EP0089443B1 - Eléments de paroi pour constructions préfabriquées à déplacer à plusieurs reprises et leurs moyens d'assemblage - Google Patents

Eléments de paroi pour constructions préfabriquées à déplacer à plusieurs reprises et leurs moyens d'assemblage Download PDF

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Publication number
EP0089443B1
EP0089443B1 EP82710011A EP82710011A EP0089443B1 EP 0089443 B1 EP0089443 B1 EP 0089443B1 EP 82710011 A EP82710011 A EP 82710011A EP 82710011 A EP82710011 A EP 82710011A EP 0089443 B1 EP0089443 B1 EP 0089443B1
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EP
European Patent Office
Prior art keywords
wall
panel
wall panels
connection
butt
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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
Application number
EP82710011A
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German (de)
English (en)
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EP0089443A1 (fr
Inventor
Gustav Ickes
Friedel Frischmuth
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to EP82710011A priority Critical patent/EP0089443B1/fr
Priority to AT82710011T priority patent/ATE20681T1/de
Priority to DE8282710011T priority patent/DE3271917D1/de
Publication of EP0089443A1 publication Critical patent/EP0089443A1/fr
Application granted granted Critical
Publication of EP0089443B1 publication Critical patent/EP0089443B1/fr
Expired 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material

Definitions

  • the invention relates to wall elements as load-bearing, plate-like parts of a limited space for the creation of repeatable prefabricated buildings, equipped and designed with means integrated at least partially in the plates for connection or coupling with further wall plates of the same or similar design, the parts for connecting or Coupling required recesses in the wall plates limited to the supporting parts and covered by any insulating layer and here the wall plates are rectangular and arranged vertically, the connection of intersecting intermediate wall plate combinations by two each formed at the crossing connection point of the interlocking or overlapping, mirror image Recesses are made in the joints of the two intermediate wall panel combinations, and the wall panels are preferably made of a reinforced concrete layer and a, generally outwardly insulating layer exist.
  • the Belgian patent BE-A-852817 discloses a method for producing prefabricated buildings by putting individual panels together.
  • This method has the disadvantage of plug-in slots extending over half the height of the board, one slot engaging from above and the other from below into the pair of boards to be connected.
  • US-A-3 962 839 which is based on DE-A-2 338 390 (both Ickes), relates to wall elements which, in the area of their upper horizontal boundary, are covered by overlapping or engaging, vertically directed recesses or recesses open on both sides and / or approaches with other, correspondingly designed wall elements are pluggable detachable or joinable.
  • the French script, CAHIER DU CSTB, No. 97, F 3 1969 indicates a system which has the connection of two panels in the same direction with the connection of an intermediate wall branching perpendicularly from it.
  • the criterion of this training is that the rectified slabs have reinforcements that protrude into a free space in the joint area, which additionally receives an anchor from the slabs arranged perpendicular to it, and then the free space is again filled with concrete.
  • the connection thus produced has the disadvantage of being unsolvable, so that disassembly requires at least the partial destruction of this assembly.
  • Wall elements, d. H. To name wall panels according to the type described at the outset, which are suitable for forming a limited space which can also be expanded by further cells, without the necessity of using, in particular, adhesive or hydraulic binders, and in which the necessary recesses are arranged in the upper region of the wall panels themselves and these are limited to a minimum, whereby the height of the wall panels should correspond to the floor height.
  • the solution to this problem according to the invention provides that the directional, outwardly flush butt joint of two wall plates is carried out together with the intermediate wall plate, which is arranged at right angles between the joint, by easily detachable coupling means which engage in a holder of this plate pointing upwards from the recess and project laterally from the two wall plates, that the directional butt joint of two wall panels directed perpendicular to the first-mentioned wall panels, together with the butt-standing intermediate wall panel assigned vertically to the joint of these wall panels, is achieved by easily detachable coupling means engaging in a free space, projecting laterally from the intermediate wall panel, the free space being provided in both identical recesses arranged in mirror image to one another in the wall panels are formed with upward-pointing brackets, that the wall plate and that of this rectangular the upstanding wall plate of the two pairs of wall plates of the same direction form a corner connection, and this is achieved by an easily detachable coupling means which projects out of the recess of the plate and which protrudes
  • the required recesses to be provided in the outer wall panels are located in the upper horizontal corner regions of these panels and are opened towards the vertical.
  • the open area of the load-bearing layer is covered to the outside by the insulating layer according to the preamble, so that the composite is flat on the outside.
  • a partition wall plate is arranged perpendicular to this joint, into which the releasably connectable coupling means projecting from the three plates.
  • outer wall panels or the wall panel combinations formed therefrom provides that one panel of the wall panels which are assigned at right angles to one another is flush with the top of the other panel.
  • a recess is provided, in the free space of which the coupling means connected to the two plates are arranged so as to be releasably releasable to one another.
  • corner connection is also evenly sealed to the outside by the insulating layer.
  • a cantilever beam is arranged in each of the wall plates leading to the joint, and each of these beams is connected to a mandrel guide sleeve half protruding into the free space formed by the recess, that a conical mandrel corresponding to the position of the mandrel guide sleeve halves is provided in the recess of the intermediate wall plate, and that the conical mandrel and the mandrel guide sleeve halves can be non-positively fixed to one another by means of clamping wedges.
  • the connecting mandrel is introduced into the intermediate wall plate and is arranged with its center approximately in the center of its recess.
  • the mandrel In view of the two-part design of the mandrel guide sleeves, the halves of which are U-shaped, and in connection with the fact that two not completely avoidable gaps in the intermediate wall plate to the two rectified wall plates arise, the mandrel preferably has a rectangular shape which deviates from the square basic shape Cross-section.
  • the two mandrel guide sleeve halves each of which is fixed in the opposing wall plates by means of a support and anchor loops or the like, engage in the space formed by these recesses in the intermediate wall plate and in this case encompass the mandrel.
  • the two plates are non-positively fixed as already indicated above.
  • the second butt joint which provides for the right-angled, butt connection of an intermediate wall plate to the joint of two rectified wall plates, is characterized by that in the intermediate wall plate, in the direction of its longitudinal extension to the butt joint, a cantilever is arranged, which in turn is connected to the mandrel guide sleeve provided in the space provided by the recess, and that a conical half-mandrel is fastened in the joint-forming boundaries of the wall plates, which together form the half-mandrel pair, and the mandrel guide sleeve can be guided over the conical half-mandrels and can be fixed with this by means of clamping wedges.
  • the criterion of this training is therefore a mandrel division, the half mandrels in the butt-forming delimitations of the recesses of the two wall plates and are fastened to one another in a fixed manner, and together form a half-mandrel pair, approximately square overall cross-section.
  • the mandrel guide sleeve arranged in a cantilever from the intermediate wall can be inserted from above.
  • the connection is thus fixed in position by the wedging.
  • a cantilevered carrier is arranged in the wall plate, with which, in turn, an assignable mandrel guide sleeve, in this case forming the corner connection, is connected in the recess of the wall plate via the conical mandrel fastened there, and that the mandrel guide sleeve and the conical mandrel can be non-positively fixed to one another by wedges.
  • one of the first wall plate combinations connected at right angles to one another and one intermediate wall plate arranged between the wall plate combination perpendicular to this are each formed with a cantilever arm.
  • openings of any size - including yoke-like - can be provided in all wall and partition wall panels, and the wall panels generally have storey height.
  • the yoke-like design of wall and partition wall panels is particularly interesting, since they enable the formation of larger, coherent spaces that extend beyond the longitudinal extension of the panel unit.
  • the invention thus fully meets the requirement of the task.
  • the space limited according to Figure 1 is marked by the wall plate combinations 1.10 / 1.11, the wall plate combinations 1.30 / 1.31, the partition wall combination 1.50 / 1.51 oriented parallel to the wall plate combination 1.10 / 1.11 and the partition wall combination 1.40 / 1.41 oriented parallel to the wall plate combination 1.30 / 1.31.
  • the intermediate wall plate 1.40 is connected between the wall plates 1.10 and 1.11 at right angles, flush with the outside, by the butt joint 3.
  • the intermediate wall plate 1.50 is butt-jointed by the butt joint 4 of the rectified wall plates 1.30 / 1.31.
  • the intermediate wall combination 1.40 / 1.41 is provided in its butt region with a recess 1.24 which is open at the bottom, the butt joint 5 being formed when this wall combination is intersected and engaging in the recesses 1.23 / 1.24, and is formed by the overlapping locking plate 5.11 in connection with the butt joint 3 and 4 is secured.
  • the wall plates 1.10 and 1.30 form the corner connection 2, the wall plate 1.10 of the wall plate 1.30 abutting at a right angle.
  • FIG. 2 A different design has, according to Figure 2, the wall panels 1.10 enclosing wall panels 1.32 and 1.42. These are provided with cantilever arms 8.
  • the design of connections 2, 3 and 4 is not influenced by the modification according to FIG. 2.
  • the wall plates 1.60 and 1.70 provided with cantilever arms have recesses 1.25 and 1.26.
  • the wall plate 1.60 is provided with a recess 1.25 which is open at the top, while the wall plate 1.70 which is to be arranged at right angles thereto has a recess 1.26 which is open at the bottom.
  • the two wall panels 1.60 and 1.70 can be connected by overlapping merging of the recesses 1.25 and 1.26.
  • This training is recommended if there is a need for a corner conversion, e.g. B. a corner balcony.
  • the outer wall panels themselves are formed in two layers, namely the layer 6 directed towards the interior consists of reinforced concrete and the layer 7 directed towards the outside of an insulating material, e.g. B. polyurethane.
  • a cantilevered, T-shaped beam 2.11 is introduced into the concrete of the upper horizontal boundary of layer 6, and is further held in it by anchor grinding 2.12.
  • the cantilevered part of the carrier 2.11 projects into the recess 1.20, corresponding to the position of the conical mandrel 2.13, the mandrel guide sleeve 2.10.
  • the corner connection 2 is then created by overlapping insertion of the mandrel guide sleeves 2.10 over the mandrel 2.13 and is fixed by the wedges 2.14 inserted between the mandrel 2.13 and the mandrel guide sleeve 2.10.
  • the butt connection 3 explained by FIGS. 5 and 6 provides for the vertical arrangement of the intermediate wall plate 1.40 between the wall plates 1.10 and 1.11 which are in the same direction, the narrow side of the intermediate wall plate 1.40, determined by the plate thickness, with the planes of the wall plates 1.10 and 1.11 having the same external direction is flush.
  • the wall plate 1.40 is provided in the joint area with a recess 1.21 into which the right-angled and tapered mandrel 3.13 is introduced in accordance with the statements relating to the corner connection 2.
  • a carrier 3.11 'and 3.11 is also arranged in accordance with the explanations for the corner connection 2 and fixed by anchor loops 3.12' and 3.12".
  • a U-shaped mandrel guide sleeve half 3.10 'and 3.10 " is arranged on the cantilevered areas of these supports to the center of the recess 1.21 or to the rectangular, conical mandrel 3.13. After the wall plates 1.10 / 1.40 and 1.11 have been brought together and aligned, the resulting open one is opened Arrangement of the U-shaped mandrel guide half 3.10 'and 3.10 "to the mandrel 3.13 by wedges 3.14 non-positively fixed.
  • the butt connection 4 explained by FIGS. 7 and 8 provides that the intermediate wall 1.50 is perpendicular to the butt formed on the wall plates 1.30 / 1.31 arranged in the same direction.
  • the wall panels 1.30 / 1.31 are each provided in their upper horizontal corner area with a recess 1.22 which, when joined together, form a uniform free space.
  • a recess 1.22 which, when joined together, form a uniform free space.
  • each wall plate 1.30 and 1.31 and protruding into the recess 1.22 is a conical one, each with anchors 4.13 '" additionally arranged with the wall plates 1.30 and 1.31 half mandrel 4.13 'and 4.13 ".
  • a cantilevered T-shaped support 4.11 is arranged in the intermediate wall plate 1.50 in accordance with the explanations for the corner connection 2 and is additionally fixed in the concrete by anchor loops 4.12.
  • the cantilevered part of this carrier 4.11 is to the center of the free space formed by the recess 1.22, i. H. corresponding to the half-mandrel pairing 4.13, a mandrel guide sleeve 4.10 connected.
  • the openings made in the walls are identified by reference number 1.27, regardless of their shape.

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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)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Claims (6)

1. Eléments de paroi (1.10 ; 1.11 ; 1.30; 1.31 ; 1.32 ; 1.40 ; 1.41 ; 1.42 ; 1.50 ; 1.51) sous forme de parties portantes et en plateau d'un espace limité pour construire des maisons préfabriquées à déplacer à plusieurs reprises, pourvus de et formés avec des moyens intégrés au moins partiellement dans les plateaux, pour le raccordement (2, 3, 4, 5) ou l'accouplement avec des autres plateaux de paroi sous forme identique ou similaire, les évidements (1.20 ; 1.21 ; 1.22 ; 1.23 ; 1.24) dans les plateaux de paroi requis pour le raccordement ou pour l'accouplement étant limités aux parties (6) portantes et couverts par une couche isolante (7) éventuelle, et les plateaux de paroi étant formés à angles droits et disposés verticalement, le raccordement (5) des combinaisons à plateaux de panneau (1.50 ; 1.51 et 1.40 ; 1.41) se croisant à angles droits étant effectué par deux évidements (1.23; 1.24) chaque fois s'enchaînant ou chevauchant et étant formé dans une manière inversée au point de jonction croisant dans le joint des deux combinaisons à plateaux de panneau, et les plateaux de paroi préférablement étant composé d'une couche (6) de béton armé et une couche isolante (7) généralement dirigée vers l'extérieur, caractérisé en ce
que le joint droit (3) s'étendant, chaque fois, dans la même direction et étant au ras à l'extérieur, de deux plateaux de paroi (1.10 et 1.11) en commun avec le plateau de panneau (1.40) disposé à angles droits entre le joint, est effectué par l'intermédiaire d'un moyen d'accouplement (3.11'; 3.10' et 3.11", 3.10") facilement détachable et se projetant latéralement hors de deux plateaux de paroi (1.10 et 1.11) et s'engrénant dans une attache (3.13) de ce plateau (1.40) montant vers le haut de l'évidement (1.21),
que le joint droit (4) de même direction de deux plateaux de paroi (1.30 et 1.31) dirigés verticalement aux plateaux de paroi (1.10 ; 1.11) premiers en commun avec le plateau de panneau (1.50) associé verticalement au joint de ces plateaux de paroi, et monté à l'angle obtu est effectué par l'intermédiaire des moyens d'accouplement (4.11 ; 4.10) facilement détachables et se projetant latéralement hors du plateau de panneau (1.50) et s'enchaînant dans l'espace libre, l'espace libre étant formé par des évidements (1.22) identiques disposés dans les deux plateaux de paroi (1.30 et 1.31) dans une manière invertée et pourvus des attaches (4.13' ; 4.13),
que le plateau de paroi (1.30) et le plateau de paroi (1.10) monté sur le dernier à angles droits des deux paires de plateau à paroi (1.10 ; 1.11 ; et 1.30 ; 1.31) de même direction forment un joint angulaire (2) effectué par l'intermédiaire des moyens d'accouplement (2.11 et 2.10) facilement détachables et se projetant latéralement du plateau de paroi (1.10) et s'enchaînant dans l'attache (2.13) du plateau (1.30) montrant vers le haut hors de l'évidement (1.20), et
que des moyens d'accouplement (2.10 et 4.10 ; 3.10' et 3.10" ; 2.11 ; 3.11 ; 3.11"; 4.11) sont disposés exclusivement dans la zone angulaire supérieure des plateaux de paroi (1.10: 1.11 ; 1.30 ; 1.31) et que les évidements (1.20 ; 1.21 ; 1.22) ouverts vers le haut et vers les côtés chez des plateaux de paroi non croisants aux points de raccordement (2, 3, 4) sont disposés chaque fois seulement dans des plateaux de paroi (1.40 ; 1.30 et 1.30) dans la même direction.
2. Elément de paroi suivant la revendication 1, caractérisé en ce
qu'un support (3.11' et 3.11") projetant est disposé dans les plateaux de paroi (1.10 et 1.11) menant au joint et qu'une moitié de douille à guidage de boulon (3.10' ou 3.10") projetant dans l'espace libre formé par l'évidement (1.21) est relié à chaque de ces supports,
qu'un boulon conique (3.13) est pourvu dans l'évidement (1.21) du plateau de panneau (1.40) dans une manière conformément à la position des moitiés de douilles à guidage de boulon, et que le boulon conique (3.13) et les moitiés de douille à guidage de boulon (3.10' et 3.10") sont fixables l'un à l'autre par l'intermédiaire des cales de serrage (3.14).
3. Elément de paroi suivant la revendication 1, caractérisé en ce
qu'un support (4.11) projetant est disposé dans le plateau de panneau (1.50) dans la direction de son extension longitudinal au joint droit (4) relié auquel est la douille de guidage de boulon (4.10) pourvue dans l'espace libre formé par l'évidement (1.22), et
qu'un demi-boulon (4.13' et 4.13") conique est chaque fois fixé dans les délimitations des plateaux de paroi (1.30 ; 1.31), formant en commun le demi-boulon paire (4.13) et que la douille à guidage de boulon (4.10) peut être guidé à travers des demi-boulons (4.13' et 4.13") coniques et est fixable avec ceux-ci par l'intermédiaire des cales de serrage (4.14).
4. Elément de paroi selon les revendications 1 à 3, caractérisé en ce
qu'un support (2.11) projetant est disposé dans le plateau de paroi (1.10) relié auquel est la douille à guidage de boulon (2.10) associable par l'intermédiaire de boulon conique (2.13) fixé dans l'évidement (1.20) au plateau de paroi (1.30), en formant le joint angulaire (2), et
que la douille de guidage de boulon (2.10) et le boulon conique (2.13) sont fixables l'un à l'autre par l'intermédiaire des cales (2.14).
5. Elément de paroi selon la revendication 1, caractérisé en ce qu'un plateau de paroi (1.32) relié à angles droits à la première combinaison de plateaux de paroi (1.10 et 1.11) et un plateau à panneau (1.42) disposé entre la combinaison de plateaux de paroi (1.10 ; 1.11) verticalement à la dernière, chaque fois est pourvu d'un bras projetant (8).
6. Eléments de paroi selon les revendications 1 à 5, caractérisé en ce que des ouvertures (1.27) d'une étendue quelconque - même sous forme de palée - peuvent être pourvues dans tous les plateaux de paroi et plateaux de panneau, et que les plateaux de paroi, en général, ont hauteur d'étage.
EP82710011A 1982-03-18 1982-03-18 Eléments de paroi pour constructions préfabriquées à déplacer à plusieurs reprises et leurs moyens d'assemblage Expired EP0089443B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP82710011A EP0089443B1 (fr) 1982-03-18 1982-03-18 Eléments de paroi pour constructions préfabriquées à déplacer à plusieurs reprises et leurs moyens d'assemblage
AT82710011T ATE20681T1 (de) 1982-03-18 1982-03-18 Wandelemente fuer wiederholt umsetzbare fertigbauten und mittel zu deren verbindung.
DE8282710011T DE3271917D1 (en) 1982-03-18 1982-03-18 Wall elements for repeatedly movable prefabricated buildings and device for their connection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP82710011A EP0089443B1 (fr) 1982-03-18 1982-03-18 Eléments de paroi pour constructions préfabriquées à déplacer à plusieurs reprises et leurs moyens d'assemblage

Publications (2)

Publication Number Publication Date
EP0089443A1 EP0089443A1 (fr) 1983-09-28
EP0089443B1 true EP0089443B1 (fr) 1986-07-09

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Application Number Title Priority Date Filing Date
EP82710011A Expired EP0089443B1 (fr) 1982-03-18 1982-03-18 Eléments de paroi pour constructions préfabriquées à déplacer à plusieurs reprises et leurs moyens d'assemblage

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EP (1) EP0089443B1 (fr)
AT (1) ATE20681T1 (fr)
DE (1) DE3271917D1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5513473A (en) * 1992-01-06 1996-05-07 Sucre F.; Alfredo Prefabricated building system
US5642594A (en) * 1993-10-05 1997-07-01 Sucre F; Alfredo Prefabricated building system
CA2315401A1 (fr) 1999-08-13 2001-02-13 Alfredo J. Sucre F. Poteaux corniers pour systemes de construction prefabriquee
AT408360B (de) * 1999-10-21 2001-11-26 A Mbt Anwendungszentrum Mischb Verfahren zum betonieren einer von verbundstützen getragenen verbunddecke
SE528909C2 (sv) * 2004-11-03 2007-03-13 Ncc Ab Väggmodul
DE102005045627A1 (de) 2005-06-22 2007-01-25 Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung e.V. Vorrichtung und Verfahren zum Durchführen einer Korrelation zwischen einem Testtonsignal, das mit variabler Geschwindigkeit abspielbar ist, und einem Referenztonsignal
CN102359178A (zh) * 2011-07-20 2012-02-22 齐贤达 房屋节能减排结构及建造方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2158475A1 (de) * 1971-11-25 1973-05-30 Stetter Baumaschf Georg Fertigbausystem mit fertigungsverfahren
GB1431088A (en) * 1972-04-06 1976-04-07 Wey J A Joint structure including two preformed reinforced structural elements
DE2338390A1 (de) * 1973-07-28 1975-02-13 Gustav Ickes Tragendes wandelement als teil eines begrenzten raumes zur erstellung von gertigbauten
DE2616850A1 (de) * 1976-04-15 1977-11-03 Klee Alois Verfahren zum festen verbinden der stosstellen von nebeneinander angeordneten grossflaechigen bauelementen, beispielsweise von fertigdeckenplatten aus beton
BE852817A (fr) * 1977-03-23 1977-07-18 Cbr Cementbedrijven Nv Procede de construction par emboitement de panneaux

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Publication number Publication date
EP0089443A1 (fr) 1983-09-28
DE3271917D1 (en) 1986-08-14
ATE20681T1 (de) 1986-07-15

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