EP0490254A1 - Zerlegbare Halle - Google Patents

Zerlegbare Halle Download PDF

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Publication number
EP0490254A1
EP0490254A1 EP91120836A EP91120836A EP0490254A1 EP 0490254 A1 EP0490254 A1 EP 0490254A1 EP 91120836 A EP91120836 A EP 91120836A EP 91120836 A EP91120836 A EP 91120836A EP 0490254 A1 EP0490254 A1 EP 0490254A1
Authority
EP
European Patent Office
Prior art keywords
foundation plate
roof
hall according
detachable
pipe
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.)
Withdrawn
Application number
EP91120836A
Other languages
German (de)
English (en)
French (fr)
Inventor
Hans Victor Schönfeld
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.)
PTS PATENTS AND TRADEMARK RIGHTS SERVICES NV
Original Assignee
PTS Patents and Trademark Rights Services NV
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 PTS Patents and Trademark Rights Services NV filed Critical PTS Patents and Trademark Rights Services NV
Publication of EP0490254A1 publication Critical patent/EP0490254A1/de
Withdrawn legal-status Critical Current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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205—Small buildings erected in the open air
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205—Small buildings erected in the open air
    • E04H1/1211—Waiting shelters for bus stops

Definitions

  • the invention relates to a demountable hall, consisting of pipe supports with devices for the lateral reception or attachment of plate-shaped components between the adjacent supports, such as Glass panes, building material panels or the like, as well as a roof surface arranged between the upper ends of the supports and a foundation plate serving to fasten the supports.
  • Detachable halls of this type are preferably used as waiting halls, in particular on bus and train lines, and as pavilions and the like, which are made in a popular manner from aluminum or stainless steel pipe supports with glass and advertising surfaces arranged in between.
  • the corner formation of the profiles comprising the roof surfaces is technically very complex and must also be designed to be extremely stable, on the one hand to obtain a stable torsion-resistant roof construction and on the other hand to ensure a relatively firm connection on or laterally on the outer surfaces of the tubular supports.
  • Another disadvantage is the assembly of the halls on heavily frequented traffic routes, streets and squares, the traffic being unnecessarily long hindered by the necessary demarcation of the construction site and the extensive assembly time.
  • DE-GM 79 15 954 discloses a generic, separable room cell which can be assembled into large-scale units and in which a floor element is connected to a ceiling element by means of corner columns.
  • the connection of the pillar-forming corner pillars in this known room cell consist of plug-in elements which are not suitable for open and free-standing halls because of the lack of a positive connection.
  • the corner pillars, which are made with a lot of material, cannot be used for the bending forces that occur, because the cross-section of the plug connections is smaller than the cross-section of the supports.
  • the strength of such a room cell is only achieved by inserting the wall elements.
  • This known construction is not suitable for the production of open or semi-open halls.
  • the invention is therefore based on the object of creating a demountable hall of the type described above, with which a very high static strength is achieved with a low cost of materials.
  • a hall equipped with these features can be produced very quickly and precisely regardless of the weather in workshops and can be set up completely and ready for use in a short time at the intended places without significantly obstructing traffic. Furthermore, such halls can be made available in a few minutes if there is an unexpectedly high demand and can be moved to other locations at short notice without additional assembly work. These halls are optimally protected against corrosion and equipped with all connection devices for the supply and disposal lines, such as power and telephone cables, as well as waste water pipes. The interchangeability when individual components of such a hall are damaged is incomparably simple and quick to carry out.
  • the foundation slabs that can be equipped with functional flooring, such as wear-resistant brick up to the demanding mosaic floor, can also be selected depending on the type of stand from an aesthetic point of view. Furthermore, because of the workshop production, the floor covering can also be expediently provided with permanent advertising or informational labeling, which cannot be produced outside of workshops or can only be produced with great difficulty.
  • Fig. 1 the dismantled hall is shown with the required individual parts, in which the easy assembly of the individual parts can be seen.
  • the pipe supports 1 consist of extruded pipes which are cut to the desired length, untreated and without connecting elements with the full cross-sectional area 19 in the direction of arrow 20 with a close fit into the guide pipes 2 up to the lower stop plate 10.
  • the pipe supports 1 are thus already aligned parallel to one another and in height in the same horizontal plane. It is only necessary to lock the pipe supports 1 by screwing in the securing bolts 4 through the bolt channels 14 provided for this purpose in the side edges 13 of the foundation plate 3.
  • the arrangement of the support-receiving guide tubes 2 is shown in more detail in a section 18 of the foundation plate 3.
  • the guide tube 2 is provided on the outer wall with welded elevations for the reinforcement in the concrete, for example with welded head bolts 24.
  • a secure, movement-free fit of the guide tubes 2 in the foundation plate 3 is achieved even under high loads.
  • the supports 1 are kept correctly aligned at right angles to the surface 16 of the foundation plate 3 and are also adjusted in height in one plane by the welded-on stop plates 10.
  • a quick assembly is also ensured because no connecting elements are required at the ends of the supports and the entire cross-sectional area 19 of the cut pipe supports 1 is received unchanged in the guide tube 2.
  • the stop plate 10 is advantageously provided with an opening in the central area, for example with a bore 25, in order to ensure the drainage of the rainwater.
  • a standardized connection sleeve 36 can be arranged in the foundation plate 3 for connection to the sewage disposal for this purpose.
  • Such a connecting sleeve 36 can advantageously be firmly cast in the concrete during the manufacture of the foundation plate 3.
  • the bore 25 and the connecting sleeve 36 can also be used, for example in another, adjacent pipe support 1, as a supply line for supply lines, for example for power cables, telephone connecting lines or the like.
  • the welded-on stop plate 10 can be made larger than the cross-sectional area 19 of the guide tube 2, as a result of which a larger anchoring surface in the foundation plate 3 is achieved in connection with the welded-on head bolts 24.
  • the guide tubes 2 are expediently used to avoid corrosion below the upper level of the surface 16, so that the upper edge 26 of the guide tubes 2 is still covered by the upper layer of the foundation plate 3 when the surface 16 is chamfered to form a putty joint 17 is.
  • the chamfered putty joint 17 can correspond in width, for example, to the existing tile joints of a tiled surface 16 of the foundation plate 3, so that on the support 1 used, a clean connection to the finished coated surface 16 can also be made with a suitable joint putty or the like with little work achieved and thus a completely watertight closure is achieved.
  • the tube support 1 After inserting the tube support 1 (not shown in FIG. 2) into the guide tube 2, the tube support 1 is firmly anchored in the foundation plate 3 by means of a securing bolt 4.
  • the securing bolt 4 is pushed through a bolt channel 14 accessible from the side edge 13 of the foundation plate 3 through the bores 12 in the guide tube 2 and in the tube supports 1 and, for example, by means of thread 28 in a bolt lock 15, for example in the form of a welded-on threaded nut 29, screwed tight.
  • the bolt channel 14 is expediently closed in a moisture-proof manner with a sealing plug 30 in the direction of the arrow shown.
  • the roof covering of the demountable hall is trough-shaped, made in one piece. At least in a roof corner 6 there is a breakthrough serving as a drain 23 through which the rainwater is introduced from the roof surface 7 into the interior of a pipe support 1 and - as described - is supplied to the sewer in the roof surface 7.
  • this drain 23 can be equipped with a drain grommet 33, whereby not only the roof corner 6 is stabilized, but also the rainwater can be introduced in a targeted manner, for example into the inner pipe 34 of a double pipe support.
  • Such a roof corner 6 is placed in the sector-like recesses 5 of the cross-sectional area 19 of the pipe supports 1 already installed in the foundation 3 and secured by means of screwed-in connecting elements of a known type which are guided through the bores 35.
  • the open cross section at the upper end of the pipe supports 1 is closed by means of an end cap (8) which can be plugged onto the pipe profile 1.
  • an end cap (8) which can be plugged onto the pipe profile 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP91120836A 1990-12-11 1991-12-04 Zerlegbare Halle Withdrawn EP0490254A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19904039424 DE4039424C1 (enExample) 1990-12-11 1990-12-11
DE4039424 1990-12-11

Publications (1)

Publication Number Publication Date
EP0490254A1 true EP0490254A1 (de) 1992-06-17

Family

ID=6420006

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91120836A Withdrawn EP0490254A1 (de) 1990-12-11 1991-12-04 Zerlegbare Halle

Country Status (2)

Country Link
EP (1) EP0490254A1 (enExample)
DE (1) DE4039424C1 (enExample)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006014809B4 (de) * 2006-03-29 2009-04-16 Hodes Bouwsystemen B.V. Bauwerk aus Fertigteilen

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2267435A1 (en) * 1974-04-12 1975-11-07 Lemettre Gerard Modular steel-framed building construction - has welded crowns joining posts, floor base and foundation

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7716535U1 (de) * 1977-05-25 1977-09-01 Betonwerk Hof Raithel Gmbh, 8670 Hof Fertigbauwerk
DE7915954U1 (de) * 1979-06-01 1979-11-29 B & W Transportsysteme Gmbh, 2400 Luebeck Zu grossraumeinheiten zusammenstellbare, zerlegbare raumzelle
FR2542354B2 (fr) * 1983-03-09 1987-07-31 Bourlier Claude Abri individuel blinde transportable et demontable

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2267435A1 (en) * 1974-04-12 1975-11-07 Lemettre Gerard Modular steel-framed building construction - has welded crowns joining posts, floor base and foundation

Also Published As

Publication number Publication date
DE4039424C1 (enExample) 1992-02-06

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Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19911230

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

17Q First examination report despatched

Effective date: 19921217

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: PTS PATENTS AND TRADEMARK RIGHTS SERVICES NV

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19931020