EP1270834A1 - Kit de construction pour unité d'habitation érigeable particulièrement en cas de catastrophe - Google Patents

Kit de construction pour unité d'habitation érigeable particulièrement en cas de catastrophe Download PDF

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Publication number
EP1270834A1
EP1270834A1 EP01115296A EP01115296A EP1270834A1 EP 1270834 A1 EP1270834 A1 EP 1270834A1 EP 01115296 A EP01115296 A EP 01115296A EP 01115296 A EP01115296 A EP 01115296A EP 1270834 A1 EP1270834 A1 EP 1270834A1
Authority
EP
European Patent Office
Prior art keywords
roof
longitudinal
kit
profile
ridge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP01115296A
Other languages
German (de)
English (en)
Inventor
Ulrich Trettenbacher
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.)
Trettenbacher Thomas
Original Assignee
Trettenbacher Thomas
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 Trettenbacher Thomas filed Critical Trettenbacher Thomas
Priority to EP01115296A priority Critical patent/EP1270834A1/fr
Publication of EP1270834A1 publication Critical patent/EP1270834A1/fr
Withdrawn legal-status Critical Current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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2487—Portico type structures
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • the invention relates to a kit for a set up especially in disasters cuboid house unit.
  • Such shelters are usually tents in a variety of ways Design with floor covers. Such shelters are in strong Rain or snowfall and insufficient at low outside temperatures.
  • accommodation containers which are used as a whole on trucks or disassembled into floor area, roof area and four walls.
  • floor area For carrying and installing these components are due to their relatively high weight several people required.
  • a previous leveling is required for the installation Floor space necessary.
  • humidification can occur at the bottom.
  • the object underlying the invention is a kit of components To provide a quickly and easily a statically stable house unit can be set up, each of the components is designed so that it is carried by one person two, a maximum of three people are sufficient for installation and for installation only a straightening staff, a spirit level and a simple tool set are sufficient.
  • foundation slabs are required to set up the cuboid house unit which are attached to each of at least two upstanding bolts.
  • the foundation slabs are usually made of concrete with the bolts cast in.
  • the Foundation plates are relatively flat, weigh about thirty kilos and are at four, the corners positions corresponding to the house unit to be erected and by means of a staff and Leveled level, for which only slight earth movements are required.
  • the foundation plates have sufficient ground pressure, they are pro Foundation plate placed on at least one, preferably three weighting steel plates, that the bolts of the foundation plate pass through holes prepared in the steel plates.
  • Each of the steel plates has the weight of a foundation plate and can be from one person can be transported.
  • a base plate is then placed on top of the steel plates of each foundation plate, in the holes also provided for the implementation of the bolts of the foundation plate are.
  • the base plate is then countered by nuts screwed onto the bolts the steel plates fixed.
  • the base plate is welded to the lower end of a profile support, four of which are intended for the kit.
  • Each profile support is at a distance corresponding to at least one stair step height at least one lower receiving profile from the base plate in the planes of the longitudinal walls, at its other end in the planes of the longitudinal walls at least one upper receiving profile and one welded on each of the levels of the transverse walls and the roof surfaces Roof rack socket that ends in an end flange.
  • each profile support has at least one a tensioning tab extending in the planes of the longitudinal walls and another attached to the roof rack, extending in the plane of the associated roof area Instep strap.
  • the kit includes two lower cross members, which are attached to the profile supports in the plane of the Floor area can be determined by prepared fasteners, usually consisting of Bolts, nuts and prepared holes.
  • the kit also has two roof racks, each one of the slope of the roof surfaces has the corresponding obtuse ridge angle and ends in a flange that at the Assemble the house unit with the profile supports set up in the opposite position the respective roof flange opposite roof rack socket is brought so that the End flanges with the help of holes prepared in the flanges, through which holes are passed Screws and can be connected by nuts.
  • Each roof rack has a ridge that extends parallel to the levels of the longitudinal walls ridge-side admission profile and one on each side of the admission profile tension tab extending in the roof area.
  • the kit has six side rails if each roof rack only has a ridge-side mounting profile Has. If each roof rack has two first-sided mounting profiles, the kit includes seven side members.
  • the length of the side members is for the extension between the lower ones Support profiles of the profile supports, between the upper support profiles of the profile supports, between the ridge-side mounting profiles of the roof racks and for the central extension between the lower cross members.
  • the lower, upper and ridge-sided Side members are placed with their ends on the respective mounting profiles and through Fasteners set in the form of prepared holes, bolts and nuts.
  • the side member for the central extension between the lower cross members is on these are fixed using prepared holes, screws and nuts.
  • each turnbuckle is assigned a turnbuckle, so that by turning the turnbuckle on each tensioning element, which usually consists of a steel rod or steel wire, the required tension can be set.
  • the kit preferably has Longitudinal elements, the length of which extends between an upper one Longitudinal beams and a lower longitudinal beam and their number depending on their width for the formation of the longitudinal walls is dimensioned, transverse wall elements, their length and bevel at a given position for the extension between each roof rack adjoining roof rack supports and a lower cross beam and their number depending of its width is dimensioned for the formation of the transverse walls, roof covering elements whose Length for the extension from an upper side member to the ridge side side member up to to the ridge and their number depending on their width for the formation of the roof areas is, as well as floor covering elements, their length and their number depending on their Width is dimensioned for covering the floor area, the level of which is from the tops the lower side members, the lower central side members and the lower cross members becomes.
  • Appropriate longitudinal wall elements or transverse wall elements can be used on suitable Make openings for the use of a window or a door, being below the door on the corresponding lower side member or cross member an L-shaped Step plate is welded on to make it easier to enter the house unit, its interior floor about half a meter above the outer floor, on or in which the foundation slabs are arranged.
  • Transverse wall elements, the roof covering elements and the floor covering elements are preferably a rigid sandwich material with a double-sided outer layer made of sheet metal or plastic and an inner layer made of thermally insulating rigid foam.
  • the profile supports are preferably made of double-T steel profiles manufactured.
  • box or double T steel profiles can be used.
  • L-steel profiles their receiving surfaces for the two top and ridge sides
  • Side members are appropriately inclined as the roof surfaces, which have a ridge angle of Include 175 ° to 160 °, preferably 170 °.
  • the mounting profiles and the tensioning lugs on the profile supports are on the roof rack sockets and on the roof racks expediently in each case on two opposite Pages provided.
  • the described first kit can be replaced by a second kit for a cross-wall side extension of a second house unit made of components in the design of the first kit.
  • the lower cross member of the first kit at the first house unit is not assembled and acts as the outer lower cross member of the second Kit used in the second house unit.
  • the extended kit also has two Foundation plates with at least one steel plate, another central foundation plate without Assignment of a steel plate, two profile supports with roof rack supports, another Roof racks, five side rails if there is only one ridge side rail and two ridge side rails
  • Side members six side members, a central lower side member, the end for the Connection to the center of the outer one, which was transferred from the first to the second lower transverse wall girder and with the central lower longitudinal girder of the first kit is formed and the one at this connection point, preferably by welding attached footrest with a base plate with holes for receiving the bolts of the has another central foundation plate, and wall and cover elements for two more Longitudinal walls, two further roof areas and another floor area, each in the configurations described.
  • the from the components of the kit according to the invention using suitable fasteners in a simple and quick set up single or double house unit has no problems with soil moisture and due to the high position of the inner floor water drainage on the outside floor.
  • the free space under the floor surface enables that Installation of pipes, cables and pumps under the floor surface.
  • Due to the covers in sandwich construction is one Sufficient thermal insulation is guaranteed, so that insulation against low outside temperatures is guaranteed, on the other hand the house unit can also be used as a cold room. Due to the selected materials, the unfurnished house unit can be sprayed out easily clean with water or a steam jet, even keep sterile.
  • her Static design is the house unit built from the kit according to the invention also in Areas of use where strong aftershocks are expected after earthquakes because of the construction also remains stable if one or more foundation slabs due to quake-related Lower or raise floor profile changes. Even if it's in in an extreme case, the cover elements or supporting parts of the kit break the risk of injury to people is low due to the low mass of the components.
  • the house unit shown in FIGS. 1 to 4 has two longitudinal walls 21a, 21b, two transverse walls 20a, 20b, two mutually inclined roof surfaces 22a, 22b, which in one to the longitudinal walls 21a, 21b abut parallel ridge 24, and a flat bottom surface 23a.
  • This house unit can be connected from a kit to the following with fasteners Set up components, namely from four foundation plates 30, twelve steel plates 32, four Profile supports 33, two lower cross members 43a, 43b, two roof members 44, seven longitudinal members 50a to 50g, eight clamping elements 52a to 52d, or 54a to 54d as well as from accordingly dimensioned longitudinal wall elements 60, transverse wall elements 61, roof covering elements 62 and Floor covering elements 63.
  • each foundation plate has two square surfaces, one for the support on the floor and the other for receiving steel plates 32 and four rectangular edges.
  • the foundation plate 30 made of concrete supports from each bearing surface upright bolts 31, which are cast into the concrete during their manufacture and be fixed.
  • Three steel plates 32 are assigned to each receiving surface, in which holes 35 are provided so that the bolts 31 pass through them with aligned alignment of the steel plates 32 and through corresponding holes 35 in extend a base plate 34 of a profile support 33.
  • Securing the base plate 34 and the Steel plates 32 on the foundation plate 30 is made by nuts, not shown, on the Thread of the bolts 31 are screwed on and tightened.
  • the parallel to each other Starting from the foundation plate 30, circumferential surfaces take on the weighting Steel plates 32 towards the base plate 34 gradually.
  • On the base plate 34 is a profile support 33 welded from a double T-profile made of steel.
  • each profile support 33 has at least one a distance corresponding to a stair step height from that corresponding to one end thereof
  • Base plate 34 in the planes of the longitudinal walls 21a, 21b each have at least one L-shaped lower receiving profile 36, at its other end in the planes of the longitudinal walls 21a, 21b at least one upper L-shaped receiving profile 37 and in the planes of the transverse walls 20a, 20b and the roof surfaces 22a, 22b each have a welded-on roof rack connector 38, which is shown in an end flange 39 ends.
  • Above the lower receiving profile 36 and below the Upper receiving profile 37 is in each case in the planes of the longitudinal walls 21a, 21b extending clamping bracket 40, 41 welded to the profile support 33.
  • Another tension tab 42 is welded to the roof rack connector 38 so that it is in the associated plane the roof surface 22a, 22b extends.
  • the lower cross member 43a consists of a double-T profile made of steel, to which a base plate 74 is welded, in which bores are formed. Corresponding holes are provided in the T-flanges of the profile support 33 so that at aligned holes and after fixing by nuts and bolts the top of the Cross member 43a lies in the plane of the bottom surface 23a. Is on the web of the profile support 33 the L-shaped lower receiving profile 36 is welded perpendicular to the cross member 43a. On the horizontal receiving surface of the L-shaped lower receiving profile 36 becomes the lower one Side member 50a, which is designed as a box profile, placed on and by means of bolts and nut so that its top is in the plane of the bottom surface 23a.
  • the economy tab 40 extending in the plane of the longitudinal wall 21a is welded on, which has a hole.
  • the tensioning element 52 is at a connection end 56 set, which also has a hole.
  • the connecting element 56 is on the tension tab 40 by a through the holes and secured by the nut Set screw with a given angle.
  • the receiving surface is in the plane of the longitudinal wall 21a extending L-shaped upper receiving profile 37 according to the inclination of the roof rack socket 38 inclined, whereby the one picked up by an upper receiving profile 37 Side members 50d, 50e with box section with its top in the plane of the roof surfaces 22a and 22b extends.
  • each roof rack 44 consists of two double-T profiles, that at one end of the ridge 24 to form the ridge angle ⁇ , that in the shown Embodiment is 170 °, are welded together, and at their opposite Each end is welded perpendicular to an end flange 45, the four holes having.
  • the front flange 39 on each roof support spigot formed by a double-T profile 38, is provided with appropriate holes so that when aligned alignment the bores in the flanges 39 and 45 are connected to one another by bolts and nuts can be made so that the roof rack 44 is flush with the two roof rack connector 38 connected to it is aligned.
  • both sides of the ridge 24 is, as shown in Fig. 7, on the web of the double-T profile of the Roof rack 44 perpendicular to it each have an L-shaped ridge-side receiving profile 46 or 47 welded so that its receiving surface is parallel to the flanges of the roof rack 44 extends.
  • the box-shaped side member is on the support surface of the receiving profile 46 50f so placed and by means of bolts and nuts over corresponding holes connected that its top is in the plane of the roof surface 22a.
  • On the other side of the ridge 24 is on the web of the roof rack 44 that protrudes vertically therefrom L-shaped receiving profile 47 welded so that its receiving surface parallel to the Flanges of the roof rack 44 on this side of the ridge 24.
  • the box-shaped side member 50g is placed and by appropriate Bores connected with screws and nuts so that its top is in the Level of the roof surface 22b is located.
  • Every roof side Clamping element 54 has a connection end 56 with a bore that is flush with the bore is aligned in the clamping tab 48. If the holes are aligned, they are fastened by inserting a screw bolt and securing it in the desired position using a nut Alignment of the tensioning element 54.
  • the tensioning elements 52 extend in the planes of FIG Longitudinal walls 21a and 21b each from the upper clamping tab 41 to the one profile support 33 lower clamping bracket 40 of the other profile support, whereby they cross in the middle.
  • Turnbuckles 53 can be the tensioning elements 52 in the form of a rod or existing tension from wire accordingly.
  • the roof surface-side clamping elements 54 extend in each case between a ridge-side clamping tab 48 on the roof rack 44 and a roof rack socket-side Tension tab 42 so that they are also centered in each roof surface 22a or 22b cross.
  • the clamping elements 54 consisting of a rod or wire can be tension accordingly with turnbuckles 55.
  • the central longitudinal beam 50c has each at its ends a welded mounting flange 75, which a corresponding central mounting flange 76 is assigned, which on the longitudinal edges of the flanges of the cross members 43 and 43b is welded on.
  • the mounting flanges 75 and 76 have holes through which aligned alignment screw bolts passed and secured with nuts can be, the holes are provided so that the tops of the Cross members 43a and 43b, the longitudinal member 50c as well as the tops of the longitudinal members 50a and 50b are in the plane of the bottom surface 23a.
  • the open areas must be covered, for which sandwich panels with outer layers made of metal or plastic and an inner layer made of rigid foam be used.
  • the longitudinal wall elements 60 are shown side by side on the upper longitudinal beam 50d and attached to the lower side member 50a sealingly next to one another by means of metal screws, at predetermined locations in one or more longitudinal wall elements 60, for example a window 70 may be provided.
  • transverse walls 21a and 21b of transverse wall elements 61 formed which is chamfered on its top according to the inclination of the roof rack 44 are.
  • the transverse wall elements 61 are sealed next to one another in a predetermined assignment arranged and by means of steel screws on the roof rack 44, the roof rack socket 38 and attached to the lower cross member 43a or 43b.
  • an opening for a door 71 can be recessed, below which on the corresponding Cross member an L-shaped step 69 is welded, the step on an intermediate height between the inner bottom surface 23a and the outer bottom, on which the foundation plates 30 rest.
  • the cover elements 62 extend between those already adapted to the roof pitch upper side members 50d, 50e and the ridge-side side members 50f, 50g and butt on the ridge 24 sealing against one another, whereby closed roof surfaces 22a and 22b are formed become.
  • floor covering elements are formed between the cross beams 43a, 43b 63 arranged side by side in a sealing manner, which extends from the longitudinal beam 50a Extend over the central longitudinal beam 50c to the longitudinal beam 50b and in each case by means of steel screws be determined.
  • the receiving profiles 36, 37, 46 and 47 and the Clamping straps 40, 41, 42 and 48 on the profile supports 33, the roof rack connector 38 and the Roof racks 44 are each provided on two opposite sides, whereby the first house unit can be easily enlarged by a second house unit.
  • the first kit is replaced by a second kit for cross-wall mounting second house unit made of components in the design of the first kit expanded.
  • the additional components of the second kit consist of three foundation plates 30, two of which are assigned to three steel plates 32 and one for a central arrangement is provided without assignment of steel plates, from two profile supports 33 with roof rack supports 38, from a roof rack 44, from seven longitudinal beams 50h to 50o, one of which the central longitudinal beam is 50o, the end for connection to the center of the outer from the first lower bulkhead support 43b, which was adopted in the second kit, and with the central longitudinal beam 50c of the first kit and at this connection point a footrest 66 with a base plate 67 with holes 68 for receiving has the bolt of the further central foundation plate 30, and of wall and cover elements for two further longitudinal walls, for two further roof areas and for another Floor area in the design of the first kit.
  • transverse wall elements of the transverse wall 20a of the first kit are used to form the Transverse wall 20c of the second kit used because the extended house unit initially inside is open all the time.
  • Corresponding can also be used to subdivide the interior further inner wall elements, not shown, can be provided.
  • the footrest 66 is made just like the further central longitudinal beam 50o from a double-T profile, the welding at a miter angle of 45 °.
  • the central longitudinal beam 50c of the first kit has on its End of a welded end plate 65 with holes, the holes in the flanges the footrest 66 are assigned so that when the holes and the Attach the side members 50c and 50o with the help of those passed through the holes and the tops of the side member 50c of the bolts secured by nuts first kit and the side member 50o of the second kit in the level of the floor surfaces 23a, 23b.
  • the length of the footrest 66 is dimensioned so that its base plate 68 on the middle foundation plate 30 rests without additional steel plates, being for attachment the base plates 67 on the foundation plate 30, as described, on the foundation plate 30 Stand up bolts that pass through corresponding holes 68 in the base plate 67 and are fixed using nuts, not shown.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP01115296A 2001-06-25 2001-06-25 Kit de construction pour unité d'habitation érigeable particulièrement en cas de catastrophe Withdrawn EP1270834A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP01115296A EP1270834A1 (fr) 2001-06-25 2001-06-25 Kit de construction pour unité d'habitation érigeable particulièrement en cas de catastrophe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01115296A EP1270834A1 (fr) 2001-06-25 2001-06-25 Kit de construction pour unité d'habitation érigeable particulièrement en cas de catastrophe

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EP1270834A1 true EP1270834A1 (fr) 2003-01-02

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2449358A (en) * 2007-05-16 2008-11-19 Hambleside Danelaw Ltd Kit of parts for modular building
DE102016105896A1 (de) * 2016-03-31 2017-10-05 Peter Dibbern Garagensystem zum modularen Aufbau
CN109811886A (zh) * 2019-04-03 2019-05-28 曹友国 一种装配式房屋结构
CN114607040A (zh) * 2022-04-06 2022-06-10 河南华博绿色建筑科技有限公司 一种装配式房屋及其施工方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4041659A (en) * 1975-09-15 1977-08-16 Mcelhoe Hubert L Metal building structure
US4586300A (en) * 1983-10-28 1986-05-06 Mullin Edward L Building construction
NL1006714C2 (nl) * 1997-08-04 1999-02-08 Euro Systeem Bouw B V Gebouw, werkwijze ter vervaardiging van een gebouw en werkwijze voor ontmanteling van een gebouw.

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4041659A (en) * 1975-09-15 1977-08-16 Mcelhoe Hubert L Metal building structure
US4586300A (en) * 1983-10-28 1986-05-06 Mullin Edward L Building construction
NL1006714C2 (nl) * 1997-08-04 1999-02-08 Euro Systeem Bouw B V Gebouw, werkwijze ter vervaardiging van een gebouw en werkwijze voor ontmanteling van een gebouw.

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2449358A (en) * 2007-05-16 2008-11-19 Hambleside Danelaw Ltd Kit of parts for modular building
DE102016105896A1 (de) * 2016-03-31 2017-10-05 Peter Dibbern Garagensystem zum modularen Aufbau
CN109811886A (zh) * 2019-04-03 2019-05-28 曹友国 一种装配式房屋结构
CN114607040A (zh) * 2022-04-06 2022-06-10 河南华博绿色建筑科技有限公司 一种装配式房屋及其施工方法
CN114607040B (zh) * 2022-04-06 2024-04-05 河南华博绿色建筑科技有限公司 一种装配式房屋及其施工方法

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