EP0863270A1 - Jeu d'éléments de construction de parois pour bâtiments - Google Patents

Jeu d'éléments de construction de parois pour bâtiments Download PDF

Info

Publication number
EP0863270A1
EP0863270A1 EP98103690A EP98103690A EP0863270A1 EP 0863270 A1 EP0863270 A1 EP 0863270A1 EP 98103690 A EP98103690 A EP 98103690A EP 98103690 A EP98103690 A EP 98103690A EP 0863270 A1 EP0863270 A1 EP 0863270A1
Authority
EP
European Patent Office
Prior art keywords
basic grid
wall components
length
wall
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.)
Granted
Application number
EP98103690A
Other languages
German (de)
English (en)
Other versions
EP0863270B1 (fr
Inventor
Paul J. Roth
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
Publication of EP0863270A1 publication Critical patent/EP0863270A1/fr
Application granted granted Critical
Publication of EP0863270B1 publication Critical patent/EP0863270B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood

Definitions

  • the invention relates to a kit of floor-to-ceiling wall components with grid dimensions for the construction of buildings as well a method of erecting a floor of a building from wall components of such a kit.
  • the invention has for its object a kit to provide the type mentioned at the beginning for building walls, which already differ in shape and size with very few Wall components for the design of a Variety of different floor plans and a simple, quick assembly allowed.
  • the proposed wall thickness of 25 cm is a consideration based on sufficient thermal insulation values for external walls can only be achieved with a multi-layer wall structure. So you can use the previously common thinking thick, heat-insulating outer walls, thinner, load-bearing inner walls and come off even thinner non-load-bearing inner walls and work with a single wall thickness, on the one hand has the necessary load capacity, on the other hand to Basic grid size fits.
  • the disadvantage of the somewhat larger loss of space by using the proposed 25 cm thick Wall components instead of thin, non-load-bearing partitions is offset by the benefits, only five to use different wall elements, the better Sound insulation between neighboring interiors and the more even support of the to be taken up over the ceiling Loads.
  • the proposed kit allows a significant reduction and simplify construction time and reduce the Building-costs. Only five different wall components are needed to be made. You can e.g. B. manufacturing in forms made of lightweight concrete and for basements Heavy concrete manufactured and in a certain number Camp are taken. Since cracks mostly immediately after defective wall components can occur during manufacture be sorted out before they are installed. The constant production and warehousing of the few different ones Elements allows the use more rational Manufacturing processes and a constant, high manufacturing quality. Measured by sales, those in factory and Number of units held in commercial warehouses and thus also Storage costs can be kept low.
  • the proposed system initially has the Advantage that the required wall components are immediately available be available. Also floor plan changes, exchange and reordering wall components are without time delay and disproportionate additional costs possible. Because all elements have an angular shape and are therefore able to stand alone, after shaping maintain this position in an upright position and only need to be moved at a time. Are in that upper end of the elements cast-in eyebolts or hooks made of steel helpful. They allow a simple fast transport by crane from the mold to the warehouse, on a transport vehicle and at the installation site. After The lifting eyes can be cut off when erecting the walls. With the help of the usual hoists a single man taking the prefabricated components Maintain their upright position and carry on position and align the site exactly.
  • the proposed wall components form the corners of the bounded spaces. They end at passages, windows and doors. Lintels can be boarded together with a blanket and be poured. When using prefabricated ceilings can also be made as special components in any desired Length, also prefabricated outside the grid system and be provided with elbows at the ends, with which they easily on the adjacent wall components can be hung up. Laying on the finished blanket is not hindered because it is in the mortar bed anyway he follows.
  • Installation lines can be in clad corners, between adjacent wall components with sufficient Intermediate distance to be set up and laid in the ground will. Even if in individual cases cable slots in the Wall elements made of lightweight concrete must be chiselled the amount of work required for this is small in proportion to the saving by replacing individually bricked or shaped walls with just a crane from the beginning, to be placed at the intended position to stable standard elements.
  • Plastering the prefabricated wall components is also possible not required because it has smooth surfaces can be produced. It is enough to smooth the few narrow joints by filling. On the outside surfaces a thermal insulation layer is applied to the outer walls and on it or in front of it in a conventional manner z. B. a plaster layer, a brick wall shell, a wooden cladding or facade panels. The finished solid house makes a difference therefore not different from others after completion, conventional built solid houses.
  • Wall components can, moreover, in a corresponding manner Way also for the manufacture of prefabricated houses in Use timber frame construction.
  • the wall components basically easier, but it also has an advantage noticeable if only a few, always the same wall building elements need to be produced, already with the erection are stable and only in a way that prevents movement Way with the floor, adjacent wall components and need to be connected to the ceiling.
  • Planning with the standard elements that are also immediately available at any time offers greater freedom in the design of the floor plans than usual with prefabricated houses.
  • the location of installation lines can not be considered, it recommends themselves, relatively thick cover plates on the wooden frame attached so that slots are cut into the cover plates can be after inserting the leads to be filled.
  • the inventive Wall elements in wooden frame construction on the Proven manufacturing techniques and the proven wall structure can be used by prefabricated houses.
  • the wall component 10 shown in Fig. 1 A, B is a Lightweight concrete LB5 according to DIN 4232 or heavy concrete B 25 according to DIN 1045 existing prismatic body with a height of 2.63 m, d. H. the wall height of a floor, and the in Fig. 1 B shown isosceles at right angles Base area with an outer leg length of 1.25 m and a wall thickness of 25 cm. The wall thickness is accordingly 1/5 of the outer leg length or 1/4 of the inner leg length.
  • the wall component 12 shown in Fig. 2A, B has the same Height and wall thickness, but an isosceles right-angled one Base area with an outer leg length of 2.50 m.
  • the wall components shown in Fig. 3 A, B and 4 A, B. 14, 16 also have the stated height and wall thickness.
  • the rectangular base has a short leg with an outer edge length of 1.25 m and a long Legs with an outer edge length of 2.50 m.
  • the two Wall components 14, 16 differ only in that Arrangement of the short leg relative to the long leg.
  • 3 A, B has the base the shape of an "L" while the base of the wall component 4 A, B as a mirror image L-shaped can be characterized.
  • the wall component 18 shown in FIG. 5 A, B also has the above height and wall thickness, but a T-shaped Base area with a flange length of 2.50 m and a bridge length of 2.25 m. If you add to the bridge length the wall thickness of the flange, it can be seen that the depth 5 B as well as its width 2.50 m is.
  • FIG. 1 A, B up to 5 A, B, but additionally marked with an index line 6 A, B to 10 A, B have wall components the same dimensions, but are made in wooden frame construction.
  • the wooden frames each consist of a corner post at the apex, several vertical stands and upper and lower frame timbers. Both those related on the corner inner side surfaces as well as the outer Side surfaces are covered with cover plates, and that of the frame timbers and cover plates limited inner Cavities in the wall components are not shown Insulating material, e.g. B. mineral wool.
  • Fig. 11 those described above with reference to 1A, B to 11 A, B wall components described preferably stored and transported upright. Means on their top eyelets 20 they can then attached to a crane at any time and in the intended Position on the floor surface, in the example 11 of a basement ceiling, are discontinued Concrete wall components each on a mortar bed 22. Prefabricated lintels 24 can also be used in the same way transported on eyelets 20 and with elbows, not shown be placed on the adjacent wall components.
  • the floor plans of the ground floor shown in Fig. 12 A, B and the upper floor of a family house are one Example of how to use only one according to the invention Kit, even without that shown in Fig. 5 T-shaped wall component, exterior and interior walls of one can build individually planned residential buildings.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP98103690A 1997-03-04 1998-03-03 Jeu d'éléments de construction de parois pour bâtiments Expired - Lifetime EP0863270B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19708639 1997-03-04
DE19708639 1997-03-04

Publications (2)

Publication Number Publication Date
EP0863270A1 true EP0863270A1 (fr) 1998-09-09
EP0863270B1 EP0863270B1 (fr) 2004-07-07

Family

ID=7822109

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98103690A Expired - Lifetime EP0863270B1 (fr) 1997-03-04 1998-03-03 Jeu d'éléments de construction de parois pour bâtiments

Country Status (2)

Country Link
EP (1) EP0863270B1 (fr)
DE (1) DE59811645D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931298A (zh) * 2021-11-23 2022-01-14 中国建筑技术集团有限公司 一种低多层装配式轻钢轻混凝土结构体系及其建造方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1609630A1 (de) * 1966-02-17 1970-04-30 Becker Franz Josef Fertigteil-Wandelement fuer die Herstellung von Fertigbauten
DE7233226U (de) 1973-01-11 Flath F Stellwand
US4165591A (en) * 1978-06-30 1979-08-28 Fitzgibbon Chester M Component type building construction system
DE3103491A1 (de) * 1981-02-03 1983-04-21 Heinz 5451 Ehlscheid Klein Freistehende geschosshohe wandteile

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7233226U (de) 1973-01-11 Flath F Stellwand
DE1609630A1 (de) * 1966-02-17 1970-04-30 Becker Franz Josef Fertigteil-Wandelement fuer die Herstellung von Fertigbauten
US4165591A (en) * 1978-06-30 1979-08-28 Fitzgibbon Chester M Component type building construction system
DE3103491A1 (de) * 1981-02-03 1983-04-21 Heinz 5451 Ehlscheid Klein Freistehende geschosshohe wandteile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931298A (zh) * 2021-11-23 2022-01-14 中国建筑技术集团有限公司 一种低多层装配式轻钢轻混凝土结构体系及其建造方法

Also Published As

Publication number Publication date
DE59811645D1 (de) 2004-08-12
EP0863270B1 (fr) 2004-07-07

Similar Documents

Publication Publication Date Title
EP3504386B1 (fr) Maison modulaire
EP0838557B1 (fr) Système de construction pour l'édification de bâtiments
EP0639677A1 (fr) Bâtiment composé par des modules de cellules préfabriquées
DE2428038A1 (de) Konstruktionssystem
DE19708689B4 (de) Bausatz aus Wandbauelementen für Gebäude
EP2644794B1 (fr) Système de blocs de coffrage, ouvrage construit avec celui-ci et procédé de réalisation d'un ouvrage
DE102019112303A1 (de) Raum-Modul, aus Raum-Modulen hergestelltes Gebäude, sowie jeweils ein Herstellverfahren hierfür
EP0863270B1 (fr) Jeu d'éléments de construction de parois pour bâtiments
DE10005872C1 (de) Raumzelle und aus gleichartigen Raumzellen zusammengesetztes Gebäude
DE102013104077A1 (de) Bausystem mit einer Baukonstruktion zur Erstellung von Bauwerken in Trocken- und Selbstbauweise
DE102017114619B4 (de) System aus zumindest zwei Transporthaken und einem vorgefertigten Wandelement und Verfahren zur Herstellung eines vorgefertigten Wandelements
EP0015444B1 (fr) Construction avec poutres en té
WO1997013043A1 (fr) Maison prefabriquee de construction en dur et modulaire
EP0717158B1 (fr) Système de volumes constructifs pour l'édification de bâtiments
DE3117182A1 (de) Bausystem fuer insbesondere mehrgeschossige gebaeude
DE2342046A1 (de) Mehrgeschossiges fertiggebaeude
DE19731377C2 (de) Verfahren zur Errichtung eines System-Fertigkellers sowie System-Fertigkeller
DE19820138A1 (de) Bauelement und Hausmodul aus mehreren Bauelementen
DE804471C (de) Decke aus Stahlbetonfertigbalken ohne Zwischenbauteile
AT502596B1 (de) Leichtbau-wandsystem in grosstafelbauweise - für fertighäuser - mit innenliegender wärmedämmung ohne wärmebrücke
DE856214C (de) Verfahren und Bauweise zur fabrikmaessigen Herstellung von insbesondere skelettlosenBauwerken, beispielsweise Wohnhaeusern
DE7420037U (de) Stütze für Fertigteilbauten
DE7420036U (de) Dach- und Deckenelement
DE19741260A1 (de) Haus
DE2523286A1 (de) Eigenschalungs- und einbaustruktur- elemente-bausystem

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: A1

Designated state(s): BE DE FR LU NL

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

AKX Designation fees paid

Free format text: BE DE FR LU NL

RBV Designated contracting states (corrected)

Designated state(s): BE DE FR LU NL

17P Request for examination filed

Effective date: 19990308

17Q First examination report despatched

Effective date: 20021211

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): BE DE FR LU NL

REF Corresponds to:

Ref document number: 59811645

Country of ref document: DE

Date of ref document: 20040812

Kind code of ref document: P

ET Fr: translation filed
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

26N No opposition filed

Effective date: 20050408

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

Ref country code: FR

Payment date: 20080208

Year of fee payment: 11

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

Ref country code: NL

Payment date: 20080930

Year of fee payment: 11

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

Ref country code: BE

Payment date: 20080929

Year of fee payment: 11

BERE Be: lapsed

Owner name: *ROTH PAUL J.

Effective date: 20090331

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20091001

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20091130

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: 20091001

Ref country code: BE

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

Effective date: 20090331

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

Ref country code: FR

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

Effective date: 20091123

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

Ref country code: DE

Payment date: 20100929

Year of fee payment: 13

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

Ref country code: LU

Payment date: 20111005

Year of fee payment: 14

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59811645

Country of ref document: DE

Effective date: 20121002

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

Ref country code: DE

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

Effective date: 20121002

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

Ref country code: LU

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 20110303