EP1207238B1 - Cellules préfabriquées pour la construction de bâtiments - Google Patents

Cellules préfabriquées pour la construction de bâtiments Download PDF

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Publication number
EP1207238B1
EP1207238B1 EP01125600A EP01125600A EP1207238B1 EP 1207238 B1 EP1207238 B1 EP 1207238B1 EP 01125600 A EP01125600 A EP 01125600A EP 01125600 A EP01125600 A EP 01125600A EP 1207238 B1 EP1207238 B1 EP 1207238B1
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EP
European Patent Office
Prior art keywords
room
room cell
cell
cells
panel
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
EP01125600A
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German (de)
English (en)
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EP1207238A3 (fr
EP1207238A2 (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
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RESULIT GmbH
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 RESULIT GmbH filed Critical RESULIT GmbH
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

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures 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
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the invention relates to a prefabricated transportable space cell, in particular of concrete, which consists of a bottom plate, a ceiling plate and side walls in monolithic composite, wherein a plurality of space cells stacked to form a multi-storey building and are to connect together and optionally laterally plate elements or similar space cells to form another Building areas are cultivable.
  • Such a space cell is known by the utility model 81 19 390.
  • a joist is provided on a wall plate-free outside of the ceiling plate, which is suitable by projections or openings to absorb loads from adjacent space cells. Due to this support, the space cell to be grown does not need to have such a high stability and can consequently be produced weaker and more cost-effectively.
  • this known space cell is a pure shell part in which subsequently still all finishing work must be made locally on site. This is known to be associated with considerable effort, in particular, since the room cell is made of concrete for static reasons.
  • CH 572 559 Another room cell has become known through CH 572 559. It has on its underside several downwardly projecting projections and on its upper side a plurality of upwardly projecting projections, so that in relation to the bottom plate as well as against the ceiling plate in each case a return arises, in which supply lines for horizontal distribution and optionally for connecting adjacent building areas and a large area Insulation can be accommodated.
  • the present invention is based on the recognition that the construction of buildings is considerably improved and at the same time less expensive if the essential parts of the usual installation work can already be integrated into the factory prefabrication of the room cell. Therefore, the object of the present invention is to improve the known space cells so that the extent of prefabrication, in particular with regard to the installation work, can be substantially increased.
  • the room cell has a front wall shell which rises vertically from the floor slab to the ceiling slab and forms an installation channel with said wall area, so that this installation duct contains supply and disposal lines in a defined position. that the lines pass through the floor and ceiling plate and are connectable to each other in interconnected space cells by connecting elements.
  • This installation channel is already in the context of prefabrication, in particular before concreting the room cell, equipped with all the desired supply and disposal lines, in a well-defined position so that the lines traverse the floor and ceiling plate - are conveniently cast in here - and at aligned space cells aligned with each other and must be connected only by fasteners.
  • pre-wall shell serves as a carrier for the laid in the installation duct lines.
  • the room cell similar to that in CH 572 559 on its underside several after downwardly projecting projections and / or on its upper side has a plurality of upwardly projecting projections and the recess formed thereby the bottom plate or the ceiling plate supply and disposal lines for horizontal distribution and optionally for connecting adjacent building areas and also contains a large-scale insulation.
  • the lines laid in the installation duct are already connected in the context of prefabrication with the lines laid below the floor slab or above the ceiling slab for horizontal distribution.
  • the room cell can be prefabricated with the entire installation.
  • the said insulation can be used to separate or decouple adjacent room cells from heat and sound technology, in particular to bring about cavity damping.
  • the insulation is suitably used as a carrier for the media lines.
  • the installation of the cable as well as the insulation are expediently carried out in the mold used to cast the room cell before concreting the room cell, so that the desired connection with the concrete automatically results.
  • the lines may also already have connecting parts which open at the top of the bottom plate or on the underside of the top plate.
  • these projections by one on the outside Form edge of the bottom plate or the ceiling plate surrounding frame, which may optionally be interrupted locally to the passage of lines.
  • Such a frame has the additional advantage that the room cell is stiffened; The bottom plate then only needs a wall thickness of about 7 cm, the ceiling plate of about 6 cm.
  • An expedient development of the invention is to concretize the room cell together with staircases so that they form the space cell due to their carrying capacity together with the stacked below or above room cells a support column that passes from the basement to the roof and as a stability core for the entire Building acts.
  • the laterally adjoining plate elements or space cells can be produced in a lower load capacity and correspondingly less expensive.
  • the stability core is to connect the stacked space cells so that not only lateral forces, but also tensile forces can be absorbed. This can be done by a positive connection via plug-in elements. Likewise or additionally, however, the space cells can also be braced against each other by means of tensioning elements that act in the vertical direction, for example by traction devices that run from the basement level to the top floor.
  • connection of laterally adjacent plate elements or the like come tongue and groove joints, fittings and the like into consideration.
  • projections or support pockets are provided expediently on the parts to be joined in order to achieve a support to the room cell.
  • connections for the horizontally installed supply and disposal lines are provided in these storage bags.
  • Figure 1 can be seen a floor of a building according to the invention in an exploded view.
  • a monolithically formed 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 provide window openings 2 or passage openings 3 in the walls, as long as it is ensured that as a result the stability of the room cell as a whole is not jeopardized.
  • openings 4 for a flight of stairs can be provided in the ceiling or in the floor, which is expediently concreted together with the room cell in order to increase their stability.
  • such a space cell forming a stability core within a building is directly adjoined by a vertically aligned plate element for a side wall 5 and another vertically aligned plate element forming an end wall 6 of a building.
  • These plate elements 5 or 6 are relatively easy as well as the in turn abutting counter-wall 7 and rear wall 8, since they only have to pay their own weight and vertically on them bearing forces.
  • a stabilization of the space enclosed by these four walls 5 to 8 space takes place through the room cell.
  • the space formed by the plate elements 5 to 8 as walls is closed at the top via horizontal plate elements forming ceilings or bottoms 9.
  • These ceilings or floors are each deposited on at least two sides on corresponding wall elements. They therefore all only have a uniform thickness of about 16 cm, which facilitates their prefabrication in precast concrete plant.
  • These ceiling elements are supported by special support pockets on the room cell 1, so that they can absorb in particular tensile and compressive forces and thus support the wall elements 5 to 8 and can derive on these acting horizontal forces on the room cell 1.
  • the special storage bags also have the possibility (not shown here) of providing connections with which supply lines can be connected into the ceiling elements, whether for heating, electricity or other lines within a house.
  • a threaded bushing 29 is provided in the room cell 1, which is held firmly in the concrete material of the room cell 1 via an anchor 30.
  • a screw 31 is screwed, which runs through a hole in an angle plate 32.
  • This angle plate 32 is connected via a conventional reinforcing loop 33 fixed to the side wall 5.
  • the area in which the screw 31 is located in front of the angle plate 32 is located in a recess 34 in the side wall 5.
  • groove 26 is interrupted in the region of the screw 28, so as to enable a particularly strong coupling of the wall 5 to the room cell 1 in this area.
  • a screw connection between such adjacent ceiling elements is provided, as shown in Figures 7 and 8.
  • 9 angle plates 38 are provided in each ceiling element, which are firmly integrated via corresponding reinforcement loops 39 in the ceiling elements 9.
  • the angle plates 38 of adjacent ceiling elements 9 are in opposite directions Bags 40 are provided so that they are to couple with each other without major problems via a screw-nut connection 41. After this screw-nut connection 41 is firmly locked, the pockets 40 are filled, so that the coupling of ceiling elements together is ultimately completely unobtrusive.
  • plug-in elements 42 are shown in detail in Figure 3: It can be seen two substantially square bushes 11, 12 which are used at the lower edges of the space cell walls in this. Anchor plates 13 welded to the sockets thereby ensure an intimate connection of the sockets with the concrete of the space cell walls.
  • the jacks 11, 12 are assigned to the upper edge of the lower-lying room cells plug 14, 15. These plugs engage in the sockets 11 and thus align the stacked space cells against each other.
  • the connectors are hereby provided with corresponding alignment elements.
  • the alignment element 16 is provided with a total of four contact surfaces 17 which engage precisely in the square bushing 11. These contact surfaces are provided at its upper end with chamfers 18.
  • the second plug 15 is provided only with two contact surfaces 19 on its alignment element 20. They fill with their distance their assigned socket 12 only in the transverse direction and thus cause the placement of the socket 12 whose alignment and thus the orientation of the attached space cell.
  • the alignment element 20 has with its flat sides 21 a smaller distance than the corresponding width of the socket 12. Thus, the plug 15 is within the Bush 12 longitudinally displaceable and thus can optionally ensure a slight compensation of dimensional inaccuracies.
  • a device for Auflagerung a plug connection is also shown.
  • a sheet 23 which is provided with a threaded bushing 24.
  • a hook can be screwed when transporting a room cell 1, which is then removed at the site.
  • the threaded bushing 24 is firmly integrated on a sleeve rod 25 in the wall of the room cell 1. After discontinuing the room cell 1 at its destination and removal of the hook (not shown) from the threaded bushing 24 is then placed on the top of the plate 23, a plug 14 or 15, which engage with centrally guided on them screws 43 into the socket 24.
  • Such stacked space cells form due to their connection via the plug-in elements within the building a stability core, the arrangement of this stability core at an outer corner of the building still brings the advantage that on this stability core particularly effective stabilization of the building in several directions is possible.
  • an installation channel 10 is provided in the space cells that are precisely stacked on each other, which is ideally suited to each other due to the precise alignment of individual space elements to guide in it lines of all kinds through different floors.
  • upstands 45, 46 which encircle the uppermost floor ceiling 44 at the outer edge are provided.
  • a roof frame 47 is inserted, which carries the roof covering 49 via side members 48.
  • the floor ceiling 44 conducts vertical forces from the stored roof truss in a building wall 50 from which is provided with a previously set insulation 51. Horizontal forces according to the arrow 52 forwards the floor slab element 44 to a corresponding room cell 1, not shown here, via which these forces can then be correspondingly reduced.
  • Figure 11 shows several similar room cells 1, which are stacked in alignment.
  • the space cells are not over the entire surface but have at their lower edge downwardly projecting projections 1a in the form of a circumferential frame.
  • each room cell stands on its underlying room cell.
  • the bottom plate 9a of the upper space cell forms a recess 54 with respect to the ceiling plate 9b of the underlying space cell.
  • the resulting space between the two room cells is used for the installation of supply and disposal lines to distribute the installation lines horizontally, not only for the shown room cell itself, but also for adjacent building areas.
  • a water pipe 55 is shown; It may also be empty pipes, electrical wiring or other. It is crucial that the room cells offer a space for laying cables for horizontal distribution.
  • the intermediate space formed by the recess 54 is filled with insulating material 56.
  • This insulating material is used for sound and heat insulation.
  • it is also used for fixing the lines 55, for example by the lines are glued into recesses of the insulation.
  • the adjacent base plate or ceiling plate of the room cell is molded onto the insulation and possibly also to holding means of the supply and disposal lines, so that no additional installation measures are necessary.
  • subsequent breakthroughs for laterally emerging lines are unnecessary, as shown at reference numeral 57.
  • the line must have there only a connection sleeve or the like to make the connection to the adjacent line.
  • each room cell has an integrated vertical installation channel 10.
  • This installation channel is located at a defined position on the inside of the room cell, in particular at a corner, as shown in the enlarged detail of FIG 12.
  • the installation channel is formed by an L-shaped prewall shell 60, whereas otherwise a pre-wall shell with a U-shaped cross section would be used.
  • the prewall wall 60 between two opposite walls of the room cell, so that you can make do with a flat wall plate.
  • the facing shell 60 is used as a carrier for the vertical installation channel 10 to be laid lines.
  • only one sewer pipe 61 is shown, which is fastened to the pre-wall shell 60 via retaining means 62. The same applies to the other, not shown lines.
  • the prewall shell 60 is prefabricated with all running in the installation channel 10, the later-poured floor and ceiling panels passing through lines and then positioned in the space provided for casting the formwork. It then connects automatically when concreting the room cell with this, which is useful still supported by retaining pins 63, strap or the like, which traverse the joint between the two parts.
  • the said lines can be connected at the upper and lower ends as well as at the lateral outlet openings of the room cell with the corresponding connection lines, they are each provided at their ends with special connectors, clamping sleeves or the like.
  • FIG. 13 shows the connection of an adjacent floor or ceiling plate 70 to a room cell 1.
  • the space cell 1 at its lower edge a plurality of recesses into which corresponding projections 70a of the plate 70 engage, in such a way that the plate is not from their laterally adjacent room cell, but as well as this is carried by the underlying space cell.
  • Figure 13 shows that the room cells can already have an integrated floor heating by cast-in heating pipes 65. These heating pipes can be branched off in the manner described above from the vertical lines in the installation channel 10 and forwarded horizontally in adjacent building areas.
  • the space cell according to the invention is characterized by an unusually high degree of prefabrication and due to the precision achieved by optimal connection and connection options with the adjacent components. The subsequent installation and installation effort is thus drastically reduced.

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  • 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)
  • Rod-Shaped Construction Members (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Seasonings (AREA)

Claims (17)

  1. Cellule (1) préfabriquée transportable, notamment en béton, qui est composée d'une plaque de plancher (9a), d'une plaque de plafond (9b) et de murs latéraux (5, 6, 7, 8) formant une construction monolithique, sachant que, pour réaliser un bâtiment de plusieurs étages, il convient de superposer et d'assembler plusieurs cellules et que, pour former des zones de bâtiment supplémentaires, des plaques (70) ou des cellules (1) analogues pouvant éventuellement être annexées latéralement aux précédentes cellules, caractérisée en ce qu'elle présente à l'intérieur, sur une zone de mur délimitée, une coque en avant du mur (60) s'élevant verticalement depuis la plaque de plancher (9a) jusqu'à la plaque de plafond (9b), qui forme avec la zone de mur citée une goulotte d'installation (10), en ce que ladite goulotte d'installation (10) abrite des conduites d'alimentation et d'évacuation (61) en un emplacement défini, de telle sorte que les conduites (61) traversent les plaques de plancher et de plafond (9a, 9b) et peuvent être assemblées entre elles par des éléments de raccordement (61a) lorsque des cellules sont superposées.
  2. Cellule selon la revendication 1, caractérisée en ce que la coque en avant du mur (60) sert de support aux conduites (61) posées dans la goulotte d'installation (10).
  3. Cellule selon la revendication 1, caractérisée en ce que la cellule (1) présente sur sa face inférieure plusieurs saillies (1a) pointant vers le bas et/ou sur sa face supérieure plusieurs saillies pointant vers le haut, et en ce que le retrait (54) de la plaque de plancher (9a) ou de la plaque de plafond (9b) ainsi formé renferme des conduites d'alimentation et d'évacuation (55) pour procéder à une distribution horizontale et éventuellement pour y raccorder des zones de bâtiment adjacentes, ainsi qu'une isolation (56) s'étendant sur une grande surface.
  4. Cellule selon les revendications 1 et 3, caractérisée en ce que les conduites (61) posées dans la goulotte d'installation (10) débouchent dans le retrait (54).
  5. Cellule selon la revendication 1, caractérisée en ce que, dans le cadre de la préfabrication, les conduites (61) posées dans la goulotte d'installation (10) sont déjà raccordées à des conduites (55) destinées à la distribution horizontale qui sont posées sous la plaque de plancher (9a) ou sur la plaque de plafond (9b).
  6. Cellule selon la revendication 3, caractérisée en ce que la plaque de plancher (9a) ou la plaque de plafond (9b) est coulée sur l'isolation (56) et sur les conduites d'alimentation et d'évacuation (55) ou sur leurs moyens de fixation.
  7. Cellule selon la revendication 3, caractérisée en ce que l'isolation (56) sert de support aux conduites d'alimentation et d'évacuation (55).
  8. Cellule selon la revendication 3, caractérisée en ce que les saillies (1a) sont formées par un cadre situé sur le bord inférieur ou supérieur de la cellule (1), qui en fait tout le tour et qui est éventuellement interrompu par endroits.
  9. Cellule selon la revendication 1, caractérisée en ce qu'elle est composée de béton et en ce que des cellules superposées en étant alignées les unes sur les autres constituent pour le bâtiment une colonne porteuse ininterrompue du sous-sol jusqu'au toit.
  10. Cellule selon la revendication 1, caractérisée en ce que des cellules (1) empilées les unes sur les autres sont assemblées via des éléments enfichables (42) absorbant les forces transversales.
  11. Cellule selon la revendication 10, caractérisée en ce que les éléments enfichables (42) présentent des dispositifs de sécurité contre la traction qui leur permettent d'absorber également des forces de traction.
  12. Cellule selon la revendication 1, caractérisée en ce que des cellules (1) empilées les unes sur les autres sont assemblées par des éléments de serrage agissant dans la direction verticale, notamment des moyens de traction s'étendant d'un tenant depuis le sous-sol jusqu'à l'étage sous le toit.
  13. Cellule selon la revendication 1, caractérisée en ce que la cellule (1) est reliée à des plaques (5, 6) formant des murs par le biais d'assemblages à rainure et languette (26, 27) et/ou par un assemblage par vis (28).
  14. Cellule selon la revendication 1, caractérisée en ce que des plaques raccordées les unes aux autres afin de former des plafonds ou des planchers (9) prennent appui sur la cellule (1) par le biais de niches d'appui.
  15. Cellule selon la revendication 14, caractérisée en ce que les niches d'appui présentent des raccords pour les conduites d'alimentation et d'évacuation (55) posées au-dessous la plaque de plancher (9a) ou au-dessus de la plaque de plafond (9b) de la cellule.
  16. Cellule selon la revendication 1, caractérisée en ce qu'elle est bétonnée en même temps que la volée de marches et le palier de l'escalier.
  17. Bâtiment composé de cellules (1) selon l'une ou plusieurs des revendications précédentes.
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 EP1207238A2 (fr) 2002-05-22
EP1207238A3 EP1207238A3 (fr) 2003-08-13
EP1207238B1 true 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)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008045394B4 (de) 2008-09-02 2010-10-21 Veit Dennert Kg Baustoffbetriebe Industriell vorfertigbare Raumzelle für ein Gebäude in Modularbauweise
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
GB2576442B (en) * 2019-10-25 2022-06-01 Laing Orourke Plc Riser system

Family Cites Families (9)

* 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
DE2200052A1 (de) * 1972-01-03 1973-07-19 Righi Erich Dipl Ing Bauelemente aus beton und damit errichtete wohngebaeude
US3812637A (en) * 1972-01-03 1974-05-28 Y Yang Method for erecting a reinforced concrete building
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
DE8119390U1 (de) 1981-07-03 1983-04-14 Beton-Bau GmbH, 6833 Waghäusel "beton-raumzelle zur erstellung von gebaeuden"
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

Also Published As

Publication number Publication date
HU0104880D0 (en) 2002-01-28
CZ20014064A3 (cs) 2002-07-17
ATE321920T1 (de) 2006-04-15
DE50109361D1 (de) 2006-05-18
PT1207238E (pt) 2006-07-31
ES2260143T3 (es) 2006-11-01
HUP0104880A3 (en) 2003-05-28
EP1207238A3 (fr) 2003-08-13
HUP0104880A2 (hu) 2002-12-28
EP1207238A2 (fr) 2002-05-22
PL350705A1 (en) 2002-05-20

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