EP2241692B1 - House module, assembly and house of a number of house modules, and method for manufacturing a house - Google Patents

House module, assembly and house of a number of house modules, and method for manufacturing a house Download PDF

Info

Publication number
EP2241692B1
EP2241692B1 EP10159843A EP10159843A EP2241692B1 EP 2241692 B1 EP2241692 B1 EP 2241692B1 EP 10159843 A EP10159843 A EP 10159843A EP 10159843 A EP10159843 A EP 10159843A EP 2241692 B1 EP2241692 B1 EP 2241692B1
Authority
EP
European Patent Office
Prior art keywords
house
bottom wall
ceiling wall
reinforcing ribs
house module
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.)
Not-in-force
Application number
EP10159843A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2241692A2 (en
EP2241692A3 (en
Inventor
Gerardus Johannes Marie van Halder
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.)
Ballast Nedam Bouw en Ontwikkeling Holding BV
Original Assignee
Ballast Nedam Bouw en Ontwikkeling Holding BV
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 Ballast Nedam Bouw en Ontwikkeling Holding BV filed Critical Ballast Nedam Bouw en Ontwikkeling Holding BV
Priority to PL10159843T priority Critical patent/PL2241692T3/pl
Publication of EP2241692A2 publication Critical patent/EP2241692A2/en
Publication of EP2241692A3 publication Critical patent/EP2241692A3/en
Application granted granted Critical
Publication of EP2241692B1 publication Critical patent/EP2241692B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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 house module as defined by claim 1, an assembly of a number of house modules for forming a house as defined by claim 10, a house comprising a number of house module as defined by claim 12 and to a method for manufacturing a house as defined by claim 13.
  • DE-2926969 discloses a house module which is provided with three sidewalls, a bottom wall and a ceiling wall. As a result of the three sidewalls, the known house module is not suitable to be placed in series one behind the other for forming a boundary of a larger living space.
  • This known house module is provided with bottom wall reinforcing ribs and ceiling wall reinforcing ribs which form an integral part of the bottom wall and the ceiling wall, respectively.
  • the bottom wall reinforcing ribs of the second house module extend next to the ceiling wall reinforcing ribs of the first house module. Between neighbouring reinforcing ribs of a bottom wall and a ceiling wall, there is a space in which pipes can be received.
  • NL-1024512 discloses a method for constructing a building.
  • house modules are manufactured which are subsequently joined for forming the building.
  • both a bottom wall and a ceiling wall thereof are self-supporting.
  • the house modules can be stacked one on top of the other in a fairly simple manner.
  • a drawback of the self-supporting nature of both the bottom wall and the ceiling wall is that these walls are relatively thick and must be reinforced. Therefore, a bottom wall/ceiling wall combination which is formed when stacking the two known house modules is relatively thick. This relatively great thickness leads to an increased building height, which leads to a larger building volume.
  • a larger building volume leads to increased costs, for instance in that outside covering, such as, for instance, facework is to be provided on the outer walls.
  • NL1029449 proposes a solution to this problem in that in there, the ceiling wall is of relatively thin design and is provided with an upwards projecting coupling element.
  • the ceilings are to be temporarily supported by means of, for instance, building stays or props.
  • the fact is that the ceiling wall is not self-supporting.
  • the projecting coupling elements are connected to coupling elements provided in the bottom wall of the second module.
  • sufficient robustness is provided to the ceiling wall of the underlying module which is then suspended, as is were, from the self-supporting bottom wall of the second module. Thereupon, the temporary support can be removed.
  • the object of the invention is an alternative solution to a house module which combines the advantages of the two known systems.
  • a house module is envisaged which, upon stacking, allows for the feed-through of pipes in different directions between the ceiling wall and bottom wall bounding one another.
  • the invention provides a house module which is suitable for forming a house through combination with at least one similar house module, the house module comprising:
  • the invention also provides an assembly of a number of such house modules for forming a house.
  • the invention further provides a house which comprises such an assembly and is built up therefrom.
  • the invention provides a method for manufacturing a house, comprising:
  • both the bottom wall and the ceiling wall are self-supporting. Therefore, there is no need to provide temporary support of the ceiling wall during transport of the house module. Nor is there the above-described risk of collapse due to incorrect assembling order.
  • the bottom wall reinforcing ribs are provided in a manner staggered relative to the ceiling wall reinforcing ribs, they extend next to each other when two housing modules are stacked one on top of the other. When stacking, the height of the bottom wall reinforcing ribs and the ceiling wall reinforcing ribs is therefore not added up.
  • the thickness of a ceiling wall/bottom wall combination that is formed upon stacking may be smaller than with the self-supporting ceiling wall and bottom wall constructions known from NL-1024512 .
  • This will result in a proportionally smaller building height and building volume with all associated financial advantages, while between a ceiling wall and a bottom wall, still, spaces are present between the neighbouring reinforcing ribs for feeding through pipes and wiring.
  • both the bottom wall and the ceiling wall are self-supporting, in one embodiment, there may be no contact at all between bottom wall and ceiling wall, upon stacking. This may be the case when the house modules rest on each other by their sidewalls. In such an embodiment, no contact sounds are transmitted via the bottom wall and the ceiling wall.
  • Feeding through pipes such as, for instance, even drains of a toilet in a direction parallel to the tube central axis is possible through the first channel recess.
  • This has as an advantage that a free positioning option is provided in the direction of the tube central axis of objects that are provided with feed pipes and discharge pipes, such as, for instance, a toilet, a tap, a bath tub, a power point, an electricity switch, etc.
  • the second channel recesses between neighbouring reinforcing ribs which therefore extend perpendicularly to the tube central axis, can be used for feed-through of pipes, such as even a drain of a toilet.
  • a great freedom of positioning is provided also in a direction perpendicular to the tube central axis for objects that are provided with feed pipes and/or drain pipes of which examples are mentioned hereinabove.
  • FR-1.414.158 disclosing the features of the preamble of claim 1, describes a prefabricated house module with two sidewalls, a bottom wall and a ceiling wall.
  • the known house module is provided with bottom wall reinforcing ribs and ceiling wall reinforcing ribs which form an integral part of the bottom wall and the ceiling wall, respectively.
  • the bottom wall reinforcing ribs are not all arranged in a manner staggered relative to the ceiling wall reinforcing ribs, so that, when stacking two house modules, the thickness of a ceiling wall/bottom wall combination is determined by the sum of thicknesses of the ceiling wall, the bottom wall and the heights of a ceiling wall reinforcing rib and a bottom wall reinforcing rib.
  • An important advantage that is envisaged by the invention is therefore not achieved with this known device.
  • Figs. 1 and 2 show an example of an embodiment of house module 10 which is suitable for forming a house through combination with at least one similar house module 10.
  • house can mean different types of living units, such as a terraced house, a semi-detached house, a detached house and an apartment.
  • the embodiment of the house module 10 comprises a bottom wall 12 from concrete and a ceiling wall 14 from concrete which extends parallel to the bottom wall 12.
  • the embodiment further comprises a first sidewall 16 from concrete which extends perpendicularly to the bottom wall 12 and a second sidewall 18 from concrete which extends parallel to the first sidewall 16.
  • the walls form together a concrete, tubular section 20 which bounds a tube inside space 22 and which has an imaginary tube central axis L which extends parallel to the walls 12-18 and runs through a geometrical centre of the tube inside space 22.
  • the embodiment of the house module 10 is further provided with bottom wall reinforcing ribs 24 which form an integral part of the bottom wall 12.
  • the bottom wall reinforcing ribs 24 extend perpendicularly to the tube central axis L from the first sidewall 16 in the direction of the second sidewall 18. It is clearly visible that the bottom wall reinforcing ribs 24 are provided on a side of the bottom wall 12 remote from the tube inside space 22.
  • the embodiment is further provided with ceiling wall reinforcing ribs 26 which form an integral part of the ceiling wall 14.
  • the ceiling wall reinforcing ribs 26 extend perpendicularly to the tube central axis L from the first sidewall 16 in the direction of the second sidewall 18.
  • the ceiling wall reinforcing ribs 26 too are provided on a side of the ceiling wall 14 remote from the tube inside space 22. Viewed in the direction of the tube central axis L, the bottom wall reinforcing ribs 24 are provided in a manner staggered relative to the ceiling wall reinforcing ribs 26 so that, when a second house module 10' is placed on a first house module 10, the bottom wall reinforcing ribs 24' of the second house module 10' extend next to the ceiling wall reinforcing ribs 26 of the first house module 10.
  • the staggered positioning of the bottom wall reinforcing ribs 24' of the second house module 10' relative to the ceiling wall reinforcing ribs 26 of the first house module 10 is clearly visible in fig. 5 .
  • a thus designed house module 10 has as an advantage that both the bottom wall 12 and the ceiling wall 14 thereof are self-supporting as a result of the presence of the bottom wall reinforcing ribs 24 and the ceiling wall reinforcing ribs 26.
  • the total thickness of a ceiling wall/bottom wall combination upon stacking of the two house modules 10, 10' can still remain relatively limited in that, viewed in the direction of the tube central axis L, the bottom wall reinforcing ribs 24 are provided in a manner staggered relative to the ceiling wall reinforcing ribs 26.
  • a relatively small building height and a relatively small building volume is obtained, which, from a point of view of costs, is particularly advantageous.
  • a feed-through space for pipes between the bottom wall and the ceiling wall is provided.
  • the house module Owing to the thin design of the bottom wall and the ceiling wall, the house module is furthermore lighter, which is favourable upon transport and leads to further reduced transport costs.
  • Fig. 3 shows a single house module 10 in a top plan view. A number of such house modules 10 can be placed next to each other and form a first story 102; see to that end fig. 5 .
  • cross sections IV-IV and V-V are indicated.
  • the cross sections represented in Figs. 4 and 5 show two stories 102, 104 which each consist of three house modules 10, 10' of which only one is represented in the top plan view of Fig. 3 .
  • the various elements of the house modules 10' of the second story 104 are provided with primed reference numerals. It is clear that in alternative embodiments, a story 102, 104 can consist of more than three or less than three house modules 10, 10'.
  • Figs. 5 and 7 clearly show that neighbouring house modules 10, 10' can be mutually interconnected by means of, for instance, nut/bolt assemblies 49.
  • the house modules 10' of a second story 104 can also be connected by means of nut/bolt assemblies (not shown) to house modules 10 of the first story 102, this is, however, not necessary.
  • the dimensions of the house modules 10, 10' can vary also. When the width direction is defined parallel to the tube central axis L, a tube width of, for instance, 3 m can be considered.
  • the outside dimensions from the first sidewall 16 to the second sidewall 18 can, for instance, be 4.5 to 7 meters.
  • a house module 10 of such dimensions can very well be transported by road with the aid of a truck.
  • the top of the bottom wall 12' of the second story 104 can be, for instance, approximately 3.1 m above ground level.
  • special end modules can be provided having a width of 1.5 meters and provided with an outer wall for closing the end face of the tubular end module.
  • two end modules can be transported one next to the other on one truck without this truck being locally loaded due to the presence of the outer wall.
  • the fact is that the two end modules can be placed on the truck mirror symmetrically relative to a central longitudinal axis of the truck and can balance each other.
  • both the bottom wall reinforcing ribs 24 and the ceiling wall reinforcing ribs 26 can end at a distance from the second sidewall 18 so that at that location, in a condition of two house modules 10, 10' stacked one on the other, a first channel recess 28 is formed which extends parallel to the tube central axis L. This is clearly visible in Figs. 4 and 6 . Feeding through pipes, such as, for instance, even toilet drains, is an option through the first channel recess 28.
  • first channel recess 28 can also be provided at a distance from the second sidewall 118, while then, the bottom wall reinforcing ribs 24 and the ceiling wall reinforcing ribs 26 extend on both sides of the first channel recess 28.
  • the advantage of a first channel recess 28 near the second sidewall 18 is that with such a configuration, the bottom wall 12 and the ceiling wall 14 will have optimal rigidity and strength.
  • the width of the bottom wall reinforcing ribs 24 and the ceiling wall reinforcing ribs 26 can be such that in a condition of two house modules 10, 10' stacked one on the other, between at least one pair of a ceiling wall reinforcing rib 26 and a neighbouring bottom wall reinforcing rib 24' a second channel recess 30 is formed which extends perpendicularly to the tube central axis L.
  • the second channel recesses 30 too can be used for feeding through pipes, such as even a toilet drain.
  • a good freedom of positioning is provided for objects which are provided with feed and/or drain pipes of which examples are mentioned hereinabove.
  • the first and the second sidewalls 16, 18 can extend not only between the bottom wall 12 and the ceiling wall 14, but also slightly beyond at least one of the bottom wall 12 and the ceiling wall 14 on a side of this or these walls remote from the tube inside space 22 such that in a condition of two house modules 10, 10' stacked one on the other, the overlying house module 10' rests by the first and second sidewalls 16', 18' thereof on the underlying house module 10.
  • a better defined positioning is enabled at the location of the first and the second sidewalls 16, 18, 16', 18' only.
  • the risk that the connection is over-defined, like with a table with four legs, is limited so that the risk of an overlying house module 10 "wobbling" on the lower house module 10 is minimized.
  • a layer of compressible material can be included for rendering stacking more stable.
  • first and the second sidewalls 16, 18 each extend somewhat beyond both the bottom wall 12 and the ceiling wall 14 on the sides of this ceiling wall 14 and the bottom wall 12 remote from the tube inside space 22.
  • the clearance P between the ceiling wall reinforcing ribs 26 of the underlying house module 10 and the bottom wall 12' of the overlying house module 10' can be in the range of 1 - 3 cm.
  • the clearance P between the bottom wall reinforcing ribs 24' of the overlying house module 10' and the ceiling wall 14 of the underlying house module 10 can be in the range of 1 - 3 cm.
  • the clearance P can be, for instance, 2 cm.
  • the bottom wall 12 can have a thickness in the range of 6 - 10 cm.
  • the bottom wall reinforcing ribs 24 can have height from the bottom wall 12, in the range of 12 - 16 cm.
  • the ceiling wall 14 can have a thickness in the range of 6 - 10 cm.
  • the ceiling wall reinforcing ribs 26 can have a height from the ceiling wall 16 in the range of 12 - 16 cm.
  • the total thickness of a ceiling wall/bottom wall combination of two house modules 10, 10' placed one on the other including the above-mentioned clearance P can be in the range of 25 - 37 cm.
  • the bottom wall 12 and the ceiling wall 14 can each have a thickness of 8 cm.
  • the bottom wall reinforcing ribs 24 can have a height from the bottom wall 12 of 14 cm and the ceiling wall reinforcing ribs 26 can have a height from the ceiling wall 14 of 14 cm.
  • the total thickness of this ceiling wall/bottom wall combination of two house modules 10, 10' placed one on the other including the above-mentioned clearance P can then be, for instance, 32 cm.
  • Such a construction has sufficient rigidity and stiffness both during transport of the house module 10 and after assembly of the various house modules 10, 10' for forming a house.
  • At least one of the bottom wall 12 and the ceiling wall 14 can be provided with a stairwell recess 32, 34.
  • the ceiling wall 14 or the bottom wall 12 in which the stairwell recess 32, 34 is provided can be provided with at least one transverse reinforcing rib 36 which extends parallel to the tube central axis L and which bounds the stairwell recess 32, 34.
  • the middle two bottom wall reinforcing ribs 24 and ceiling wall reinforcing ribs 26 extend from the transverse reinforcing rib 36.
  • middle reinforcing ribs 24, 26 it holds that they extend from the first sidewall 16 at least in as far as there is a bottom wall 12 or ceiling wall 145 available there. Owing to the presence of the transverse reinforcing rib 36 and the bottom wall reinforcing ribs 24 and ceiling wall reinforcing ribs 26 linking up therewith, despite the limited thickness of these walls, still, a bottom wall 12 and a ceiling wall 14 are provided with sufficient rigidity and strength to be self-supporting.
  • both the bottom wall reinforcing ribs 24 and the ceiling wall reinforcing ribs 26 end at a distance from the second sidewall 18, so that at that location, in a condition of two house modules 10, 10' stacked one on the other, the channel recess 28 is formed which extends parallel to the tube central axis L, it is advantageous from a point of view of rigidity and strength, that the stairwell recesses 32, 34 of the two house modules 10, 10' are provided near the first sidewall 16, 16'.
  • the tubular section 20 is a unitary moulded unit.
  • a unitary moulded house module 10 can be advantageous.
  • mass production a cost advantage can be obtained.
  • the sidewalls 16, 18, the bottom wall 12 and the ceiling wall 14 could be manufactured separately in a factory and then, in the factory, be interconnected for forming the tubular section 20. With smaller, special series this could be advantageous because then, no relatively expensive casting mould is to be provided but relatively simple moulds can suffice. Although, then, assembly operations are required for interconnecting the different walls for forming the tubular section 20.
  • an assembly of a number of house modules 10, 10' is provided, of which embodiments are described hereinabove, for forming a house 100.
  • Such assemblies can be centrally manufactured and then be transported to a building site.
  • such an assembly can also comprise a folding roof 50 (see fig. 9 ), which is provided with two hingedly interconnected roof parts 52, 54 which abut against each other in collapsed condition and form a saddle roof 50 in assembled condition.
  • a folding roof 50 see fig. 9
  • two hingedly interconnected roof parts 52, 54 which abut against each other in collapsed condition and form a saddle roof 50 in assembled condition.
  • a house 100 which comprises an assembly as described hereinabove, and which is built up therefrom.
  • An example of an embodiment of such a house 100 is shown in Fig. 9 .
  • the house module 10 can also be provided with interior elements, such as one or more partition walls 40, washbasins 42, bathtubs 44, doors 46, windows 48, wall and floor tiles, and stairs. These interior elements can be provided at a central location, usually in a factory, before the house module 10 is transported to a building site. This has a very positive effect on the completion time required for finishing the house on the building site.
  • An embodiment of this method comprises:
  • Such a method has a favourable effect on the completion on the building site, on quality control and on costs.
  • Figs. 4 and 5 show an example of an embodiment of a house 100 that can be obtained with the aid of the method.
  • the method also comprises positioning a number of house modules 10' on the first story for forming a next story 104.
  • a house 100 provided with a saddle roof 50 of which an example is shown in fig. 9 , can be obtained with an embodiment of the method as described hereinabove, which then comprises:
  • a house 100 provided with a saddle roof 50 can be manufactured on the building site in a particularly rapid and effective manner.
  • a house or a block of flats with a flat roof can be manufactured.
  • central manufacture of one of the number of house modules 10, 10' can comprise providing a casting mould 200 which contains a mould cavity.
  • a casting mould 200 which contains a mould cavity.
  • An example of an embodiment of such a casting mould is shown in fig. 8 .
  • the mould cavity can be provided with a bottom wall cavity 212 and a ceiling wall cavity 214 which extends parallel to the bottom wall cavity 212.
  • the mould cavity can further comprise a first sidewall cavity 216 which extends perpendicularly to the bottom wall cavity 212 and a second sidewall cavity 218 which extends parallel to the first sidewall cavity 216.
  • the wall cavities 212 - 218 can together form a unitary section tube cavity 220 which has an imaginary tube central axis L which extends parallel to the wall cavities 212 - 218 and runs through a geometrical centre of the section tube cavity 220.
  • the section tube cavity 220 can also contain bottom wall reinforcing rib recesses 224 which form an integral part of the bottom wall cavity 212, which extend perpendicularly to the tube central axis L from the first sidewall cavity 216 in the direction of the second sidewall cavity 218, and which are provided on a side of the bottom wall cavity 212 remote from the tube inside space.
  • the section tube cavity 220 can further contain ceiling wall reinforcing rib recesses (not shown) which form an integral part of the ceiling wall cavity 214, which extends perpendicularly to the tube central axis L from the first sidewall cavity 216 in the direction of the second sidewall cavity 218, and which are provided on a side of the ceiling wall cavity 214 remote from the tube inside space.
  • the bottom wall reinforcing rib cavities 224 can be provided in a manner staggered relative to the ceiling wall reinforcing rib cavities so that, when a second house module 10' formed with such a casting mould is placed on a first house module 10 formed with such a casting mould, the bottom wall reinforcing ribs 24' of the second house module 10' extend next to the ceiling wall reinforcing ribs 26 of the first house module 10.
  • the embodiment for manufacturing the house module 10, 10' at a central location can further comprise arranging the casting mould 200 such that the tube central axis L extends perpendicularly to a horizontal floor surface H.
  • the section tube cavity 220 can be filled with liquid concrete.
  • the concrete thus provided in the section tube cavity 220 can then be left to harden.
  • the casting mould 200 can be removed for obtaining the hardened concrete, tubular house module 10, 10'.
  • tubular house module 10, 10' can then be tilted, so that the bottom wall 12 and the ceiling wall 14 of the house module 10, 10' extend in a horizontal plane.
  • this can be provided with a filling opening 202 adjacent an underside thereof, with filling taking place via this filling opening 202.
  • Filling the section tube cavity 220 with concrete from the underside has as an advantage that the risk of the formation of air inclusions in the concrete is minimized.
  • reinforcement can be placed in the casting mould 200. This leads to bottom walls, ceiling walls and sidewalls 12, 14, 16, 18 with high rigidity and great strength.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Residential Or Office Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP10159843A 2009-04-15 2010-04-14 House module, assembly and house of a number of house modules, and method for manufacturing a house Not-in-force EP2241692B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10159843T PL2241692T3 (pl) 2009-04-15 2010-04-14 Moduł domu, zespół oraz dom złożony z wielu modułów domu, oraz sposób wytwarzania domu

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL2002754A NL2002754C2 (nl) 2009-04-15 2009-04-15 Woningmodule, samenstel en woning van een aantal woningmodulen en werkwijze voor het vervaardigen van een woning.

Publications (3)

Publication Number Publication Date
EP2241692A2 EP2241692A2 (en) 2010-10-20
EP2241692A3 EP2241692A3 (en) 2010-12-15
EP2241692B1 true EP2241692B1 (en) 2011-10-19

Family

ID=41328648

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10159843A Not-in-force EP2241692B1 (en) 2009-04-15 2010-04-14 House module, assembly and house of a number of house modules, and method for manufacturing a house

Country Status (6)

Country Link
EP (1) EP2241692B1 (pl)
AT (1) ATE529575T1 (pl)
DK (1) DK2241692T3 (pl)
ES (1) ES2374525T3 (pl)
NL (1) NL2002754C2 (pl)
PL (1) PL2241692T3 (pl)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2586619B (en) * 2019-08-29 2022-02-23 Parnall Bio Engineering Ltd Structural module for a frameless building
DE102021132280A1 (de) 2021-12-08 2023-06-15 Kim Baarspul Bauelementsatz zur Herstellung von Gebäuden
DE102023105051A1 (de) 2023-03-01 2024-09-05 Kim Baarspul Bauelementsatz zur Herstellung von Gebäuden
NL2034781B1 (en) 2023-05-08 2024-11-25 Zja B V Modular building elements

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1414158A (fr) * 1964-10-16 1965-10-15 Construction de bâtiments à l'aide d'éléments cellulaires tridimensionnels préfabriqués
IT1103969B (it) 1978-07-06 1985-10-14 Maioli Amos Cella modulare prefabbricata a forma di parallelepipedo cavo per la formazione di complessi abitabili ad uso privato o pubblico
NL1024512C2 (nl) 2003-10-10 2005-04-12 Emiel Willem Karthaus Werkwijze voor het bouwen van een gebouw, alsmede segment en systeem daarvoor.
NL1029449C2 (nl) 2005-07-07 2007-01-09 1 2 3 Huis B V Modulair bouwsysteem.

Also Published As

Publication number Publication date
ES2374525T3 (es) 2012-02-17
EP2241692A2 (en) 2010-10-20
EP2241692A3 (en) 2010-12-15
PL2241692T3 (pl) 2012-03-30
DK2241692T3 (da) 2012-02-13
NL2002754C2 (nl) 2010-10-19
ATE529575T1 (de) 2011-11-15

Similar Documents

Publication Publication Date Title
US4194339A (en) Method for constructing town houses and the like
AU2020239680B2 (en) Sandwich panel and building module
CN101970769B (zh) 预制的自支承构造构件
EP3907339A1 (en) Integrated steel concrete building and construction method thereof
US9399867B2 (en) Concrete panel corner connection
WO1994023145A1 (en) Concrete form walls
CN101654930A (zh) 一种组合式房屋的梁架结构及其安装方法
EP2167751B1 (en) Building construction system
KR102154095B1 (ko) Pc세그먼트를 이용한 모듈형 조립식 주택 및 그 시공방법
EP2313568A1 (en) Method for forming connecting structure between pillar and beam, and connecting structure between pillar and beam
EP2241692B1 (en) House module, assembly and house of a number of house modules, and method for manufacturing a house
KR101385558B1 (ko) 하프 슬라브를 이용한 조립식 건축구조물
KR20130024101A (ko) 큐브구조 건축물의 조립식 시공 방법
KR100485585B1 (ko) 조립식 구조물 및 이를 위한 형강
WO2020055644A1 (en) Building construction using braced frame slab assemblies having heavy perimeter rails
KR20210001236A (ko) 모듈형 화장실 및 이를 이용하여 건축물을 시공하는 방법
HUE027970T2 (en) A system consisting of formwork elements, a structure built with it, and a procedure for building a structure
US7856773B2 (en) All-in-one modular construction system
MX2014000432A (es) Procedimiento industrializado de construccion de edificaciones y conjuntos prefabricados de uso en dicho procedimiento.
KR20240113611A (ko) 모듈식 건축 시스템
WO2002064900A1 (en) Modular structure
KR20140046322A (ko) 모듈주택을 이용한 조립식 건축물과 이의 시공방법.
CN201276758Y (zh) 一种组合式房屋的梁架结构
KR102632253B1 (ko) 증축 구조물
HK1253851A1 (zh) 用於预制造模块化住房的装置、系统和方法

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

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

AX Request for extension of the european patent

Extension state: AL BA ME RS

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

AX Request for extension of the european patent

Extension state: AL BA ME RS

17P Request for examination filed

Effective date: 20110112

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/348 20060101AFI20110217BHEP

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

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

Owner name: BALLAST NEDAM BOUW & ONTWIKKELING HOLDING B.V.

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602010000278

Country of ref document: DE

Effective date: 20111229

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2374525

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20120217

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20111019

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120219

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120119

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120220

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120120

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120119

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

26N No opposition filed

Effective date: 20120720

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20120705

Year of fee payment: 3

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602010000278

Country of ref document: DE

Effective date: 20120720

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130414

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120414

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100414

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20200324

Year of fee payment: 11

Ref country code: NL

Payment date: 20200323

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20200629

Year of fee payment: 11

Ref country code: CH

Payment date: 20200420

Year of fee payment: 11

Ref country code: DE

Payment date: 20200420

Year of fee payment: 11

Ref country code: DK

Payment date: 20200422

Year of fee payment: 11

Ref country code: FR

Payment date: 20200420

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20200427

Year of fee payment: 11

Ref country code: GB

Payment date: 20200427

Year of fee payment: 11

Ref country code: BE

Payment date: 20200427

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20200421

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602010000278

Country of ref document: DE

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20210430

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20210501

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 529575

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210414

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20210414

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20210430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210430

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210414

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210430

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210415

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20211103

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210414

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210501

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210430

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20220701

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210415

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210414