EP1207238A2 - Cellules préfabriquées pour la construction de bâtiments - Google Patents

Cellules préfabriquées pour la construction de bâtiments Download PDF

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Publication number
EP1207238A2
EP1207238A2 EP01125600A EP01125600A EP1207238A2 EP 1207238 A2 EP1207238 A2 EP 1207238A2 EP 01125600 A EP01125600 A EP 01125600A EP 01125600 A EP01125600 A EP 01125600A EP 1207238 A2 EP1207238 A2 EP 1207238A2
Authority
EP
European Patent Office
Prior art keywords
room
cell according
space cell
lines
elements
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
EP01125600A
Other languages
German (de)
English (en)
Other versions
EP1207238B1 (fr
EP1207238A3 (fr
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.)
RESULIT GMBH
Original Assignee
Sueba Bau AG
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 DE10125867A external-priority patent/DE10125867A1/de
Application filed by Sueba Bau AG filed Critical Sueba Bau AG
Publication of EP1207238A2 publication Critical patent/EP1207238A2/fr
Publication of EP1207238A3 publication Critical patent/EP1207238A3/fr
Application granted granted Critical
Publication of EP1207238B1 publication Critical patent/EP1207238B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815Elements not integrated in a skeleton
    • E04B1/34823Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the invention relates to a prefabricated portable room cell, in particular from Concrete consisting of a floor slab, a ceiling slab and side walls in monolithic Composite exists, with several room cells to form a multi-storey
  • the building must be stacked on top of one another and connected to one another if necessary, laterally plate elements or similar spatial cells for formation additional building areas can be added.
  • Such a room cell is known from utility model 81 19 390.
  • a beam is provided on the outside of the ceiling tile without a wall panel, which is suitable through projections or openings, loads from neighboring Take up room cells.
  • the one to be installed Space cell not have such a high stability and can therefore weaker and cheaper to produce.
  • this well-known room cell is a pure shell part, in which all finishing work still has to be done on site. As is well known, this is associated with considerable effort, especially since the Space cell made of concrete for static reasons.
  • the present invention is based on the finding that the creation of Buildings will be significantly improved and at the same time less expensive if the essential parts of the usual installation work already in the factory Prefabrication of the room cell can be integrated. Hence the task of the present invention in that the known space cells improve the extent of prefabrication, especially with regard to installation work, can be increased significantly.
  • the pipe installation as well as the insulation are to be cast in the Formwork serving formwork expediently before concreting the Space cell made, so that automatically the desired connection with the concrete. If necessary, the lines can already do so Have connecting parts on the top of the base plate or on the bottom the ceiling plate open.
  • the projections mentioned for the formation of the desired space it is most convenient to have these protrusions by one on the outside
  • the space cell is stiffened becomes; the base plate then only needs a wall thickness of about 7 cm, the Ceiling plate of about 6 cm.
  • the other measure according to the invention is that the room cell on the inside on a defined wall area from the floor slab to the ceiling slab has running pretext shell with the said wall area forms a continuous installation channel closed in the circumferential direction.
  • This installation channel is already used in the prefabrication, in particular before concreting the room cell - with all required supply and disposal lines equipped, in a precisely defined position, so that the Cables cross the floor and ceiling slab - appropriately concreted in here are - and with stacked room cells aligned and only need to be connected by fasteners.
  • the cables laid in the installation duct are already in place as part of the prefabrication with the below the base plate or above cables laid for ceiling distribution are connected for horizontal distribution. This allows the room cell with the entire installation to be prefabricated.
  • An expedient development of the invention consists in sharing the spatial cell to be concreted with stairs so that they are due to the room cell their given load capacity together with those stacked below or above Room cells form a supporting column that runs from the basement to the roof and acts as a stability core for the entire building. This allows the laterally adjoining panel elements or room cells with a lower load-bearing capacity and are manufactured accordingly more cost-effectively.
  • Tongue and groove connections, screw connections and the like into consideration.
  • Protrusions or support pockets provided on the parts to be connected to to achieve support on the room cell. In these pockets are useful the connections for the horizontally laid supply and disposal lines intended.
  • FIG. 1 shows a floor of a building according to the invention in an exploded view.
  • a monolithically designed room cell 1 This is essentially made up of six individual surfaces, namely four Walls and a floor and a ceiling. It is possible to have window openings in the walls 2 or through openings 3 provided as long as ensured is that the stability of the room cell as a whole is not at risk.
  • openings 4 for one in the ceiling or in the floor A flight of stairs should be provided, which is expediently concreted together with the room cell to increase their stability.
  • spatial cells are directly closed by a vertically aligned plate element for a side wall 5 and a further vertically aligned plate element, that forms an end wall 6 of a building.
  • These plate elements 5 or 6 are just like the counter wall 7 or Rear wall 8 is relatively light, since it is only its own weight and vertically must bear the forces that are on them.
  • a cross stabilization with these four walls 5 to 8 of enclosed space is through the room cell 1.
  • These ceilings or floors are each on at least two sides supported on appropriate wall elements. That's why they all have only a uniform thickness of approx. 16 cm, which is their prefabrication in the precast concrete plant facilitated.
  • These ceiling elements are attached to special support pockets supported the room cell 1 so that they absorb tensile and compressive forces in particular can and thus support the wall elements 5 to 8 and acting on them Can derive horizontal forces on the room cell 1.
  • the special support pockets also have the (not shown here) Possibility of providing connections with which supply lines lead into the ceiling elements can be connected, be it for heating, electricity or other lines within a house.
  • the wall elements 5 to 8 coupled with each other and with the room cell 1 via tongue and groove connections, as shown in Figures 5 and 6.
  • a tongue and groove connection on the room cell 1 is a vertical one Spring 26 provided in a corresponding groove 27 on the narrow side the wall 5 engages.
  • Such a tongue and groove connection ensures one dry, d. H. mortar-free connection. If necessary, these connections be equipped with (not shown) swelling tapes in addition to fire protection also perform sealing functions.
  • These tongue and groove connections are secured by a screw connection 28, which is approximately in the upper third of the Butt joint between the plate elements 5 and the room cell 1 or the wall elements is appropriate.
  • Such fittings 28, their position in the Figure 2 is clearly visible, is shown in more detail in Figures 5 and 6.
  • a threaded bushing 29 is provided in the room cell 1 for this screw connection, which is held firmly in the concrete material of the room cell 1 via an anchor 30.
  • a screw 31 is screwed into this threaded bushing 29, which thereby a hole in an angle plate 32 runs.
  • This angle plate 32 is one Conventional reinforcement loop 33 firmly connected to the side wall 5. So that will by tightening the screw 31, the side wall 5 with its groove 27 firmly against the spring 26 pulled on the room cell 1.
  • the area in which the screw 31 lies in front of the angle plate 32 is located in a recess 34 in the side wall 5. After the screw 31 is screwed firmly into the threaded bushing 29 is, this recess 34 is plastered, so that the screw 28 in the finished Building is no longer recognizable.
  • groove 26 is interrupted in the area of the screw connection 28 is a particularly firm coupling of the wall in this area 5 to enable room cell 1.
  • Such plug-in elements 42 are shown in detail in FIG. 3: It can be seen two substantially square sockets 11, 12 on the lower edges of room cell walls can be inserted into these. About welded to the sockets Anchor plates 13 is an intimate connection of the sockets with the Concrete of the room cell walls guaranteed.
  • the sockets 11, 12 are assigned on the upper edge of the lower-lying space cells Plugs 14, 15. These plugs engage in the sockets 11 and thus align the superimposed spatial cells against each other.
  • the plugs are provided with appropriate alignment elements.
  • the connector 14 shown is the alignment element 16 with a total of four contact surfaces 17 provided, which fit precisely into the square socket 11. This Contact surfaces are provided with bevels 18 at their upper end.
  • the second connector 15 is only with two contact surfaces 19 on its alignment element 20 provided. With their distance they fill the socket assigned to them 12 only in the transverse direction and thus cause when the socket 12 is placed their alignment and thus also the alignment of the attached room cell.
  • the Alignment element 20 has a smaller distance with its flat sides 21 than the corresponding width of the socket 12. So that the connector 15 is within the Bushing 12 is longitudinally displaceable and can therefore easily compensate if necessary guarantee of dimensional inaccuracies.
  • FIG 4 is still a device for supporting a connector shown.
  • a sheet 23 rests on the upper edge of the room cell 22, which is provided with a threaded bush 24.
  • this threaded bushing can Transport a room cell 1, a hook can be screwed in, then on the Construction site is removed.
  • the threaded bushing 24 fixed over a sleeve rod 25 in the wall of the Integrated cell 1. After setting down room cell 1 at its destination and removing the hook (not shown) from the threaded bush 24 then placed on the top of the sheet 23 a connector 14 or 15, these engage with the screws 43 guided centrally on them into the bushing 24.
  • an installation channel 10 is provided, which due to the precise Alignment of individual room elements is ideally suited to in it To route cables of all kinds through different floors.
  • FIG. 11 shows several identical room cells 1 which are stacked on top of one another in alignment are.
  • the spatial cells do not stand on each other over the whole area but have them at its lower edge protruding projections 1a in the form of a circumferential Frame.
  • each room cell stands on the one below it Space cell.
  • This forms the base plate 9a of the upper room cell a recess 54 opposite the ceiling plate 9b of the one below Space cell.
  • the resulting space between the two room cells becomes used for the installation of supply and disposal lines to the installation lines distribute horizontally, and not just for the one shown Room cell itself, but also for neighboring building areas.
  • a water pipe 55 is shown in FIG. 11; it can be the same these are empty pipes, electrical lines or other. critical is that the shape of the room cells means that there is free space for laying offer lines for horizontal distribution.
  • insulating material 56 is completed.
  • This insulating material is used for sound and heat insulation. It is also preferably used to fix the lines 55, For example, by gluing the cables into recesses in the insulation.
  • the adjacent floor slab or ceiling slab of the room cell is attached to the Insulation and, if necessary, also to the holding means of the supply and disposal lines cast on, so that no additional assembly measures are necessary are. At the same time, there is no need for subsequent breakthroughs for the side emerging lines as shown at reference number 57.
  • the line must be there only have a connecting sleeve or the like to connect to produce adjacent line.
  • the front shell 60 as a support for the vertical Installation duct 10 to be laid lines is used.
  • the holding means 62 is attached to the wall pan 60. The same applies to the other, not shown Cables.
  • the pretext shell 60 is with all those running in the installation channel 10 pipes, which later cast through floor and ceiling panels, were prefabricated and then positioned in the formwork intended for casting the room cell. It then automatically connects when the room cell is concreted this, which is still useful by holding pins 63, brackets or the like that the Cross the joint between the two parts, is supported.
  • FIG. 13 shows the connection of an adjacent floor or ceiling plate 70 a room cell 1.
  • room cell 1 has several at its lower edge Recesses into which corresponding projections 70a of the plate 70 engage, and in such a way that the panel does not move from its adjacent room cell, but instead just as it is carried by the room cell underneath.
  • Figure 13 also shows that the room cells already have integrated underfloor heating by heating pipes 65 cast in concrete. These heating pipes can in the manner described above from the vertical lines in the Installation duct 10 branched off and horizontally into neighboring building areas to get redirected.
  • the spatial cell according to the invention is characterized by a unusually high degree of prefabrication and due to the achieved thereby Precision through optimal connection and connection options with the neighboring ones Components. The subsequent installation and assembly effort is drastically reduced.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Panels For Use In Building Construction (AREA)
  • Seasonings (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP01125600A 2000-11-16 2001-10-26 Cellules préfabriquées pour la construction de bâtiments Expired - Lifetime EP1207238B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE10056892 2000-11-16
DE10056892 2000-11-16
DE10125867 2001-05-25
DE10125867A DE10125867A1 (de) 2000-11-16 2001-05-25 Vorgefertigte Raumzelle zur Herstellung von Gebäuden

Publications (3)

Publication Number Publication Date
EP1207238A2 true EP1207238A2 (fr) 2002-05-22
EP1207238A3 EP1207238A3 (fr) 2003-08-13
EP1207238B1 EP1207238B1 (fr) 2006-03-29

Family

ID=26007682

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01125600A Expired - Lifetime EP1207238B1 (fr) 2000-11-16 2001-10-26 Cellules préfabriquées pour la construction de bâtiments

Country Status (8)

Country Link
EP (1) EP1207238B1 (fr)
AT (1) ATE321920T1 (fr)
CZ (1) CZ20014064A3 (fr)
DE (1) DE50109361D1 (fr)
ES (1) ES2260143T3 (fr)
HU (1) HUP0104880A3 (fr)
PL (1) PL350705A1 (fr)
PT (1) PT1207238E (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008045394A1 (de) 2008-09-02 2010-03-04 Veit Dennert Kg Baustoffbetriebe Industriell vorfertigbare Raumzelle für ein Gebäude in Modularbauweise
DE102016120047A1 (de) 2016-10-20 2018-04-26 Dmf Deutsche Modulhaus Fabrik Gmbh Vorrichtung und Verfahren zur einstückigen Herstellung eines drei Seitenelemente sowie ein Bodenelement und/oder ein Deckenelement aufweisenden Raummoduls
GB2576442A (en) * 2019-10-25 2020-02-19 Laing Orourke Plc Riser system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL441517A1 (pl) * 2022-06-21 2023-12-27 Bartosz Rembowski System modułowych, prefabrykowanych elementów konstrukcyjnych i sposób ich montażu

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8119390U1 (de) 1981-07-03 1983-04-14 Beton-Bau GmbH, 6833 Waghäusel "beton-raumzelle zur erstellung von gebaeuden"

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3703058A (en) * 1970-09-14 1972-11-21 Building Block Modules Inc Modular building construction and erection system utilizing selectively oriented modules
US3812637A (en) * 1972-01-03 1974-05-28 Y Yang Method for erecting a reinforced concrete building
DE2200052A1 (de) * 1972-01-03 1973-07-19 Righi Erich Dipl Ing Bauelemente aus beton und damit errichtete wohngebaeude
US4120133A (en) * 1973-06-04 1978-10-17 Credelca A.G. Method of constructing a transportable prefabricated room element
CH572559A5 (en) * 1973-09-21 1976-02-13 Rinter Technik Ag Reinforced concrete holed room cell with building - with upward and downward bends on ceiling and floor edges for longitudinal reinforcement
DE2431424C2 (de) * 1974-06-29 1985-01-31 Lorenz 4600 Dortmund Kesting Verfahren zum Herstellen einer einseitig offenen Stahlbetonraumzelle und Bausatz zur Durchführung des Verfahrens
SE508852C2 (sv) * 1997-03-10 1998-11-09 Concrete Volumes Sweden Ab Anordning för att lösgörbart förbinda fyra i en byggnad ingående, prefabricerade byggenheter
ATE365251T1 (de) * 1999-04-14 2007-07-15 Simon Alexander Modulares gebäudekonstruktionssystem

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8119390U1 (de) 1981-07-03 1983-04-14 Beton-Bau GmbH, 6833 Waghäusel "beton-raumzelle zur erstellung von gebaeuden"

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008045394A1 (de) 2008-09-02 2010-03-04 Veit Dennert Kg Baustoffbetriebe Industriell vorfertigbare Raumzelle für ein Gebäude in Modularbauweise
DE102008045394B4 (de) * 2008-09-02 2010-10-21 Veit Dennert Kg Baustoffbetriebe Industriell vorfertigbare Raumzelle für ein Gebäude in Modularbauweise
DE102016120047A1 (de) 2016-10-20 2018-04-26 Dmf Deutsche Modulhaus Fabrik Gmbh Vorrichtung und Verfahren zur einstückigen Herstellung eines drei Seitenelemente sowie ein Bodenelement und/oder ein Deckenelement aufweisenden Raummoduls
WO2018073325A1 (fr) 2016-10-20 2018-04-26 Dmf Deutsche Modulhaus Fabrik Gmbh Dispositif et procédé pour produire d'un seul tenant un module formant un espace, lequel module présente trois éléments latéraux et un élément formant fond et/ou un élément formant couvercle et module formant espace de ce type
DE102016120047B4 (de) 2016-10-20 2018-05-03 Dmf Deutsche Modulhaus Fabrik Gmbh Vorrichtung und Verfahren zur einstückigen Herstellung eines drei Seitenelemente sowie ein Bodenelement und/oder ein Deckenelement aufweisenden Raummoduls
GB2576442A (en) * 2019-10-25 2020-02-19 Laing Orourke Plc Riser system
EP3812524A3 (fr) * 2019-10-25 2021-12-29 Laing O'Rourke Plc Système de colonne montante
GB2576442B (en) * 2019-10-25 2022-06-01 Laing Orourke Plc Riser system

Also Published As

Publication number Publication date
CZ20014064A3 (cs) 2002-07-17
ATE321920T1 (de) 2006-04-15
DE50109361D1 (de) 2006-05-18
HUP0104880A3 (en) 2003-05-28
PT1207238E (pt) 2006-07-31
EP1207238B1 (fr) 2006-03-29
PL350705A1 (en) 2002-05-20
HU0104880D0 (en) 2002-01-28
HUP0104880A2 (hu) 2002-12-28
EP1207238A3 (fr) 2003-08-13
ES2260143T3 (es) 2006-11-01

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