EP0880624B1 - Jeux de pieces pour batiments - Google Patents

Jeux de pieces pour batiments Download PDF

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Publication number
EP0880624B1
EP0880624B1 EP97902345A EP97902345A EP0880624B1 EP 0880624 B1 EP0880624 B1 EP 0880624B1 EP 97902345 A EP97902345 A EP 97902345A EP 97902345 A EP97902345 A EP 97902345A EP 0880624 B1 EP0880624 B1 EP 0880624B1
Authority
EP
European Patent Office
Prior art keywords
post
kit according
wall section
floor slab
section
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP97902345A
Other languages
German (de)
English (en)
Other versions
EP0880624A1 (fr
Inventor
Hans-Peter ANDRÄ
Hans-Ulrich Kilian
Hans K. Hagmann
Ralf KÖHLER
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.)
BARTH, THOMAS
EILZER, WOLFGANG
HOLTZ, VOLKER
SAUL, REINER
SEIFRIED, GERHARD
Original Assignee
Barth Thomas
Holtz Volker
Leonhardt Andra und Partner Beratende Ingenieure VBI GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Barth Thomas, Holtz Volker, Leonhardt Andra und Partner Beratende Ingenieure VBI GmbH filed Critical Barth Thomas
Publication of EP0880624A1 publication Critical patent/EP0880624A1/fr
Application granted granted Critical
Publication of EP0880624B1 publication Critical patent/EP0880624B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the invention relates to a kit for in prefabricated construction building multi-storey building consisting of prefabricated Element frames, each with a ceiling panel, the one on its outer front edge with an outer stem is rigidly connected and close to the inner front edge of the Ceiling plate is connected to an inner handle.
  • kits for prefabricated construction are in numerous different embodiments are known.
  • the ceiling tiles, which the horizontal ceilings one usually multi-storey building are made up of supports and Worn wall elements. If the pre-made vertical Wall elements serve to accommodate the vertical loads and assume the function of supports, as is the case with the so-called Panel construction is the case by choosing the respective wall elements the floor plan and the Possibilities of use of the rooms produced in this way essentially specified and fixed.
  • Prefabricated kits for building constructions are also known, for example, from US-A-4 211 043 and DE-B-2 329 069.
  • the object of the invention is therefore to provide a kit type mentioned in prefabricated construction too constructing multi-storey buildings so that under Maintaining the advantage of extensive prefabrication of the Element frame and a relatively simple and easy assembly of the individual element frames without additional Bracing measures a high rigidity of the so constructed Facing the building in both horizontal directions acting transverse forces is reached.
  • the Outer handle is designed as an angle profile and one End wall section extending at right angles to the ceiling plate and one at an angle to this end wall section and transverse wall section extending at right angles to the ceiling plate consists.
  • the arranged on the outer end edge of the ceiling tile consisting of two wall sections running at right angles to each other existing frame stem is subsequently referred to as the "outer stem” referred to because he is building a building in many Cases in the building's outer wall.
  • the other, close to the inner end edge of the ceiling plate arranged stem therefore in most cases are inside the building and is therefore referred to below as the “inner handle”.
  • an arrangement is also possible in which the Inner handle of the element frame on the outer wall of the building is arranged.
  • the wall sections of the The outer stem also forms edge sections of the here adjoining walls. Because the required supporting functions can be completely fulfilled by the frame handles intermediate wall areas that do not have a supporting function have, executed in any way and also retrospectively be replaced.
  • the outer stem is T-shaped in cross section and that the end wall section on both sides over the Junction with the transverse wall section extends out.
  • the outer and inner stems do not have to be in the Mirror axis of the ceiling tile can be arranged, but can be grown eccentrically. This allows you to three element frames (two normal element frames and one mirrored element) according to their addition three rooms of different widths are formed.
  • the outer stems can also be L-shaped in cross-section be trained.
  • the units built from it are preferably used on the outside edges of buildings.
  • the inner handle can - just like the outer handles - in Cross-section be T-shaped and from one with the Transverse wall section of the outer stems aligned Transverse wall section and one parallel to the end wall section of the outer stems extending inner wall section.
  • This version is particularly advantageous if this Wall sections of the inner stems as edge sections of adjoining walls are provided.
  • the mutually aligned transverse wall sections of the two Stems by inserting a non-load-bearing one Wall section added to a closed transverse wall become.
  • the inner wall sections of adjacent inner stems can also have a non-bearing between them Pick up the inner wall section.
  • the inner handle can also consist of just one column exist, for example as a free-standing column in the Floor plan can be included.
  • the inner handle at a distance is arranged to the inner end edge of the ceiling plate.
  • the ceiling panel thus has one on the inside Protruding the front edge of the ceiling tile Plate overhang. Especially when used for It is a good idea to build a residential building between the Outer stems and inner stems lying area as Living space and the area covered by the overhang Provide the area as a traffic area.
  • the stem elements can be centric or be arranged eccentrically under the plate.
  • Each ceiling tile forms with the attached and inner handles a prefabricated element frame; the Building consists of a large number of these element frames and possibly other element units, such as wall or Ceiling elements and / or room cells.
  • Each element frame preferably consists of one Ceiling plate and from this protruding outer and Inner handles.
  • the element frame thus forms one table-like unit.
  • connection of the outer handle and the inner handle with the Ceiling plate by connecting elements provided for this can be on site before installing the so formed element frame in the building body or only directly on site in the building. Instead but it is also possible to already have these connections to provide the prefabrication of the element frame and the like prefabricated element frames to the construction site transport.
  • Fig. 1 shows an element frame 1, which consists of a Ceiling plate 2, one rigidly attached to it There is an outer handle 3 and an inner handle 4.
  • This the Element frame 1 elements are prefabricated and can be made of reinforced concrete, wood, steel, masonry or other Materials exist.
  • the Element frame in wood glue construction, Timber frame construction, prefabricated Masonry construction or steel frame construction be carried out.
  • the rectangular ceiling plate 2 has an outer Front edge 2a and an inner front edge 2b.
  • the Outer stem 3 is on the outer end edge 2a Ceiling plate 2 attached. How to get out of exploded view of the element frame 1 in Fig. 3 recognizes the outer handle 3 as an angle handle T-shaped cross section.
  • An end wall section 5 is arranged at right angles to the ceiling plate 2 and extends on both sides over the connection point a transverse wall section 6, which is perpendicular to End wall section 5 and arranged to the ceiling plate 2 is.
  • the outer handle 3 is rigid with the ceiling plate 2 connected, as will be explained in more detail later.
  • FIGS. 1 and 3 is also the inner handle 4 as the outer handle 3 with a T-shaped Cross section executed. It consists of one with the Transverse wall section 6 of the outer handle 3 aligned Transverse wall section 7 and a parallel to End wall section 5 of the outer stem 3 extending Inner wall section 8.
  • FIG. 4 A modified version of the inner handle 4 is shown in FIG. 4.
  • the inner handle 4 from a parallel to the end wall section 5 of the Outside stem 3 extending inner wall section 9.
  • the inner stem 4 is formed by a column.
  • the modified element frame 1 shown in FIG. 6 shows a cross-section L-shaped design of the outer handle 3 and the inner handle 4.
  • a different floor plan of the ceiling panels 2 selected become, for example, trapezoidal or parallel.
  • the stems can - as shown in Fig. 1-5 - in the middle be arranged to the ceiling plate 2.
  • Fig. 6 shows however, an example of an eccentric arrangement of the Stems under or above the ceiling tile.
  • the building shown in Fig. 7 in a partial representation consists of a large number of the element frames described 1 and other element units, in particular Coupling plates 10, the adjacent ceiling plates 2 connect, room cells 11 and others (not shown Wall elements).
  • the stems 3 and 4 form lateral Wall sections of outer walls, inner walls and Cross walls. To complete these walls between the neighboring stems (non-loadbearing) Wall sections used or through openings or Window openings left open.
  • the inner stems 4 are each at a distance from the inner End edge 2b of the ceiling plate 2 are arranged, forms the inner end of the ceiling plate 2 a plate protrusion 2c, which is preferably above one in the floor plan of the building Traffic area 12 is. Between stems 3 and 4 the living area is 13.
  • FIGS. 1-6 While in the embodiments of FIGS. 1-6 the stems 3, 4 each from the ceiling plate 2 extend below so that a table-shaped element frame 1 arises, an embodiment is shown in Fig. 8, at the element frame 1 in the manner of an upturned table is executed.
  • the ceiling plate 2 below carries a floor structure 15 which consists of a floating Screed 16, an impact sound insulation 17 and one Thermal insulation 18 with integrated pipe installation 19 consists.
  • the line installation can - so far required - already with the prefabricated element frame 1 extend into the connected stems 3 or 4.
  • Threaded rods 20 extend from the upper end of an outer or Inner stem 3 or 4 through the recesses 20 in the Cover plate 2 to the lower end of each one above located outer or inner stem 3 or 4 and essentially claimed to train.
  • Connecting pins are similar to the threaded rods 20, which in those facing each other, the ceiling tiles between them 2 receiving stem ends are anchored.
  • connection 11 shows an embodiment of the connection for Reinforced concrete construction, the connecting elements each from two interconnected coupling pieces consist, each coupling piece with one of the two facing stem ends connected.
  • the coupling pieces from coupling plates 25 with the reinforcement 26 in the upper Stem 3 are welded and in pairs at a distance mutually arranged coupling plates 27 which with the Reinforcement 28 of the lower post 3 are welded.
  • the coupling plates 25 and 27 overlap in the Recess 22 in the foot of the upper stem 3. They contain Slots 29 into which wedges 30 are driven. This Wedges 30 assume the function of a in the final state Shear bolt.
  • the recesses 21 and 22 are in the already described way after wedging with mortar backfilled. For the purpose of disassembling the building this mortar can be removed again. The one that was left out Mortar 22 filling mortar is pried open and the wedge 30 is pulled out.
  • the slots 29 for the wedges 30 are so high arranged that according to the wedge inclination and the Operating depth of the wedge 30 height differences compensated can be.
  • the coupling plates 27 struck.
  • a mandrel in the slots 29 of the Coupling plates 27 are used, the hook or in the rope loop of a crane sling is anchored.
  • Fig. 12 shows a coupling plate 10, the adjacent one Ceiling panels 2 connects together.
  • this coupling plate 10 can individual floor plan dimensions can be generated.
  • Fig. 12 is a side support 31 of the Coupling plate 10 with a lateral bracket band 32 toothed so that horizontal forces between the individual Element frame 1 can be transferred.
  • the gearing can also, for example, through oarlocks (not shown) be achieved.
  • a at the foot of the Transverse wall section 6 of the upper outer stem 3 down protruding toothed cam 33 on its vertical edges can be profiled by a Recess 34 of the ceiling plate 2 in a pocket 35 of the transverse wall 6 of the outer stem located below 3 protrudes and is shed there.
  • Gear cams 33 are the ones that occur Horizontal forces from the outer handle 3 into the ceiling tile 2 initiated.
  • Transverse wall section 6 instead on Transverse wall section 6 is a dovetail-shaped pin 39 be provided in a conical recess 40 of the end wall section 5 protrudes and through there Locking iron 41 is fixed.
  • FIG. 15 shows a type modified compared to FIG. 13 the connection. This engages on the top of the Transverse wall section 6 upwardly projecting cam 42 in a recess 43 at the foot of the transverse wall section 6 of the upper stalk and is there by a subsequent potted bolt 44 secured.
  • the 17 is a composite sheet 45 in the Production concreted in the transverse wall section 6.
  • the Composite sheet 45 engages in pockets 46 of the neighboring ones End wall sections 5 and is there by bolts 47 and Potting compound 48 set.
  • Fig. 16 shows a horizontal section along the line XVI-XVI in Fig. 13.
  • Fig. 18 are in the ceiling panel 2 after concrete sheets 48 protruding above and below, which engage in recesses 49 of the stems and there in the already described way by bolt 50 and potting are anchored.
  • FIGs. 19-21 a construction principle in frame or Panel construction shown.
  • 19 shows one Element frame 1 in wood construction in plan view, the Cladding and connecting elements are not shown.
  • a ceiling frame 51 with intermediate beams 52 is included End wall frame 53 and transverse wall frame 54 connected, the the supporting skeleton of the outer stem 3 or Form inner stem 4.
  • FIG. 20 lies the ceiling frame 51 on the rafters 54a of the Transverse wall frame 54.
  • the middle post of the End wall frame 53 is connected to the outer post Transverse wall frame 54 connected, for example by Screw connection.
  • the support loads are above the middle one End wall post and over the rafters 54a in the Transverse wall frame 54 initiated. That is why the posts of the cross wall frame 54, as shown in FIG. 20, directly from end grain to end grain, if necessary with Harthol liner, bumped. Deformations caused by the greater compliance of a cross-grain direction stressed bars are avoided.
  • Fig. 21 shows in wooden construction a coupling plate 10, the with their bilateral cross-beams 55 lateral console strips 56 of the neighboring ceiling tiles 2 is on the hook.
  • the frame stems of the element frame 1 can form horizontal forces even in the state of construction for bracing buildings without additional moldings recorded and forwarded.
  • Leave connections between the stems and ceiling tiles itself both in the construction state and in the final state horizontally sufficiently braced structures without further Create aid measures quickly and permanently.
  • the Connections also allow easy Dismantling of the building.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Finishing Walls (AREA)
  • Buffer Packaging (AREA)

Claims (16)

  1. Jeu de pièces pour bâtiments à ériger en préfabrication, constitué de châssis élémentaires préfabriqués (1), qui présentent une plaque de plafond ou de couverture (2) qui est reliée, sur son arête externe de bout, à un montant externe (3) de manière à résister à la flexion et, près de l'arête interne de bout de la plaque de plafond (2), d'un montant interne (4), caractérisé en ce que le montant externe (3) se présente sous la forme d'un profilé en équerre et est constitué d'une section de paroi de bout (5) s'étendant perpendiculairement à la plaque de plafond (2) et d'une section de paroi transversale (6) s'étendant en équerre par rapport à cette section de paroi de bout (5) et perpendiculairement à la plaque de plafond (2).
  2. Jeu de pièces selon la revendication 1, caractérisé en ce que le montant externe (3) est en forme de T en coupe transversale et la section de paroi de bout (5) se déploie des deux côtés à partie du point de raccordement avec la section de paroi transversale (6).
  3. Jeu de pièces selon la revendication 1, caractérisé en ce que le montant externe (3) est en forme de T en coupe transversale.
  4. Jeu de pièces selon la revendication 1, caractérisé en ce que le montant interne (4) est en forme de T en coupe transversale et est constitué d'une section de paroi transversale (7) alignée avec la section de paroi transversale (6) du montant externe (3) et d'une section de paroi interne (7) s'étendant parallèlement à la section de paroi de bout (5) du montant externe (3).
  5. Jeu de pièces selon la revendication 1, caractérisé en ce que le montant interne (4) est constitué d'une section de paroi interne (4) s'étendant parallèlement à la section de paroi de bout (5) du montant externe (3).
  6. Jeu de pièces selon la revendication 1, caractérisé en ce que le montant interne (4) est constitué d'une colonne.
  7. Jeu de pièces selon la revendication 1, caractérisé en ce que le montant interne (4) est agencé à distance du bord interne de bout (2b) de la plaque de plafond (2).
  8. Jeu de pièces selon la revendication 1, caractérisé en ce que le montant' externe (3) et le montant interne (4) peuvent être reliés à la plaque de plafond (2) par des éléments de liaison sur le chantier.
  9. Jeu de pièces selon la revendication 8, caractérisé en ce que les éléments de liaison (22, 25, 27, 33, 42, 48) s'étendent de l'extrémité supérieure d'un montant externe ou interne (3 ou 4), à travers des évidements (21, 34) ménagés dans la plaque de plafond (2), à l'extrémité inférieure du montant externe ou du montant interne (3 ou 4) qui se trouve respectivement au-dessus et sont sollicités sensiblement à la traction.
  10. Jeu de pièces selon la revendication 9, caractérisé en ce que les éléments de liaison (22, 25, 27, 33, 42, 48) sont des broches de liaison à axes parallèles et agencées à distance l'une de l'autre, qui sont ancrées dans les extrémités des montants, en regard l'une de l'autre, recevant entre elles les plaques de plafond (2).
  11. Jeu de pièces selon la revendication 9, caractérisé en ce que les éléments de liaison sont constitués respectivement de deux pièces d'accouplement (25, 27) qui peuvent être reliées l'une à l'autre, chaque pièce d'accouplement (25, 27) étant reliée à une des deux extrémités de montants en regard l'une de l'autre.
  12. Jeu de pièces selon la revendication 11, caractérisé en ce que les deux pièces d'accouplement (25, 27) de chaque élément de liaison présentent des fentes pour recevoir une cale (30).
  13. Jeu de pièces selon l'une quelconque des revendications 8-12 pour bâtiments en construction de béton armé, caractérisé en ce qu'un espace creux (21; 22) ménagé dans la plaque de plafond (2) et dans au moins une des extrémités des montants pour recevoir les éléments de liaison peut être rempli d'un mortier, qui peut être retiré mécaniquement lors du démontage du bâtiment.
  14. Jeu de pièces selon la revendication 1, caractérisé en ce que chaque plaque de plafond (2) forme avec les montants interne et externe (3, 4) qui y sont montés un châssis élémentaire préfabriqué (1) et le bâtiment est constitué d'une pluralité de ces châssis élémentaires (1) et éventuellement d'autres unités élémentaires, telles que des éléments de paroi ou de plafond et/ou des cellules spatiales (11).
  15. Jeu de pièces selon la revendication 14, caractérisé en ce que chaque châssis élémentaire (1) est constitué d'une plaque de plafond (2) et des montants externe et interne (3, 4) faisant saillie vers le bas de celle-ci.
  16. Jeu de pièces selon la revendication 14, caractérisé en ce que chaque châssis élémentaire (1) est constitué d'une plaque de plafond (2) et des deux montants externe et interne (3, 4) faisant saillie vers le haut de celle-ci et la plaque de plafond (2) forme une section de plancher préfabriquée pourvue d'une structure de plancher préfabriquée (15) comprenant des installations de canalisations intégrées (19).
EP97902345A 1996-02-09 1997-02-06 Jeux de pieces pour batiments Expired - Lifetime EP0880624B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19604690 1996-02-09
DE19604690A DE19604690A1 (de) 1996-02-09 1996-02-09 Bausatz für Gebäude
PCT/EP1997/000541 WO1997029250A1 (fr) 1996-02-09 1997-02-06 Jeux de pieces pour batiments

Publications (2)

Publication Number Publication Date
EP0880624A1 EP0880624A1 (fr) 1998-12-02
EP0880624B1 true EP0880624B1 (fr) 2000-06-07

Family

ID=7784926

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97902345A Expired - Lifetime EP0880624B1 (fr) 1996-02-09 1997-02-06 Jeux de pieces pour batiments

Country Status (5)

Country Link
EP (1) EP0880624B1 (fr)
AT (1) ATE193741T1 (fr)
AU (1) AU1601897A (fr)
DE (2) DE19604690A1 (fr)
WO (1) WO1997029250A1 (fr)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE672691C (de) * 1933-08-13 1939-03-11 Robert Schwarz Eisenbetonskelett fuer Bauwerke aller Art aus fertig zum Einbau gelangenden Eisenbetonhohlkoerpern
DE1997860U (de) * 1968-04-22 1968-12-05 Guenter Friedrich Huetter Baut Stahlbeton t - profil fur tragende aussenwaende
DE2329069C2 (de) * 1973-06-07 1975-02-27 Dahmit Brenn- Und Baustoffgesellschaft Paul Dahm, 8000 Muenchen Stahlbetonfertigteil zum Erstellen von als Sammelgarage od.dgl. dienenden Gebäuden, wie Tiefgaragen, Parkhäuser od.dgl
IT1036745B (it) * 1975-03-27 1979-10-30 Menosso Ennio Serie di elementi modulari prefab bricati autoportanti in calcestruz zo armato vibrato atti a comporre unita abitative singole o multiple sul piano orizzontale e o verticale
LU77983A1 (fr) * 1977-08-17 1978-02-13
US4211043A (en) * 1978-01-06 1980-07-08 Coday Jerry F Precast concrete building module form
GB2117025A (en) * 1982-03-17 1983-10-05 R E P S Y Sa Load bearing structure for buildings
GB2221705B (en) * 1988-08-09 1992-04-08 Norman Tonkin Building construction

Also Published As

Publication number Publication date
DE19604690A1 (de) 1997-08-14
DE59701844D1 (de) 2000-07-13
ATE193741T1 (de) 2000-06-15
AU1601897A (en) 1997-08-28
EP0880624A1 (fr) 1998-12-02
WO1997029250A1 (fr) 1997-08-14

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