WO2008014887A2 - Procédé et dispositif de construction d'éléments dans l'espace ou dans un plan, et leur utilisation - Google Patents

Procédé et dispositif de construction d'éléments dans l'espace ou dans un plan, et leur utilisation Download PDF

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Publication number
WO2008014887A2
WO2008014887A2 PCT/EP2007/006353 EP2007006353W WO2008014887A2 WO 2008014887 A2 WO2008014887 A2 WO 2008014887A2 EP 2007006353 W EP2007006353 W EP 2007006353W WO 2008014887 A2 WO2008014887 A2 WO 2008014887A2
Authority
WO
WIPO (PCT)
Prior art keywords
parts
carrying
construction
tubes
retaining
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.)
Ceased
Application number
PCT/EP2007/006353
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German (de)
English (en)
Other versions
WO2008014887A3 (fr
Inventor
Karl H. Gast
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of WO2008014887A2 publication Critical patent/WO2008014887A2/fr
Publication of WO2008014887A3 publication Critical patent/WO2008014887A3/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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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
    • E04H15/00—Tents or canopies, in general
    • E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure

Definitions

  • the invention relates to a method and a device for the construction of carrying and retaining space parts or surface parts, especially for transportable or temporary structures, and their use. This is required for example in recreational facilities, such as swimming pools for the garden, or for a temporary overlap of facilities, such as sports facilities.
  • swimming pools are complex in the prior art with heavy parts, such as concrete pools or plastic walls with appropriate holding strength, built in a form that allows a structure only by professionals and which remain at the site. Furthermore, for the temporary overlap prefabricated bleaches are known which maintain their stability by an air pressure, but which constantly due to leaks and the
  • the invention is based on the object, while avoiding the disadvantages of the known prior art, a method for the construction of room parts or surface parts in such a way that These can be easily assembled on-site and ensure stability appropriate to the application, so that this cost is optimally feasible without neglecting safety aspects. Furthermore, the body parts should be compact and weight arm transportable and the structure thus be displaced.
  • the object is achieved by the method features specified in the characterizing part of claim 1, namely, characterized in that method for the construction of carrying and retaining room parts or surface parts characterized in that carrying and holding parts with tubes (2, 4, 9) are formed , and to the carrying and holding ability with at least one fluid (3) are filled (6) and a stabilization of the collected fluid fluids by compression in at least one closed or closable region of the tubes takes place.
  • Advantageous developments of the method are given in claims 2 to 17.
  • the object is achieved by means of a device according to claim 18 according to the invention, namely the fact that means for the construction of carrying and retaining space parts or surface parts by means of at least one pressure receiving plate (19), which with a acted upon by the compression part of a pipe or a region yielding (8) is mounted and at least one side of the pressure-receiving plate is in the reduced pressure range, and with or without connections (16, 17) to breakpoints or surfaces, the carrying capacity or holding capacity of the pipe or the area is increased.
  • FIG. 1 One of the tasks according to an example of a structure of carrying and retaining space parts or surface parts is shown in FIG 1.
  • the pipes assume the carrying and holding ability of parts which are attached to these and depend on the application.
  • the pipes connected to the molding form four staggered circle-like retaining supports which are connected to the molding (5) at one end.
  • the molding has the task to cross-link these circles, so that all tubes can be acted upon by filling through the molding by a valve (6). By this filling a stabilization of the tubes is reached, so that they can be easily done on the one hand and resource-saving and thus also better transportable.
  • the filling can then be done with compressed air or water and admixed glycol for antifreeze, which is also placed under pressure and only the glycol must be transported while the water and the air is available everywhere.
  • the stability is then given by the height of the overpressure and the corresponding wall thickness of the tubes, wherein the overpressure causes, when the tubes are loaded, the kinking of the tube walls is prevented by the overpressure.
  • the filling with difficult to displace by load substances that are available, for example, a
  • Water sand mixture can increase the compaction and thus the wearing and holding ability or give good or same retention and wear while reducing the pressurization.
  • the Filling can be done with standard pneumatic equipment or with the water pressure from the water supply via the valve (6).
  • individual tubes (4, 9) which are connected at the ends and provided with a valve (1 1, 12) are providable with a filling of the type described.
  • the advantage here is the use of a flexible tube, such as a hose, which by the filling and the
  • Overpressure against the outer tubes (2) can be clamped, so that at the clamping points (13), for example, planning can be clamped between them or even the spatial structure receives a higher stability or a certain shaping by the jamming.
  • the shaping for example, a slightly different spherical shape can also be achieved by a corresponding pre-bending of the tubes or flexible tubes by additional thickening of the pipe walls or by means of fittings that hold the deviating shape, for example, to curvatures by their strength.
  • tubes (2, 4, 9) consist of flexible hoses or corrugated pipes, a good transportability for a structure is advantageous.
  • a method for the construction of carrying and holding room parts or surface parts austen that that carrying and holding parts with tubes (2, 4, 9) are formed, and to the carrying and holding ability with at least one fluid (3) to be filled (6) and a solidification of the fluids by compression in at least one closed or closable region of the tubes takes place.
  • the stability of pipes such as bending stability or buckling stability, while reducing the use of material is improved, whereby the compactness is promoted and thus the transportability is facilitated.
  • the compression takes place by pressurizing the fluids in a closed area of the carrying and supporting structure.
  • the tubes (2, 4, 9) are formed from flexible tubes or corrugated tubes, a high compactness is achieved even with low weight, as this rolled up or folded and compressed can be packed.
  • the tubes (2, 4, 9) are provided with longitudinal reinforcements along the pipe guide.
  • This is increasing the stability and is advantageously achieved in that over the wall distributed longitudinal wires or longitudinal tubes or lattice-shaped sheaths made of tensile material welded or cast or attached by means of clamping and guiding grooves on the pipes or pipe parts.
  • the longitudinal reinforcement can be additionally filled or combined with other reinforcements, so that the buckling stability and the pressure stability, as well as other stability requirements are increased.
  • fasteners such as clamping or guide grooves on the pipes or pipe parts or integrated. The integration can also take place within the wall, if this diameter is increased, for example.
  • pipes can take a gewümschte form easier when filling.
  • the reinforcements of the pipes can be carried out with material application or removal, such as welding or melting or cutting processes.
  • process for the construction of carrying and retaining space parts or surface parts that individual pipe sections (4, 9) or networked pipes are provided with dimensions which are performed overlapping with other pipe shapes. Overlaps exist in that pipe ends protrude beyond other pipes and butt against each other by different diameters or pressures. This can be done parallel to each other or one above the other or even crossing.
  • the method of constructing supporting and retaining space parts or surface parts that individual pipe sections (4, 9) or networked pipes are arranged in multiple layers and the layers are held together, as by mutual guidance or brackets or by one or more attached guides or holders. brings parts which can be built up in several layers and also insulate by additionally tensioned surfaces between them. As a result, loads are distributed over several layers, which by the above-mentioned cohesive fasteners, such as clamps or brackets on pipes or surfaces characterized in that the cohesion of pipes by means of a clamping and the dodge in the clamping by means of parts joined between the pipes surfaces in the pipes cross
  • a user-friendly filling is achieved with the method for the construction of carrying and retaining space parts or surface parts that the pressure build-up by means of a vessel, which is acted upon by a water pressure or an air pressure and separates the pressurized fluids from the filling fluids. This is easily accomplished by placing the vessel at the highest point and allowing the tubes to slope there. But also by circulation of pressure fluid and the separation of the gas through a vent with gas collecting device and removal valve at a suitable location is possible.
  • the method for the construction of carrying and retaining space parts or surface parts that the compression of fluids by adding mass particles is done.
  • mass particles are available in the form of sand and gravel everywhere, whereby the task of compactness and transportability of such components is supported.
  • porosiere mass particles such as clay balls or calcareous balls are useful in terms of weight and stability.
  • An increase in stability through compaction is also achieved by filling with heated paraffins for densification and solidifying them on cooling.
  • a disadvantage would be emptying for transport by applying heat, but this is acceptable for long service life
  • FIG. 2 According to the task is also Figure 2 with a device for the construction of carrying and holding room parts or surface parts that by means of at least one pressure receiving plate (19), which is acted upon pressure part of a pipe or a region resiliently (18) and at least one side of the Pressure receiving plate is located in the reduced pressure range, and by means of connections (16, 17) to breakpoints or surfaces, the carrying capacity or holding capacity of the pipe or the area is increased.
  • This stabilizing forces can be attached to the support or holding elements by means of tensions with bands or wires, which are claimed to train.
  • the pressure difference between the two pressure areas and the area of the pressure-receiving plate dictate the tensile force.
  • support elements (15) for the clamping advantage In formed holding or supporting elements support elements (15) for the clamping advantage.
  • the resilient mounting of the pressure-receiving plate can be realized by a corrugated tube in the extended area (18).
  • the device for the construction of carrying and retaining space parts or surface parts that by means of strained wires (16, 17) or bands between pressure receiving plates (19) or between different areas of a pressure applied area, the load capacity is increased. This can be achieved by means of bracing systems with deflections and support elements and breakpoints a well-defined increase in the load capacity of the component.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

L'invention concerne un procédé et un dispositif destinés à la construction d'éléments dans l'espace ou dans un plan portant ou retenant des charges, en particulier pour des structures transportables ou temporaires. Le procédé selon l'invention est caractérisé en ce que des éléments porteurs et de retenue sont formés au moyen de tubes (2, 4, 9) et sont remplis (6) par au moins un fluide (3) afin qu'ils soient aptes à porter et à retenir des charges, et en ce qu'on réalise une stabilisation des fluides collectés par étanchéification dans au moins une zone fermée, ou pouvant être fermée, des tubes. L'invention concerne en outre un dispositif caractérisé en ce qu'au moins une plaque d'absorption de pression est montée dans une portion d'un tube ou d'une zone sollicitée à la pression, et en ce qu'au moyen de jonctions aux points ou aux surfaces de retenue, la capacité du support ou de retenue du tube ou de la zone est augmentée. L'invention décrit en outre des exemples d'utilisations avantageuses, par exemple en cas de situations d'urgence. L'invention répond ainsi au but recherché, à savoir, la réalisation d'éléments dans l'espace ou dans un plan, configurés de façon qu'ils puissent être construits facilement sur le site, tout en assurant une stabilité à un coût optimal, et tout en permettant un transport compact et à poids réduit.
PCT/EP2007/006353 2006-07-14 2007-07-12 Procédé et dispositif de construction d'éléments dans l'espace ou dans un plan, et leur utilisation Ceased WO2008014887A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102006033081.1 2006-07-14
DE102006033081 2006-07-14

Publications (2)

Publication Number Publication Date
WO2008014887A2 true WO2008014887A2 (fr) 2008-02-07
WO2008014887A3 WO2008014887A3 (fr) 2008-10-16

Family

ID=38997502

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2007/006353 Ceased WO2008014887A2 (fr) 2006-07-14 2007-07-12 Procédé et dispositif de construction d'éléments dans l'espace ou dans un plan, et leur utilisation

Country Status (1)

Country Link
WO (1) WO2008014887A2 (fr)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1659121C3 (de) * 1968-03-12 1974-03-07 Willy 8000 Muenchen Herold Raumgitterwerk mit stabartigen Verbindungsgliedern, die aus durch Innendruck gespannten Schläuchen bestehen
FR2483489A1 (fr) * 1980-05-28 1981-12-04 Bachmann Sa Structure gonflable a ossature polygonale
FR2544213B2 (fr) * 1982-09-16 1987-05-22 Cazorla Jean Claude Superstructure gonflable notamment pour les aires de terrains de sport et les piscines

Also Published As

Publication number Publication date
WO2008014887A3 (fr) 2008-10-16

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