EP0612900A1 - Construction d'une maison - Google Patents

Construction d'une maison Download PDF

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Publication number
EP0612900A1
EP0612900A1 EP93102882A EP93102882A EP0612900A1 EP 0612900 A1 EP0612900 A1 EP 0612900A1 EP 93102882 A EP93102882 A EP 93102882A EP 93102882 A EP93102882 A EP 93102882A EP 0612900 A1 EP0612900 A1 EP 0612900A1
Authority
EP
European Patent Office
Prior art keywords
roof
fields
assembly house
house according
floor
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Withdrawn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
EP93102882A
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German (de)
English (en)
Inventor
Siegmund Wilbach
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE9321465U priority Critical patent/DE9321465U1/de
Priority to EP93102882A priority patent/EP0612900A1/fr
Priority to PL30236294A priority patent/PL302362A1/xx
Publication of EP0612900A1 publication Critical patent/EP0612900A1/fr
Withdrawn legal-status Critical Current

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    • 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
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • 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
    • E04B2001/249—Structures with a sloping roof

Definitions

  • the invention relates to an assembly house according to the preamble of claim 1.
  • the basic elements of such an assembly house consist of supporting pillars fastened to a base plate, basement or floor ceiling.
  • On the supporting pillars are storey beams, which in turn are connected to a roof structure.
  • the pillars and floor beams are industrially prefabricated and then placed on the aforementioned base plate on the construction site and connected to each other segment by segment by bolting or welding.
  • a change or extension of the floor plan of the house can be achieved at any later point in time after erection without impairing the overall stability.
  • a house skeleton is designed as a self-supporting support structure, the free ends of the projectile supports projecting above the supporting pillars and the roof structure is fastened to the cantilever arms in such a way that the resulting cantilever forces and those resulting from the load on the supports between the pillars Field forces cancel each other out statically, which makes it possible to optimize the skeletal structure.
  • the outer and inner walls are arranged in a non-load-bearing design at a later point in time between the support pillars or between the storey beams and the base plate.
  • the assembly house described in contrast to known prefabricated houses, can be carried out in solid construction with respect to the outer and inner walls, without the walls mentioned having any static functions.
  • the design of the outer walls can thus be done without static considerations solely with the aspect of optimal sound and heat insulation.
  • the roof structure is made in a known manner from prefabricated rafters, for example using nail knot plates created.
  • the floor slab, which rests on the floor beams, is made of large-area reinforced concrete slabs.
  • the object of the invention is therefore to propose an assembly house, which is based on a self-supporting support structure and a house skeleton designed in this way, a usable area in living space quality being provided in the attic floor with optimal use of the house base area, without leaving the assembly house concept.
  • the basic idea of the invention is to continue the known cantilevered support structure of a house skeleton, with projectile girders which are welded rigidly to support pillars and which protrude above the support pillars with their free ends, in such a way that the roof structure is also made of a steel structure which is rigid with respect to the same point of view the rest of the construction is connected, and there is an additional stiffening of the attic by this steel construction filling or connecting ceiling panels.
  • a roof truss construction unit is provided which does not only have the task of supporting the load of the roof covering and e.g. absorb the snow load and transfer it to the floor ceiling and the pillars, but the roof structure construction unit interacts statically with the rest of the support structure consisting of support pillars and rigidly welded floor beams.
  • segments of the roof structure construction unit are industrially prefabricated, which results in a further reduction in assembly time when erecting the assembly house.
  • the roof truss construction unit consists of longitudinally connected central panels and two gable panels.
  • the gable fields have a U-profile, the legs of the profile being directed inwards.
  • the midfields consist of a double-T beam construction.
  • roof slabs with a length that are adapted to the grid dimension are inserted into the skeleton of the roof structure construction unit.
  • the roof structure construction unit is closed at the lower end on both sides by a stiffening profile, the legs of this U-profile are aligned on the ridge side.
  • the stiffening U-longitudinal profile also forms the lower stop for the roof slabs, which are advantageously inserted from above.
  • the middle and gable fields can be filled with roof tiles up to the pointed floor.
  • the top floor is separated from the loft by another girder, which is used to hold gas concrete slabs.
  • the aerated concrete slab of the pointed floor thus formed is load-bearing; in this way, for example, the pointed floor can be used to hold the complete house installation.
  • a particular advantage is that a basement can be dispensed with or the basement rooms can be used for other purposes, so that the proportion of the usable area increases.
  • the use of gas concrete ceiling panels increases the thermal insulation in the attic and leads to a reduction in the dead weight of the roof structure.
  • a gas concrete ceiling slab of the pointed floor is dispensed with.
  • a suspended ceiling can be installed for the individual design of the attic. Because there is insulation through the roof slabs over the entire roof area, there are no thermal problems.
  • the assembly house construction presented absorbs shear and buckling forces due to the special design of the roof structure, so that the storm safety of the house increases without the support structure having to be dimensioned in a complex manner.
  • the roof slabs have cutouts that are complementary to the U or double-T profile of the gable or central fields, the effects of a steel structure acting as a thermal bridge are minimized, with a flat inner and / or outer surface in the area of the attic is preserved. With a wood glue construction, thermal bridges are excluded from the outset due to the material.
  • roof covering in the form of battens with roof tiles, with a predeterminable air space between the outer surface of the roof slabs and the inner surface of the roof tiles ensuring a thermally optimizing microclimate.
  • the self-supporting steel or wood glue truss construction according to the invention can be easily attached to different roof shapes, e.g. a saddle roof or half-hipped roof adaptable.
  • a gable roof variant will be described with reference to FIG. 1.
  • the solid house shown in side view with gable roof construction consists of supporting pillars 1, which have a base plate 2 with an anchor and which is fastened on a base plate 21.
  • the support pillars 1 are connected to a projectile carrier 3 in such a way that the free ends 4 project over the support pillars 1.
  • the pillars 1, the floor beams 3 and the central or gable fields of the roof construction are designed, for example, as steel beams IPB 160 ... 240.
  • the central fields 5 of the roof construction here consist of a double T-shaped steel profile, which meets and is connected on the ridge side at the specified angle DN.
  • the gable-side fields 6 consist of a U-profile, the legs of the U-profile pointing inwards.
  • the fields 5, 6 can also be trapezoidal to form a separate pointed bottom 22. It is within the meaning of the invention to use profiled wood glue binders or similar materials instead of steel girders.
  • the assembly house advantageously has a skeleton-like construction, the individual parts of this skeleton being assembled in a grid construction.
  • a grid or segment consists, for example, of two pillars 1 which are connected to a projecting beam 3.
  • the roof structure is then also placed on this basic skeleton in segments or grids, the central or gable fields 5, 6 opening into a U-shaped profile 8 on the eaves side, which in turn is connected to the continuous profiles 7 connected is.
  • a continuous profile 9 on the ridge side expediently in the form of the roof pitch angle, is then screwed or welded to the individual segments of the roof structure, ie the central or gable fields 5, 6.
  • completed connections between the lower eaves-side end of the central or gable fields 5, 6 with the U-profile 8 on the eaves side result in a rigid construction.
  • the distance between the legs of the U- or double-T profiles of the central or gable fields 5, 6 and the eaves-side U-profile corresponds to the thickness of the roofing panels 10.
  • roofing panels 10 of greater thickness can also be used if these Have recesses or grooves, which are complementary and designed according to the dimensions of the profiles.
  • the respective carrier is completely enclosed by the roof tile 10 in the assembled state, so that the thermal insulation is further improved and a flat inner surface and / or outer surface 11, 12 of the attic is achieved.
  • the entire roof structure is stiffened by the introduction of the roof slabs 10 and receives excellent Sound and heat insulation properties, so that the attic has living space quality.
  • the segment-forming frames of the roof construction are not in the form of an isosceles triangle, but rather are trapezoidal.
  • the spaces between the central or gable fields 5, 6 are stiffened only within the trapezoidal frame.
  • the pointed roof construction can then be placed on the trapezoidal frame in a lighter weight.
  • the decisive advantage is the possibility of forming a fully usable pointed floor 22, which is used, for example, to house technical facilities and installations.
  • the otherwise blocked cellar rooms which are more easily accessible by people, can be used in a different way.
  • the floor of the pointed floor advantageously consists of gas concrete ceiling panels 13.
  • the exemplary embodiments of the gable roof construction described above have, in addition to the advantageous properties with regard to sound and heat insulation, a special fire resistance or flame retardancy.
  • a roof covering 14 consisting of battens, counter battens and roof tiles can be applied in a known manner to the outer surfaces 12 of the attic.
  • An additional thermal effect results from the fact that an air gap exists between the outer surface of the attic 12 and the inner surface of the roof tiles of the roof covering 14 23 can be provided, which provides for a microclimate or rear ventilation.
  • support pillars 1 rest on a floor or base plate 21 with an anchor 2.
  • the support pillars 1 are connected to a floor support 3, for example in the form of a steel support.
  • the free ends of the cantilever arms 4 of the projectile beams 3 are connected to a continuous profile 7, the so-called claw.
  • FIG. 2 clearly shows how the ceiling panels 10 are inserted into the spaces between the profiles of the central or gable fields 5, 6, the U-profile 8 on the eaves side serving as a quasi lower stop.
  • trapezoidal roof frames i.e. trapezoidal central or gable fields 5, 6 are used. These frames are then connected to a pointed roof structure 24, which can also consist of the profiled steel beams mentioned, but which are also made of other material, e.g. with known wood glue trusses.
  • a continuous profile or a slat 9 fixes the ends of the pointed bottom frame or segments 15 on the ridge side.
  • the pointed-bottom segments are also formed from the profiles mentioned, and in the sense of the invention the roof frames can also be formed integrally.
  • the gable-sided fields of the pointed floor can then be individually adapted.
  • the possibility of different configurations of the attic floor ceiling is clear.
  • the partially placed gas concrete ceiling panels 13 can be seen, but ceiling panels (not shown) can also be used in the spaces formed by the profiles of the projectile roof construction 16.
  • the gas-concrete ceiling panels 13 form together with the floor panel 25 two massive shear-resistant ceiling panels.
  • the same gas concrete material is used in predetermined standardized dimensions for the roof slabs 10 and the gas concrete ceiling slabs 13 of the attic floor ceiling.
  • the basic principle of the steel skeleton or segmental roof construction can be adapted to a wide variety of roof shapes, whereby largely prefabricated parts can be used, so that the assembly time of the solid house is further reduced.
  • a usable attic is also available. If the above-mentioned easy-to-process gas concrete slabs are used as roof slabs, then special roof windows can be used in corresponding openings or openings within the sections of the roof construction formed by the central or gable fields 5, 6.
  • roof slabs 10 inserted into the profile of a central field 5, which are fixed at the lower end by the U-profile 8 on the eaves side.
  • the central or gable fields 5, 6 are connected to one another with the continuous profile 7 of the so-called knagge, the knagge or the continuous profile 7 being connected to this e.g. welded angle plate 17 with the free ends 4 of the projectile carrier 3, i.e. is connected to the cantilever arms.
  • connection can be made by screwing 18, but also by bolting or welding.
  • thermal insulation mats 19 are provided on the side. These thermal insulation mats, together with other structural elements, form part of the vertical inner walls 20 of the roof structure.
  • the spaces between the individual segments formed by the free ends 4 of the projectile beams 3 can also be filled with roof slabs 10.
  • the gable walls of the assembly house are either prefabricated or built in a known manner from gas concrete blocks.
  • the new construction of a solid assembly house combines the advantages of extensive prefabrication of components and quick assembly on the construction site with optimal use of the enclosed space.
  • an attic that can later be used for living quality which has excellent sound and heat insulation properties, is created in the shell construction phase. Thanks to the materials used in the combination of steel girders or wood glue trusses and roof slabs made of aerated concrete, the breathability and moisture absorption of the walls is preserved in contrast to precast concrete parts. This makes the indoor climate more comfortable and comfortable.
  • technical installation facilities can be relocated to or on the pointed floor area of the house. As a result, basement rooms can either be dispensed with or these can be used for another purpose.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Seal Device For Vehicle (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
EP93102882A 1993-02-24 1993-02-24 Construction d'une maison Withdrawn EP0612900A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE9321465U DE9321465U1 (de) 1993-02-24 1993-02-24 Montagehaus
EP93102882A EP0612900A1 (fr) 1993-02-24 1993-02-24 Construction d'une maison
PL30236294A PL302362A1 (en) 1993-02-24 1994-02-24 Prefabricated house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP93102882A EP0612900A1 (fr) 1993-02-24 1993-02-24 Construction d'une maison

Publications (1)

Publication Number Publication Date
EP0612900A1 true EP0612900A1 (fr) 1994-08-31

Family

ID=8212634

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93102882A Withdrawn EP0612900A1 (fr) 1993-02-24 1993-02-24 Construction d'une maison

Country Status (3)

Country Link
EP (1) EP0612900A1 (fr)
DE (1) DE9321465U1 (fr)
PL (1) PL302362A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2745313A1 (fr) * 1996-02-26 1997-08-29 Portugues Christophe Structure metallique porteuse pour la construction de batiments
EP0937831A1 (fr) * 1998-02-24 1999-08-25 Bauen und Ideen Beratungs-, Planungs- und Handelsgesellschaft für historische Gebäude mbH Bâtiment d'habitation et procédé pour construire un bâtiment
GB2475539A (en) * 2009-11-23 2011-05-25 Mitek Holdings Inc A method of constructing a roof on top of a building
EP2253765A3 (fr) * 2009-05-14 2012-09-12 Thomas Friedrich Toit massif climatisé
CN103510723A (zh) * 2013-09-23 2014-01-15 安徽宇泰建筑科技集团有限公司 一种装配整体式框架结构住宅体系
CN109235940A (zh) * 2018-11-05 2019-01-18 中建钢构有限公司 装配式房屋及装配式教室
CN110424608A (zh) * 2019-08-29 2019-11-08 河北卉原建材有限公司 一种屋面板、檐板、墙板装配式连接结构及连接方法
CN113914452A (zh) * 2021-07-12 2022-01-11 中国建筑设计研究院有限公司 一种墙体通风装配式乡村房屋及其装配方法
CN115226652A (zh) * 2022-06-06 2022-10-25 扬州大学 一种用于禽类养殖的轻型房舍及其构建方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012021898A1 (de) * 2012-11-09 2014-05-15 Josef Aman Gebäude

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2194218A5 (fr) * 1972-07-26 1974-02-22 Colomb Guy
DE2855261A1 (de) * 1978-12-21 1980-06-26 Klaas Visser Ausbaufertiges ein- bis zweigeschossiges wohnhaus, insbesondere einfamilienwohnhaus
US4285176A (en) * 1979-08-06 1981-08-25 Runkle Paul S Shelter truss
DE3026333A1 (de) * 1980-07-11 1982-02-11 Siegmund 2300 Kiel Wilbach Montagehaus
FR2532352A1 (fr) * 1982-08-27 1984-03-02 Meurice Philippe Construction habitable individuelle en elements modulaires montee manuellement
FR2585388A1 (fr) * 1985-07-25 1987-01-30 Devey Sa Entreprise Une structure porteuse ainsi qu'un procede de construction d'habitations selon une mise en oeuvre de ladite structure porteuse

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2194218A5 (fr) * 1972-07-26 1974-02-22 Colomb Guy
DE2855261A1 (de) * 1978-12-21 1980-06-26 Klaas Visser Ausbaufertiges ein- bis zweigeschossiges wohnhaus, insbesondere einfamilienwohnhaus
US4285176A (en) * 1979-08-06 1981-08-25 Runkle Paul S Shelter truss
DE3026333A1 (de) * 1980-07-11 1982-02-11 Siegmund 2300 Kiel Wilbach Montagehaus
FR2532352A1 (fr) * 1982-08-27 1984-03-02 Meurice Philippe Construction habitable individuelle en elements modulaires montee manuellement
FR2585388A1 (fr) * 1985-07-25 1987-01-30 Devey Sa Entreprise Une structure porteuse ainsi qu'un procede de construction d'habitations selon une mise en oeuvre de ladite structure porteuse

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2745313A1 (fr) * 1996-02-26 1997-08-29 Portugues Christophe Structure metallique porteuse pour la construction de batiments
EP0937831A1 (fr) * 1998-02-24 1999-08-25 Bauen und Ideen Beratungs-, Planungs- und Handelsgesellschaft für historische Gebäude mbH Bâtiment d'habitation et procédé pour construire un bâtiment
EP2253765A3 (fr) * 2009-05-14 2012-09-12 Thomas Friedrich Toit massif climatisé
GB2475539A (en) * 2009-11-23 2011-05-25 Mitek Holdings Inc A method of constructing a roof on top of a building
EP2325410A3 (fr) * 2009-11-23 2015-06-03 MiTek Holdings, Inc. Système de toiture
GB2475539B (en) * 2009-11-23 2015-09-16 Mitek Holdings Inc Roofing system
CN103510723A (zh) * 2013-09-23 2014-01-15 安徽宇泰建筑科技集团有限公司 一种装配整体式框架结构住宅体系
CN109235940A (zh) * 2018-11-05 2019-01-18 中建钢构有限公司 装配式房屋及装配式教室
CN110424608A (zh) * 2019-08-29 2019-11-08 河北卉原建材有限公司 一种屋面板、檐板、墙板装配式连接结构及连接方法
CN113914452A (zh) * 2021-07-12 2022-01-11 中国建筑设计研究院有限公司 一种墙体通风装配式乡村房屋及其装配方法
CN115226652A (zh) * 2022-06-06 2022-10-25 扬州大学 一种用于禽类养殖的轻型房舍及其构建方法
CN115226652B (zh) * 2022-06-06 2023-08-22 扬州大学 一种用于禽类养殖的轻型房舍及其构建方法

Also Published As

Publication number Publication date
DE9321465U1 (de) 1998-06-18
PL302362A1 (en) 1994-09-05

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