EP1063361B1 - Gabarit de montage et procédé de montage d'un élément préfabriqué sur une partie de bâtiment - Google Patents

Gabarit de montage et procédé de montage d'un élément préfabriqué sur une partie de bâtiment Download PDF

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Publication number
EP1063361B1
EP1063361B1 EP00112951A EP00112951A EP1063361B1 EP 1063361 B1 EP1063361 B1 EP 1063361B1 EP 00112951 A EP00112951 A EP 00112951A EP 00112951 A EP00112951 A EP 00112951A EP 1063361 B1 EP1063361 B1 EP 1063361B1
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EP
European Patent Office
Prior art keywords
construction element
tension
component
precast
concrete
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
EP00112951A
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German (de)
English (en)
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EP1063361A2 (fr
EP1063361A3 (fr
Inventor
Wolfgang Strandl
Thomas E. Lernet
Xaver Berger
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.)
MEA BAUSYSTEME GmbH
Original Assignee
Mea Meisinger Stahl & Kunststo
MEA MEISINGER Stahl und Kunststoff 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.)
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Publication date
Application filed by Mea Meisinger Stahl & Kunststo, MEA MEISINGER Stahl und Kunststoff GmbH filed Critical Mea Meisinger Stahl & Kunststo
Priority to DK00112951T priority Critical patent/DK1063361T3/da
Publication of EP1063361A2 publication Critical patent/EP1063361A2/fr
Publication of EP1063361A3 publication Critical patent/EP1063361A3/fr
Application granted granted Critical
Publication of EP1063361B1 publication Critical patent/EP1063361B1/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
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the present invention relates to a mounting support system for fastening a prefabricated component and a method for mounting a prefabricated component to building parts.
  • Such a mounting system is used essentially for For example, installation of balcony platforms from prefabricated Concrete cantilevers by frontal connection of the Concrete cantilevers directly on the ceilings and / or walls a building.
  • the known mounting bracket has a Upper part 100 consisting of a central connecting rod 101 made of steel, at the two ends of each two about 90 to 100 cm long tension rods 102, 103 parallel to each other and in one Direction to the connecting rod 101 aligned, welded or screwed on. Furthermore, the mounting bracket has a Lower part 200 consisting of a push rod 201 also off Steel, at its two ends pressure receiving plates 202, 203rd are welded. The push rod 201 is connected to two longitudinally spaced places slightly upwards, causing two outer, obliquely running towards the upper part Rod sections 201l, 201r and a central, parallel to Upper part oriented rod portion 201m is formed.
  • the Lower part 200 and the upper part 100 of the mounting bracket are connected by transverse bars 300, which are connected to the central Connecting rod 101 of the upper part 100 and the central Rod portion 201m of the lower part 200 are welded.
  • a kind of cuff 400 or cage made of plastic provided perpendicular to the tie rods 102, 103 and the push rod 201 of the upper and lower parts 100, 200 extends while the central rod portion 201m and the central Connecting rod 101 connects to each other.
  • This cuff 400 is essentially a rectangular body attached to its Pages each a recording or a connection for a Heat and / or sound insulating plate forms.
  • a prefabricated balcony element in the production of a balcony platform serving Betonkragplatte a number of those described above Mounting support cast in the concrete. That the tension rods 102 and a push rod portion 201l together with associated Pressure receiving plate 202 on one side of the upper and lower part be when casting the precast concrete component, namely the Concrete cantilever, so embedded in the concrete that the Side edge of the cuff flush with one end of the cuff Completes concrete cantilever, the tension rods 103 and the other push rod portion 201r on the other side of the Upper and lower parts on this front side of the concrete cantilever protrude freely.
  • the precast concrete component namely the Concrete cantilever
  • the ready pre-cast concrete cantilever is now on site, i.e. mounted on the building site at the building.
  • the Concrete cantilever on the wall or the light front of the partially finished concrete pavement attached being between the light front side of the concrete cantilever and the concrete ceiling or the building wall the insulation boards are joined between and then supported and adjusted by means of a scaffold.
  • the freely projecting tie rods 103 and the push rod portion 201r of the individual assembly vehicles were already in advance Recesses or manholes in the ceiling or the wall of the Building formed in which the tension bars 103 and the Push rod sections 201r be placed. Subsequently These recesses are also poured with concrete to after hardening of the concrete a firm connection between the Pull rods and push rods as well as the ceiling or wall manufacture.
  • a device for Thermal insulation between two parts of the building which from an insulating body which is transverse to his To be fitted longitudinally penetrating tension rods.
  • in the Insulator is one for the passage of each tie rod Recess with a certain width provided so that the Tension rod can be moved in the horizontal direction.
  • the tension rods can be aligned during installation via a threaded sleeve a protruding tensile reinforcement of an already cast Building components A are shot.
  • the tension rods are castable with a balcony slab that out a lattice girder plate and an in situ concrete layer.
  • the tension rods are in their Axial direction held by cuffs but in the Longitudinal direction of the insulating body along the recess displaced.
  • the mounting carrier system according to FIG a first preferred embodiment of the invention finished component-side connection element 1 and a Building part-side receiving device 2, which as a for Connection element 1 external component is formed.
  • the connecting element 1 consists essentially of a train loadable, upper component 3, a loadable on pressure, lower component 4 and a transverse force receiving Strut 5, with its one end sections for a fixed anchoring in a prefabricated component 6 are provided.
  • the on train resilient, upper component 3 is at its other End portion formed with a coupling piece 7.
  • the receiving device 2 which in a building part 9 fixed is anchored, consists of a pressure element 11 and a Tension element 10 for introducing a compressive or tensile force in the building part 9, and one to the coupling piece 7 of the Connection element 1 suitably designed coupling counterpart 12, in the anchored state of the receiving device 2 with the coupling piece 7 of the connecting element 1 in engagement is.
  • the tensile, upper component 3 of the connecting element formed from a central pull rod 3a preferably made a structural steel, at the one end in the present two parallel iron bars aligned with one another and / or an iron grid 13 welded or screwed.
  • a central pull rod 3a preferably made a structural steel
  • the pressure-resistant, lower component 4 of the connection element 1 has a push rod 4a, which is substantially parallel to the central Pull rod 3a at a predetermined height distance to this is aligned.
  • An end portion of the push rod 4a is included towards the central drawbar 3a upwards blunt kinked or bent, leaving at the end of this kinked End portion of a pressure plate 14 is welded, which is perpendicular to the bent end portion of the push rod 4a extends.
  • the opposite end portion of the push rod 4a is also provided with an external screw thread 8 predetermined length, on which an Justiermutterhülse 15 is turned up to the length adjustment of the push rod 4a.
  • the transverse force rods 5a Between the central pull rod 3a and the push rod 4a of Connecting element 1 extend two transverse force rods 5a, such as in particular in section A-A shown in FIG. 1b, which form the transverse force receiving strut 5.
  • the transverse force rods 5a a substantially S-shaped contour on and are in their Longitudinal extent on the one hand in the area of the external thread 7 the drawbar 3a via two welding points and the others in the region of the bent end section on the Push rod 4a welded over two welding points.
  • plastic sleeve 16 used which is positive fit to the transverse force bars 5a and the tension and Push rods 3a, 4a applies and thus the internal statics of Connection element 1 additionally reinforced and further Bearing surfaces for attachment of not shown Thermal insulation boards forms.
  • connection element 1 according to the first preferred embodiment of the invention a Adjusting device 17 for height adjustment of the to be mounted Prefabricated 6 with respect to the building part 9.
  • This Adjusting device 17 consists of a base 18, on which a Support plate 19 is welded edgewise.
  • a Support plate 19 In the Support plate 19 is an upright (vertical) running Long hole 20 is formed, its dimensioning Passing the push rod 4a and moving the Push rod 4a allowed in the height direction.
  • To fall off the Support plate 19 to prevent the push rod 4a are on this after placing the support plate 19 two stop and Guide plate 21 welded, which is the support plate 19th between them.
  • a Screwed screw 23 which is at its center portion has a hexagonal profile with a predetermined key width, which preferably by a turned up and then welded nut 24 is formed.
  • a pressure cap 25th screwed is at the top End portion of the bolt 23 , consisting of one with an internal thread provided sleeve, which at its upper end face by means of a Pressure distribution plate 26 is closed.
  • These Pressure distribution plate 26 again lays down to the Bottom of the central drawbar 3a in the area behind the External screw thread 7, preferably between the two Welding points of each transverse force rod 5a and is preferably welded to the pull rod 3a.
  • the tension member 10 of the receiving device 2 comprises according to the Fig. 1a and 1c, a housing 27 consisting of a in Cross-section Reckeckigen cylinder, which at a front side open and at an opposite end by means of a Cover 28 is closed.
  • the lid 28 is preferably in the cylinder 27 is pressed or welded.
  • At least two Outer sides of the cylinder 27 are along to this extending tension rods 29 made of a structural steel and / or a Iron grid welded, as shown in Fig. 1c.
  • At the adjacent to the tension rods 29 inner sides of the Cylinders 27 are two substantially rectangular Metal plates or blocks 30 welded to this point to narrow the inner clear width of the cylinder 27.
  • the Metallklötze 30 serve as a stop or abutment for a power transmission plate 31 from the open end seen from the cylinder 27, arranged behind the blocks 30 is and with a transverse, i. horizontally extending slot 32 is formed.
  • the dimensioning of this elongated hole 32 allows the pushing of a tie bolt or anchor 33 from a round metal extruded profile of predetermined length, on one end of which is welded to a nut nut sleeve, which represents the above-mentioned coupling counterpart 12.
  • a Attack plate 34 welded, such that these Power transmission plate 31 between itself and the metal blocks 30 clamps.
  • the length of the armature 33 is dimensioned so that at Concern of the stop plate 34 on the power transmission plate 31 and the power transmission plate 31 on the metal blocks 30th the nut nut sleeve 12 at least partially from the Cylinder 27 protrudes. It remains between the rear end of the armature 33 and the cover 28, a free space, the one Push back the anchor 33 in the cylinder 27 allowed.
  • the pressure element 11 of the receiving device 2 consists of a Push rod 35, at one end of a pressure plate 36th is welded perpendicular to this and at the other Section preferably with an iron grid (not shown) is welded.
  • the concrete top plate 6 is made by placing in a Cast iron reinforcement and a number of Connection elements 1 are used, the tension rods 13, which are welded to the upper tie rod 3a, with the Iron reinforcement are connected.
  • the connection elements 1 are arranged at predetermined distances from each other in such a way, that the plastic collars 16 along the front side the later concrete cantilever plate 6 create this, the Adjusting device 17 and the external thread 7, 8 to the Glasund Push rods 3a, 4a exposed.
  • the Mold filled with concrete and this compacted To Curing the concrete, the mold is removed and attached to the Building part 9 laterally directed side edge of the cantilever one Number of thermal insulation boards attached by the Plastic sleeves 16 of the connecting elements 1 held become.
  • the Concrete surface, in the bearing area become a bearing outer Masonry 37 a number of recording devices. 2 installed along the masonry 37 according to the Arrangement of the connection elements 1 in the concrete cantilever. 6 are spaced.
  • shaft-shaped formwork used which after pouring the ceiling 9 edge side Form recesses in the masonry 37.
  • the pre-assembled tension elements 10 of individual recording devices 2 attached, such that the open end side of the cylindrical housing 27 substantially flush with the insides of the boarding.
  • the Tension rods 29, which on the cylindrical housing 27 on the outside are welded, with the iron reinforcement of the concrete ceiling. 9 connected.
  • the pressure element 11 will be any Receiving device 2 connected to the iron reinforcement, wherein the pressure receiving plates 36 also on the inside of the Cladding abut.
  • the concrete cantilever 6 by means not shown Lifting device (e.g., a construction crane) to the ceiling face set and then the tension elements 10 of Receivers 2 by means of the coupling counterparts, i. the welded to the anchor 33 screw sleeves 12 with the Tie rods 3a of the connecting elements 1 coupled by the Screw sleeves 12 on the external thread 7 of the tie rods 3a be screwed on.
  • Lifting device e.g., a construction crane
  • Figs. 2a to 2c is a second preferred Embodiment of the invention shown, wherein in the following description for the same components same Reference numerals are used and essentially only on the constructive differences from the first embodiment to be received.
  • the mounting bracket system according to the second embodiment has the first embodiment substantially two Differences.
  • the height adjustment device 17 of the connection element 1 has a in cross-section according to FIG. 2b U-shaped Abstweilsockel 38, around the lower push rod 4a of Connection element 1 engages and at its upper web portion 38a is provided with a vertical through hole 39.
  • a bolt 40 free slidably inserted, which at its one end with the Push rod 4a between the downwardly extending Legs 38b of the U-shaped Abstweilsockels 38 is welded.
  • On the bolt 40 is a nut 41st turned up, which abuts against the web portion 38 a.
  • the other, Upper end of the bolt 40 is also at the bottom the drawbar 3a of the connecting element 1 in the region between the welded to two welds of the transverse force rods 5a.
  • the remaining structure of the connecting element 1 corresponds to that of the first Embodiment.
  • the tension element 10 of the receiving device 2 according to the second Embodiment of the invention consists, as in particular of Fig. 2c can be removed, from two edgewise and in Parallel distance arranged to each other, rectangular Metal plates 42, which at a lower edge portion by a welded thereto web plate 43 are connected to each other. On the outsides of the two metal plates 42 is one each Tension rod 29 welded from mild steel. At the trailing edges of the Metal plates 43 is applied to a power transmission plate 31, in formed a transverse (horizontal) slot is. Through the slot is from the front edges of the Metal plates 43 coming, an anchor 33 in the form of a Metal extruded led, at the rear end portion a stop plate 34 is welded. At the front end of the Anchor 33 is a screw sleeve 12 welded.
  • the fixing process of the concrete cantilever 6 according to the second Embodiment also takes place in the same way, as in the first embodiment, but the Supporting forces generated by theCNnjustiervorraumen 17th are received, not as in the first embodiment exclusively in the tie rods 3a but evenly in the Pull and push rods 3a, 4a of the connection elements. 1 be passed on. That during adjustment of the Concrete cantilever 6, the nut 41 is rotated, wherein the bearing force on the U-shaped Abstützsockel 38, the Nut 41 and the bolt 40 as a compressive force in the underside of the drawbar 3a and as a pulling force in the Top of the push rod 4a is initiated. In this way are the bending moments in the pull and push rods 3a, 4a of Connection elements 1 compared to the first embodiment reduces and thus the deformation of the connecting elements. 1 reduced. This in turn reduces the amount of necessary Height adjustment.
  • FIGS. 3a and 3b A third preferred embodiment of the invention will be described below with reference to FIGS. 3a and 3b, wherein also here essentially only on the different Design features is received and also with the above embodiments comparable components the same reference numerals will be given.
  • connection element 1 of the mounting bracket system from an upper Pull rod 3a, which at one end with a External screw thread 7 is provided and a lower Push rod 4a, which in this embodiment at both Ends are each provided with a pressure-receiving plate 14 and the two transverse force bars 5a with the upper drawbar 3a in Parallel distance is connected.
  • the lateral force rods 5a point according to Fig. 3a essentially an upside down L-shaped shape, where they are two each longitudinally spaced points with the upper tie rod 3a are welded. With the lower push rod 4a they are only connected via one welding point each.
  • a Winkelflacheisen 5b provided at the bottom of the drawbar 3a in the area between the longitudinally spaced welds of the Shear force bars 5a is welded.
  • the angle flat iron 5b extends to form a blunt Knicks in Direction to a pressure receiving plate 14 of the push rod 4a on the side of the coupling piece, i. of the external screw thread 7 of the upper drawbar 3a and is with this pressure receiving plate 14 on their opposite to the push rod 4a side welded.
  • the length of the Winkelflacheisens 5b is such that it is in a middle section of it welded pressure-receiving plate 14 of the push rod 4a ends, so that below the angle flat iron 5b is a continuous outer contact surface on the pressure-receiving plate 14 remains.
  • the receiving device 2 also consists of a tension member 10 and a pressure element 11 which can be anchored in a building part 9 are.
  • the tension element 10 has two edgewise aligned, parallel spaced metal plates 44 of each rectangular shape, on the narrow Lower edges of a metal plate 44 connecting web plate 45th is welded, whereby in cross-section a U-shaped Flat steel profile is created.
  • a Pressure distribution plate 46 welded perpendicular to the Web plate 45 is aligned.
  • connection elements 1 in the mold of the concrete cantilever. 6 used with plastic sleeves 16 of the connecting elements 1 flush at the one end face of the cantilever plate 6 should.
  • the pull and push rods 3a, 4a and the lateral force bars 5a of the connecting elements 1 partially and the Winkelflacheisen 5b each terminal 1 completely off the concrete cantilever 6 protrude laterally.
  • the invention relates to a method for assembling a Precast concrete component on a building part as well as a Assembly support system for carrying out the method.
  • the Method provides, connecting elements each with a Coupling piece in the prefabricated component and receiving devices at the construction site in the building part before to install then the prefabricated by coupling the Connection elements with the correspondingly shaped Mount recording devices.
  • the connection element and the For this externally formed recording device define the Assembly support system according to the invention.

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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)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)

Claims (10)

  1. Système de support de montage pour la fixation d'un élément préfabriqué (6), en particulier d'une dalle de béton en console, sur une partie de bâtiment (9, 37) avec les pièces suivantes, un élément de raccordement (1) côté élément préfabriqué comprenant un élément de construction (3) pouvant être chargé en traction et un élément de construction (4) pouvant être chargé en pression ainsi qu'une entretoise (5) recevant une force transversale, au moins l'élément de construction (3) pouvant être chargé en traction étant conçu sur une de ses sections d'extrémité libres avec une pièce d'accouplement (7), un dispositif de réception (2) côté bâtiment comprenant un élément de pression (11) pour l'introduction d'une force de pression dans la partie du bâtiment (9, 37) et un élément de traction (10), qui peut être ancré pour l'introduction d'une force de traction dans la partie de bâtiment (9, 37) dans celle-ci au moins par endroits et une contre-pièce d'accouplement (12, 33, 34 ; 48), qui peut être amenée en prise avec la pièce d'accouplement (7) de l'élément de raccordement (1) lorsque le dispositif de réception (2) est ancré, caractérisé en ce qu'une plaque de transmission de force (31, 47) est prévue sur l'élément de traction (10), plaque par laquelle la force de traction est introduite dans l'élément de traction (10).
  2. Système de support de montage selon la revendication 1, caractérisé par un dispositif de soutien (17, 5b) supplémentaire, qui est fixé sur une partie d'extrémité libre de l'élément de construction (4) pouvant être chargé en pression et/ou une partie d'extrémité libre de la partie de construction (3) pouvant être chargée en traction et s'appuie, lorsque le dispositif de réception (2) est ancré, sur la partie de bâtiment (9, 37), afin d'introduire une force transversale dans la partie du bâtiment (9, 37).
  3. Système de support de montage selon la revendication 1, caractérisé en ce que le dispositif de soutien (17, 5b) est conçu comme un dispositif de réglage pour le réglage en hauteur de l'élément préfabriqué (6) fixé sur la partie du bâtiment (9).
  4. Système de support de montage selon la revendication 1, caractérisé en ce que l'élément de traction (10) présente deux plaques métalliques (42) disposées sensiblement à un espacement parallèle l'une par rapport à l'autre, comprenant entre elles une fente ouverte vers le haut, qui sont reliées respectivement à un tirant (29) pouvant être ancré dans la partie de bâtiment, un tire-fond (33) étant prévu sur la contre-pièce d'accouplement (10), comprenant un profilé extrudé métallique avec une plaque d'appui (34) fixée dessus côté extrémité, qui peut être placée sur les bords arrière des plaques métalliques (42).
  5. Système de support de montage selon la revendication 4, caractérisé en ce que les plaques métalliques (42) sont soudées directement aux tire-fond (29) et sont maintenues par une plaque de nervure (43) inférieure à un espacement parallèle, le tire-fond (33) étant guidé entre les plaques métalliques (42).
  6. Système de support de montage selon l'une quelconque des revendications 4 à 5, caractérisé en ce qu'un écrou taraudé (12) en forme de manchon est disposé sur l'extrémité, opposée à la plaque de butée (34), du profilé extrudé métallique.
  7. Système de support de montage selon l'une quelconque des revendications 4 à 6, caractérisé en ce que l'élément de réception de pression (11) a une plaque de pression (33) sur laquelle est soudée au moins une barre de pression (35) pouvant être ancrée dans la partie du bâtiment.
  8. Procédé pour le montage d'un élément préfabriqué (6) au moyen d'un système de support de montage selon l'une quelconque des revendications 1 à 7, en particulier d'une dalle de béton en console sur une partie du bâtiment (9) présentant les étapes suivantes :
    a) coulée de l'élément préfabriqué (6) et ancrage d'un certain nombre d'éléments de raccordement (1), de telle sorte que les éléments de raccordement (1) dépassent par endroits sur un côté avant de l'élément préfabriqué (6), la partie saillante des éléments de raccordement (1) étant pourvue d'au moins une pièce d'accouplement,
    b) ancrage de dispositif de réception (2) avec des contre-pièces d'accouplement correspondant aux pièces d'accouplement côté élément préfabriqué dans la partie de bâtiment (9) et
    c) fixation de l'élément préfabriqué (6) sur la partie du bâtiment (9) par liaison des pièces d'accouplement côté élément préfabriqué avec les contre-pièces d'accouplement côté partie de bâtiment, la contre-pièce d'accouplement étant en appui avec une plaque de transmission de force (31, 47) du dispositif de réception (2).
  9. Procédé selon la revendication 8, caractérisé en ce que
    d) un certain nombre d'évidements est réalisé dans la partie du bâtiment (9), dans lesquels les dispositifs de réception (2) sont ancrés de telle sorte que leurs contre-pièces d'accouplement sont librement accessibles pour une liaison avec les pièces d'accouplement côté élément préfabriqué.
  10. Procédé selon la revendication 9, caractérisé en ce que
    e) après la liaison des pièces d'accouplement côté élément fabriqué avec les contre-pièces d'accouplement côté partie bâtiment, l'élément préfabriqué (6) est réglé en hauteur et
    f) les évidements sont remplis ensuite avec un matériau coulable, par exemple du béton.
EP00112951A 1999-06-23 2000-06-20 Gabarit de montage et procédé de montage d'un élément préfabriqué sur une partie de bâtiment Expired - Lifetime EP1063361B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DK00112951T DK1063361T3 (da) 1999-06-23 2000-06-20 Montagebærersystem og fremgangsmåde til montage af et præfabrikeret byggeelement på bygningsdele

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19928757 1999-06-23
DE19928757A DE19928757C2 (de) 1999-06-23 1999-06-23 Montageträgersystem und Verfahren zur Montage eines Fertigbauteils an einem Gebäudeteil

Publications (3)

Publication Number Publication Date
EP1063361A2 EP1063361A2 (fr) 2000-12-27
EP1063361A3 EP1063361A3 (fr) 2002-01-09
EP1063361B1 true EP1063361B1 (fr) 2005-03-09

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ID=7912259

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Application Number Title Priority Date Filing Date
EP00112951A Expired - Lifetime EP1063361B1 (fr) 1999-06-23 2000-06-20 Gabarit de montage et procédé de montage d'un élément préfabriqué sur une partie de bâtiment

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Country Link
EP (1) EP1063361B1 (fr)
AT (1) ATE290629T1 (fr)
DE (2) DE19928757C2 (fr)
DK (1) DK1063361T3 (fr)
PT (1) PT1063361E (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1025046C1 (nl) * 2003-06-06 2004-12-07 Jan Wind Geprefabriceerd gebouw, bouwelementen en uitbreidingselementen voor een dergelijk geprefabriceerd gebouw, werkwijze voor het vervaardigen van een vloerdeel en werkwijze voor het uitbreiden van een gebouw.
NL1035733C2 (nl) * 2008-07-22 2010-01-25 Frank Boudewijn Smits Haakanker ten behoeve van het ophangen van een balkon of vloerplaat aan een gebouw.
CN111733974B (zh) * 2020-06-24 2021-06-29 浙江长锦建设有限公司 一种钢结构支架
CN113235957A (zh) * 2021-06-24 2021-08-10 中创国际建设集团有限公司 一种用于钢结构施工的辅助连接件

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19630552A1 (de) * 1996-07-18 1998-01-29 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB696144A (en) * 1950-12-13 1953-08-26 Cecil Brian Hugh Colquhoun Improvements in and relating to joining pre-cast concrete members
DE19501277C2 (de) * 1995-01-18 2003-07-10 Dennert Kg Veit Beton-Fertigteil-Balkon

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19630552A1 (de) * 1996-07-18 1998-01-29 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Also Published As

Publication number Publication date
PT1063361E (pt) 2005-06-30
ATE290629T1 (de) 2005-03-15
DE50009699D1 (de) 2005-04-14
DE19928757A1 (de) 2001-02-01
DK1063361T3 (da) 2005-06-27
EP1063361A2 (fr) 2000-12-27
EP1063361A3 (fr) 2002-01-09
DE19928757C2 (de) 2001-11-08

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