the ridge direction is changed by the fact that the columns 12 charges in the direction of standing in a row vary in height.
  • a structural plywood 21 is laid on the laminated lumber 17 to connect and the laminated lumbers 17 arranged in a row with each other.
  • a roofing material 23 is laid on the structural plywood 21 through a waterproof layer 22 and moreover, an air layer 24 is set between the adjacent laminated lumbers 17 for heat insulation.
  • a heat insulating material 25 is set across the adjacent laminated lumbers.
  • part of a suspended roof 26 constituted by arranging the suspending members 15 in a row in one direction is constructed as a unit 27 on the ground and thereafter, the unit 27 is lifted and set between the previously-constructed columns 12 faced each other at intervals.
  • the suspending member 15 is composed of the steel material 16 which bears the tension, and the laminated lumber 17 which surrounds the steel material 16 and bears the bending moment.
  • the suspending member has a resistance force against a planar external force due to the tension added to the steel material 16. Further, the suspending member has a shape-keeping ability due to the flexural rigidity of the laminated lumber 17 after lifting the unit 27.
  • Fig. 18 shows the procedure for lifting the suspended roof 26
  • Fig. 19 shows a partial plane of the roof.
  • temporary columns 28 are erected at intervals on the inside of the columns 12 faced each other such as to be movable in the direction in which the suspending members 15 are arranged in a row.
  • Each temporary column 28 is moved along a rail 29 laid in the direction in which the columns 12 are arranged in a row, whenever lifting of the unit 27 is completed.
  • a lift 30 is vertically movably set to the temporary columns 28 arranged in a row, and a wire 31 is stretched from the lift 30 to the ground through a pulley 33 connected to the top of each temporary column 28 and having one end connected to the lift 30 and the other end connected to a winder 32 set on the ground.
  • the lift 30 is vertically moved along the rail 34 laid on each temporary column 28.
  • Fig. 20 As shown in Fig. 20 as the detail view of Fig. 19 and Fig. 21 as the sectional view of Fig. 20, lifting is performed every unit 27 composed of a plurality of suspending members 15.
  • the unit 27 is constructed by using a ground construction frame 35 constructed above the lift facing in the direction in which the columns 12 are faced each other, and the adjacent suspending members 15 are connected with each other at intervals and secured by connection hardwares 36.
  • the position of each suspending member 15 is adjusted by adjusting the position of a pedestal 38, on which the suspending members 15 are directly mounted, by jacks 37 at the both ends.
  • tension is added to the steel material 16 of each suspending member 15 due to the own weight (gravity), and lifting is performed while the tension is added to the suspending members 15.
  • the lift 30 is raised by winding the wire 31 using the winder 32 (Fig. 23).
  • the end of each suspending member 15 is lifted up to the top of the column 12, the end of each suspending member 15 is connected to the top of the column 12 (Fig. 24) to complete the setting of the unit 27.
  • the column 12 keeps the balance with the suspending member 15 because the columns bear the compressive force at the side of the suspended roof 26 and bears the tensile force at the outside of the roof 26 against the tension of the suspending member 15.
  • the present invention makes it possible to improve the cost performance of illumination, sound, and air conditioning in view of the initial and running costs by changing the space volume.
  • an arena can be set so as to fully use the large space.
  • a space volume serving as a load it is possible to decrease a space volume serving as a load and save energy by forming the cross section of the short side into the suspended roof structure composed of the suspending members to take a suspended shape with a curve opposite to that of a normal dome, while economically realizing a frame with the maximum span.
  • a downward convex-shaped ceiling contributes to the improvement of acoustic clarity without forming a sound focus, and makes it possible to more effectively secure the comfortableness and the producibility.
  • the suspending member is composed of the steel material and the laminated lumber surrounding the steel material.
  • the suspending member has the flexural rigidity due to the tension borne by the steel material and the bending moment borne by the laminated lumber go as to independently have a shape-keeping ability.
  • the laminated lumber bears a local bending moment due to snow load and wind load.
  • the laminated lumber has a function for protecting the steel material from rusting by covering the steel material with the laminated lumber and makes it possible to decrease the total weight of a roof.
  • the suspending member keeps its shape with no tension
  • the catenary of the roof directly forms the shape of the roof
  • the shape of the roof in the ridge direction is charged by the fact that the columns in the direction of standing in a row vary in height.
  • the suspending member unit can be lifted without being influenced by wind, it is possible to shorten a construction period and decrease a construction cost. Moreover, construction can continuously be progressed because the temporary column and the lift necessary for lifting the suspending members are moved in the direction in which the suspending members are arranged in a row, whenever the unit is installed.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)

Claims (4)

  1. Mehrzweckarena, die folgende Komponenten aufweist: ein aufgehängtes Dach, das eine rechteckige Fläche bedeckt, wobei das aufgehängte Dach hängende Elemente (15) hat, die Seite an Seite in der Richtung der rechteckigen Fläche verlaufen, und an jeder Seite der rechteckigen Fläche eine Tribüne (1), gekennzeichnet durch ein Paar beweglicher Tribünen (2), die zwischen den Seiten der rechteckigen Fläche einander gegenüberstehen und die zueinander hin und voneinander weg bewegt werden können, wobei die beweglichen Tribünen (2) nach außen konvex sind, wobei jede Seitentribüne (1) eine Tiefenausdehnung hat, die schrittweise zu einem Ende der rechteckigen Fläche hin abnimmt, und das aufgehängte Dach zu der einen Seite der rechteckigen Fläche hin schrittweise niedriger wird.
  2. Arena nach Anspruch 1, bei der das aufgehängte Dach hängende Elemente (15) einschließt, die sich zwischen zwei Reihen von Stützen (12) erstrecken, wobei die Basis jeder Stütze mit einer Grundplatte (18) verbunden ist, die am Boden befestigt ist und den Zug und die senkrechte Last jedes hängenden Elements (15) trägt.
  3. Arena nach Anspruch 2, bei der jedes hängende Element (15) ein Stahlelement (16), das den Zug trägt, und Schichtholz (17) einschließt, welches das Stahlelement (16) umschließt und das Biegemoment trägt.
  4. Verfahren zur Errichtung einer Mehrzweckarena nach Anspruch 3, bei dem hängende Elemente (15), die jeweils ein Stahlelement (16), das den Zug trägt, und Schichtholz (17) einschließen, welches das Stahlelement (16) umschließt und das Biegemoment trägt, in einer Reihe in einer Richtung als eine Einheit (27) auf dem Boden angeordnet werden und die Einheit (27) anschließend angehoben und zwischen vorher errichtete Stützen (12) eingesetzt wird, wobei das Verfahren die folgenden Schritte umfaßt:
    (a) Aufstellung eines Paares von temporären Stützen (28) zwischen einem Paar von vorher errichteten Stützen (12), wobei jede temporäre Stütze eine Hebevorrichtung (30) hat, die vom Fuß zur Oberseite der temporären Stütze beweglich ist;
    (b) Zusammenbauen der Einheit (27) auf dem Boden und Abstützen der Enden der Einheit durch die Hebevorrichtungen (30);
    (c) Anheben der Hebevorrichtungen (30) und Verbinden der Enden der hängenden Elemente (15) der Einheit (27) mit den Oberseiten des Paares der vorher errichteten Stützen (12);
    (d) Bewegung der temporären Stützen (28) bis zu einer Stelle zwischen einem anderen Paar von vorher errichteten Stützen (12) und Absenken der Hebevorrichtungen (30); und
    (e) Wiederholung der Schritte (b) und (c), um dadurch ein aufgehängtes Dach zu bilden, das eine rechteckige Fläche bedeckt, wobei sich die hängenden Elemente (15) Seite an Seite in der Richtung der rechteckigen Fläche erstrecken;
    (f) Bereitstellung eines Paares von beweglichen Tribünen (2), die zwischen den Seiten der rechteckigen Fläche einander gegenüberstehen und zueinander hin und voneinander weg bewegt werden können, wobei die beweglichen Tribünen (2) nach außen konvex sind; und
    (g) Bereitstellung einer Tribüne (1) an jeder Seite der rechteckigen Fläche, wobei jede Seitentribüne (1) eine Tiefenausdehnung hat, die schrittweise zu einem Ende der rechteckigen Fläche hin abnimmt, und das aufgehängte Dach zu der einen Seite der rechteckigen Fläche hin schrittweise niedriger wird.
EP19950304964 1995-07-17 1995-07-17 Mehrzweckarena mit aufgehängtem Dach, fähig zur Raumvolumenänderung und ihr Bauverfahren Expired - Lifetime EP0754821B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP19950304964 EP0754821B1 (de) 1995-07-17 1995-07-17 Mehrzweckarena mit aufgehängtem Dach, fähig zur Raumvolumenänderung und ihr Bauverfahren
DE1995618916 DE69518916T2 (de) 1995-07-17 1995-07-17 Mehrzweckarena mit aufgehängtem Dach, fähig zur Raumvolumenänderung und ihr Bauverfahren

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP19950304964 EP0754821B1 (de) 1995-07-17 1995-07-17 Mehrzweckarena mit aufgehängtem Dach, fähig zur Raumvolumenänderung und ihr Bauverfahren

Publications (2)

Publication Number Publication Date
EP0754821A1 EP0754821A1 (de) 1997-01-22
EP0754821B1 true EP0754821B1 (de) 2000-09-20

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EP19950304964 Expired - Lifetime EP0754821B1 (de) 1995-07-17 1995-07-17 Mehrzweckarena mit aufgehängtem Dach, fähig zur Raumvolumenänderung und ihr Bauverfahren

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EP (1) EP0754821B1 (de)
DE (1) DE69518916T2 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110185185B (zh) * 2019-07-08 2024-03-19 同济大学建筑设计研究院(集团)有限公司 一种悬挑桁架空间结构体系

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE598633C (de) * 1933-06-29 1934-06-15 Wilhelm Martike Sporthalle fuer vielseitige Verwendungs- und Vorfuehrungszwecke
DE1459961A1 (de) * 1963-10-18 1969-01-30 Hochtief Ag Hoch Tiefbauten Haengedach fuer Hallenbauten
DE2006240A1 (de) * 1970-02-12 1971-08-19 Molhnger, Sebastian. Montreal, Quebec (Kanada) Dachabdeckung aus flexiblem Material
DE4318710C2 (de) * 1993-06-06 1998-12-03 Klose Una Flexibles und mobiles Tragwerk

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EP0754821A1 (de) 1997-01-22
DE69518916D1 (de) 2000-10-26
DE69518916T2 (de) 2001-02-15

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