EP0781367B1 - Dach eines bauwerkes - Google Patents

Dach eines bauwerkes Download PDF

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Publication number
EP0781367B1
EP0781367B1 EP96920816A EP96920816A EP0781367B1 EP 0781367 B1 EP0781367 B1 EP 0781367B1 EP 96920816 A EP96920816 A EP 96920816A EP 96920816 A EP96920816 A EP 96920816A EP 0781367 B1 EP0781367 B1 EP 0781367B1
Authority
EP
European Patent Office
Prior art keywords
chambers
roof
hose
roof according
reduced pressure
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
EP96920816A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0781367A1 (de
Inventor
Wilfried Stoll
Axel Thallemer
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.)
Festo SE and Co KG
Original Assignee
Festo SE and Co KG
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 Festo SE and Co KG filed Critical Festo SE and Co KG
Publication of EP0781367A1 publication Critical patent/EP0781367A1/de
Application granted granted Critical
Publication of EP0781367B1 publication Critical patent/EP0781367B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • 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
    • E04H2015/201Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure with inflatable tubular framework, with or without tent cover

Definitions

  • the invention relates to the roof of a building, in particular of building-like facilities such as halls, exhibition stands, Outdoor canopies or the like, with a hollow body construction with interconnected walls made of flexible and at least essentially air impermeable material, where the walls are alongside in a row limit successively arranged elongated hollow chambers, which alternately as overpressure chambers under pressure and vacuum chambers under vacuum are formed, the walls of the pressure chambers are formed by tubular hollow bodies, and wherein to form the vacuum chambers between in the row direction each adjacent tubular hollow bodies two spaced Membrane elements run together with each other facing wall sections of the tubular hollow body form the wall of the associated vacuum chamber.
  • a modular structure which delimit a respective vacuum chamber Membrane elements and the limit the pressure chamber tubular hollow body as independent from each other separate parts are formed, and wherein the membrane elements via connecting devices each with their two longitudinal edge areas releasably on the associated tubular hollow bodies are set.
  • the structure 3 carries a roof 17, which is on the support sections 8 of the cantilever arms 7 supports.
  • the load capacity of the roof 17 is thus caught by the supports 4 and to the underground 2 derived.
  • the roof 17 covers both the interior of the building 16 as well as the structure 3.
  • the pressure chambers under an overpressure with respect to the atmospheric pressure of are about 0.5 bar, generally an overpressure in the range between 0.2 and 0.5 bar is considered appropriate
  • Walls 18 of the pressure chambers 23 are designed so that they form tubular hollow body 27 under this internal pressure are filled to the brim and as extremely rigid roof racks act.
  • Each of the tubular hollow bodies 27 abuts both end regions on a support section 8 and one respectively Support area 13 and is expediently there by means of a suitable Lanyard fixed. Because of the mentioned The zigzag arrangement are the successive tubular ones Hollow body 27 alternately relatively far out and further supported internally at its end areas.
  • vacuum chambers 24 in principle also tubular hollow bodies more suitable Shape usable.
  • each two flat-shaped membrane elements 28 intended. They run transversely to that of the row direction 26 and the longitudinal axes 25 spanned expansion planes 32 of the Roof 17 at a distance from each other and are each with their two longitudinal edge areas 31 on the wall 18 of the associated tubular hollow body 27 set.
  • End regions 33 are fixed and preferably in one piece connected to one another so that the two membrane elements 28 practically from the upper and lower longitudinal section one in itself closed band-like body are formed.
  • the end Areas 33 are expediently rounded and can thereby, as can be seen from FIG. 4, drawn in concavely over its width his.
  • the roof 17 of the exemplary embodiment has a modular structure. It can be detached from individual elements to form a coherent one Assemble overall structure of any length.
  • the tubular hollow body 27 and Membrane elements 28 as independent separate parts trained over the only schematically indicated in the drawing suitable connecting devices 36 detachable immediately are attached to each other.
  • FIG. 10 there is a closed one in the circumferential direction Hollow body wall 51 in front and the material strip 50 is desired on the inner surface of the hollow body wall 51 Place of the circumference firmly attached.
  • the attachment takes place expediently by gluing to the airtightness to obtain the hollow body wall 51.
  • the strip of material 50 could alternatively also on the outer surface of the hollow body wall 51 be provided, which is indicated by dash-dotted lines in FIG is. It would also be possible both on the inside surface as well on the outer surface of the hollow body wall 51 a band-like material strip 50 extending over the length of the hollow body to attach.
  • the material strip 50 is characterized in that it is in the Comparison to the remaining wall material of the hollow body 27 - in 9 in comparison to the wall section 52 and in Figure 10 in comparison to the hollow body wall 51 as such - a low stretch or a lower Strain factor or is not stretchable at all. According to the example it consists of high-strength fiber material, for example made of aramid fibers, while the rest of the wall material is polyester material is.
  • a sealing closure can be assigned to each opening 38 be, which enables a gas-tight seal after the pressure conditions are set as required.
  • the negative pressure will become in practice due to unavoidable Leaks are difficult to maintain leave unless additional measures are provided.
  • suction devices 42 for example pumps are that are constantly needed for maintaining the Provide negative pressure.
  • any vacuum chamber to assign its own suction device 42. For cost reasons however, it’s more recommended to separate groups of several vacuum chambers or even all vacuum chambers to be connected to a common suction device.
  • the roof according to the invention is not only stable in itself and self-supporting, but also capable of occurring due to weather conditions Absorb roof loads and without risk of damage to deliver the subsurface.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Building Environments (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
EP96920816A 1995-07-12 1996-06-13 Dach eines bauwerkes Expired - Lifetime EP0781367B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19525374 1995-07-12
DE19525374A DE19525374A1 (de) 1995-07-12 1995-07-12 Dach eines Bauwerkes
PCT/EP1996/002558 WO1997003265A1 (de) 1995-07-12 1996-06-13 Dach eines bauwerkes

Publications (2)

Publication Number Publication Date
EP0781367A1 EP0781367A1 (de) 1997-07-02
EP0781367B1 true EP0781367B1 (de) 2000-06-28

Family

ID=7766634

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96920816A Expired - Lifetime EP0781367B1 (de) 1995-07-12 1996-06-13 Dach eines bauwerkes

Country Status (7)

Country Link
US (1) US5901504A (ja)
EP (1) EP0781367B1 (ja)
JP (1) JP3142139B2 (ja)
AT (1) ATE194204T1 (ja)
DE (2) DE19525374A1 (ja)
ES (1) ES2147383T3 (ja)
WO (1) WO1997003265A1 (ja)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6363661B1 (en) * 2000-10-10 2002-04-02 Preston D. Myers Protective cover
EP1637031A4 (en) * 2003-06-23 2009-05-27 Asahi Glass Green Tech Company TRANSPARENT RESIN ROOF AND THIS BUILDING
US7575417B2 (en) * 2003-09-05 2009-08-18 General Electric Company Reinforced fan blade
DE102004025308A1 (de) * 2004-05-19 2005-12-15 Georg Andreas Huber Membranbauwerk
US7464504B2 (en) * 2007-02-07 2008-12-16 West Virginia University Thermal protection apparatus and method for ISO containers
DE102010051688A1 (de) * 2010-11-17 2012-05-24 Hightex Gmbh Konstruktionssystem zur thermischen Trennung von Haltevorrichtungen zur Befestigung von überdruckstabilisierten Kissen an einem Bauteil
US20180050784A1 (en) * 2015-03-10 2018-02-22 Antoine Marcel PAULUS Mobile artificial cloud

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR955651A (ja) * 1950-01-18
US2946337A (en) * 1958-09-05 1960-07-26 Stanley Axelrod Inflatable shelter device
DE1557401A1 (de) * 1967-03-15 1969-09-04 Friedrich Rauch Biegezugstabile Luftzeltwand oder -decke
DE1913577A1 (de) * 1969-03-18 1970-10-01 Kerschensteiner Dipl Kfm Georg Selbsttragendes aufblasbares Zelt
US4146996A (en) * 1977-10-18 1979-04-03 Arnesen Tore O Thermo-vacuum structure
DE3127005A1 (de) * 1980-03-24 1983-01-20 Rüdiger 4807 Borgholzhausen Vogler Systematik zum aufbau von unterdruckregulierten form- und flaechenelementen
DE8624577U1 (de) * 1986-09-13 1990-04-05 Dornier GmbH, 88039 Friedrichshafen Großzelt
IT1217792B (it) * 1988-06-07 1990-03-30 Moldip Spa Miglioramenti in un rifugio d,emergenza
US5079887A (en) * 1990-10-01 1992-01-14 Conservatek Industries, Inc. Suspended rigid ceiling volume reduction system
EP0494053A1 (en) * 1990-12-31 1992-07-08 EUROVINIL INDUSTRIES S.p.A. Construction in the form of a shed or hangar with a pneumatic supporting structure
DE4142628C1 (ja) * 1991-12-21 1993-05-06 Dieter Braun

Also Published As

Publication number Publication date
WO1997003265A1 (de) 1997-01-30
US5901504A (en) 1999-05-11
EP0781367A1 (de) 1997-07-02
JP3142139B2 (ja) 2001-03-07
ES2147383T3 (es) 2000-09-01
JPH10502985A (ja) 1998-03-17
DE19525374A1 (de) 1997-01-16
DE59605495D1 (de) 2000-08-03
ATE194204T1 (de) 2000-07-15

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