EP0593017B1 - Pièce de raccordement - Google Patents

Pièce de raccordement Download PDF

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Publication number
EP0593017B1
EP0593017B1 EP93116501A EP93116501A EP0593017B1 EP 0593017 B1 EP0593017 B1 EP 0593017B1 EP 93116501 A EP93116501 A EP 93116501A EP 93116501 A EP93116501 A EP 93116501A EP 0593017 B1 EP0593017 B1 EP 0593017B1
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EP
European Patent Office
Prior art keywords
plate
support
connecting element
screwthreaded
wall portion
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
EP93116501A
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German (de)
English (en)
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EP0593017A1 (fr
Inventor
Josef Braun
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.)
BRAUN, MONIKA
Original Assignee
Braun Monika
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
Priority claimed from DE4234701A external-priority patent/DE4234701C2/de
Priority claimed from DE9305809U external-priority patent/DE9305809U1/de
Application filed by Braun Monika filed Critical Braun Monika
Publication of EP0593017A1 publication Critical patent/EP0593017A1/fr
Application granted granted Critical
Publication of EP0593017B1 publication Critical patent/EP0593017B1/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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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

Definitions

  • balconies are on residential buildings increasingly not created using a load-bearing concrete slab, but by means of cantilevers projecting from the building, too if the floor ceilings are made of local concrete.
  • DE-A-38 05 144 shows a solution in which there is already a wall part is concreted into the house wall or concrete ceiling. At this A supporting beam can be attached to the wall part by crosswise a vertical extension through the beam is screwed into the wall part.
  • DE-A-38 30 756 also shows a wall part, which in the Concrete ceiling is preferably cast in, and one after outside, towards the supporting beam, has an open box in which inserted the end of the support beam and through it again screws running transversely to the direction of pull are attached can.
  • AT-A-363 is the closest prior art 651 a connecting part, in which on the one hand in the building Wall part is included, and on the other hand at the end of the insert Support beam a beam part is attached. Then can the supporting beam with the help of the part of the beam attached to it Wall part to be fastened by means of a screw connection but also here perpendicular to the longitudinal direction of the support beam, namely vertical, takes place.
  • Beam part is adapted to the design of the wall part and is connected to it, creating a detachable, solid adjustable connection of the support beam to the structure arises.
  • the wall part can be integrally formed so that it due to its design, for the insertion of the supporting beam creates necessary cavity, or it can create this Cavity especially when concreting the ceiling separate receptacle can be used, which is only small Has inherent stability and nothing to the stability of later ones Connection between wall part and beam part contributes.
  • it can be loose with the wall part connected plastic hollow body, or to a Foam block that is light after finishing the ceiling can be pulled out or cut out, etc.
  • connection between the wall part and the beam part is made on the end face via screw connections in the horizontal plane and in the direction of the occurring Tensile stresses of the supporting beam run. Passing on the Tension occurs because the wall part at least one, from the screw connection to the beam part to the rear, in has the tie rod running into it is preferably cranked in its rear area to a good anchoring in the surrounding concrete.
  • This Tie rod is preferably made of structural steel with the well-known corrugated surface, which is also the anchor of the steel in the concrete.
  • the offset is included preferably made within a horizontal plane in order to remain independent of the construction height of the concrete ceiling.
  • tie rods act that are connected in the front area with threaded bolts that Are part of the wall part, and horizontal from the front Strive against the support beam and screw it with a in the substantially vertical part of the beam Serve pull plate, in which at the appropriate position vertical slots are arranged.
  • the threaded bolts extend through these elongated holes through and are secured by nuts.
  • the beam part in addition to the vertical tension plate, especially one in essentially horizontal support plate on the Top of the support beam rests or is embedded in it and is connected to it via nails or screws. So-called GEK dowels are particularly suitable for this Nail plates resemble.
  • the wall part is used for pouring in a concrete ceiling used, in which the outer edge of the concrete ceiling is not by means of removable formwork is generated, but by means of so-called Facing bricks that are bricked up around the edge of the ceiling and prevent concrete from flowing off to the side, can the cavity required for the end of the support beam already by a vertical one, as the front one Support of the wall part serving plate can be created preferably has exactly the height of these facing stones.
  • this plate itself in the transmission of these tensile forces is included by, for example, the Threaded bolt with the plate and the other on the other side bracing tie rod also with this plate connected, this plate must be sufficiently strong be dimensioned.
  • the threaded bolt directly with the solid trained, heavy tie rods to connect, preferably to weld.
  • the plate is then dimensioned very weak and preferably only connected to the threaded bolts and only serves to create a contact area for in-situ concrete.
  • the plate does not even have to be made of metal consist.
  • this plate is a horizontally towards the bottom Support beam too, have striving leg, which at Attach the beam part then a height-defined Support area for the beam part and thus the height of the mounted support beam creates.
  • Tie rods and threaded bolts can be functionally combined be that long, continuous, sufficiently strong dimensioned threaded rod is used. This protrudes with their front end through the vertical plate of the wall part or the rear wall of the receiving box, and is with this by screwing, gluing or welding connected.
  • the rear part of the threaded rods extends preferably by one of the two threaded rods in the rear Area at a spacing from each other, For example, a flat iron, through whose holes the Threaded rod extends through, and on train by means of screwed nuts is secured, which also with the Cross element can be welded.
  • the cross element protrudes laterally over the Threaded rods beyond that sufficient side
  • the cross element is anchored in the concrete, i.e. around at least 5 cm, preferably up to 15 cm.
  • the existing over the entire length of the threaded rod Thread profile serves a similar purpose to that Corrugation of the structural steel otherwise used, namely the Improve adhesion in the surrounding concrete.
  • the tie rods are located just like the threaded bolts in the upper area of the wall part and thus also in the upper part Area of the support beam to be used later, i.e. in the Area in which the tensile stresses occur later.
  • a vertical support which on at least one horizontal base plate at the lower end has, with at least one hole through which this support by nailing it to the underlying formwork for the Concrete ceiling can be positioned. It is important that the height of this rear support is variable depending on whether the prop is right on the bottom of the concrete ceiling defining sub-formwork can be placed or on a element above, for example already installed Mild steel or other elements.
  • the rear support is adjustable in height educated.
  • the tie rods also extend from the rear area one or preferably more stabilizing struts, the be significantly weaker than the tie rods themselves can, from the rear area of the high-lying tie rods to front, lower area of the wall part, for example the vertical plate, which serves as a support in the front area serves.
  • stabilizing struts run obliquely from behind forward down in the wall part where they are at such a height located in the outer area of the concrete ceiling arranged so-called ring anchors, i.e. ring-shaped around the All-round structural steel rods, neither from the wall part be depressed, otherwise the assembly of the wall part hinder.
  • the stabilizing strut cannot be integral with ring anchors the wall part, but can be retrofitted, around these stabilizing struts even below To be able to position ring anchors.
  • the threaded bolts protrude laterally from the concrete ceiling and are preferably galvanized.
  • the wall part is with this before inserting the support beam along the top, the support plate, the beam part, with connected to this.
  • the front rear end of the The support beam is not fully attached to the vertical tension plate of the Reach the part of the bar up, at least in the upper area between the tension plate and the rear face of the Support beam sufficient space to put the Lock nuts on the ends extending into it the threaded bolt and to tighten these locknuts must be present.
  • the tension plate of the beam part is like this trained that they are not right up to the opposite Face of the vertical plate of the wall part can be pushed up.
  • the vertical tension plate of the The beam part has either a bend or one at the top or downward strutting leg, especially from Beam away, the relevant distance to the vertical Securing the support plate of the wall part.
  • this distance is at most as large as the depth of the Facing bricks so that they are on the ends of the threaded bolts then screwed on locking nuts in the area of Wall outer surface, for example just inside the Wall outer surface.
  • the tie rod must of course themselves should be dimensioned correspondingly stronger, and so should the Cross plate would only in one place, namely that Passage of the tie rod, supported. It would also be a goiter of the tie rod at the then required thickness of the threaded rod when cold, no longer possible without tearing the material.
  • the cross plate can using a strong retaining nut and a weaker one Lock nut simply screwed so that the cross plate then no longer vertical, but slightly inclined in the Is in the middle or even in the lower third of the concrete ceiling and with their vertical central axis approximately to the screw point between the beam section and the wall section, i.e. the front one End of the threaded rod located in the receiving box.
  • the cross plate can be previously adjusted with the height Support for the rear end of the wall part are welded, so that the pre-assembly of the wall part only has to be screwed on from cross plate and support to the rear end of the Includes threaded rod, and easy welding one Stabilizing strut that is roughly horizontal between the lower Edge of the cross plate and the back of the receiving box is welded in.
  • This stabilizing strut ends at the receiving box an approximately 10 by 10 mm thick square steel, about a third of the height of the receiving box.
  • the threaded rod with the receiving box also screwed only with nuts on both sides and not is welded over long periods of weather exposed parts of the wall part, namely the receiving box and the threaded rod, separately hot-dip galvanized or nickel-plated while the other parts enclosed in the concrete like stabilizing strut and height adjustable support with their individual parts, do not have to be surface treated.
  • the beam part is as little as possible cranked or angled:
  • the beam part consists of a beam plate that is narrower than the top of the bar, and with the top of the Is screwed in the strong wood screws through the Bores screwed into the beam along the tension plate will.
  • the beam is therefore used to insert the supporting beam cut out accordingly at its rear, upper end to to be able to screw the beam part with it without this on
  • the bar is visible in the side view by the Sidewalls of the beam are not cut out, but just a stripe in the middle.
  • lock nut from above through the free space remains accessible between the trusses even after months, can be screwed in or screwed back in Lock nut opposite the slant of the support beam the building and if necessary the whole Beams are replaced.
  • Fig. 1 shows in side view both the wall part 4 and also the bar part 5.
  • the wall part with its plate 22 or its lower, horizontal leg 25 so on the masonry under the emerging concrete ceiling sits that the outer end face 23 in the area of adjacent facing stones 29 and the lower, horizontal leg 25 of the plate 22 not out of this area protrudes from the building.
  • the pull plate 11 opposite the plate 22 of the Beam part 5 sits with its lower, horizontally rear leg 28 on the horizontal leg 25 of the wall part 4.
  • This leg 28th and the upper region of the tension plate 11 arranged offset there is also when pushing the beam part 5 in the lower Area up to the plant on the plate 22 in the upper area Distance between the plate 22 and the tension plate 11, however then protrude the threaded bolts 26 through the slots 13 in upper area of the tension plate 11 into the free Triangle space between the tension plate 11 and the rear end of the beam 2.
  • the rear end of the insert end is 7 of the beam 2 corresponding to the oblique offset of the tension plate 11 beveled, this bevel continuing upwards, so that there is free space in the upper area for the locking nuts 30 arises, for example in the assembled state of FIG. 2 are shown.
  • Fig. 1 further shows that from the plate 22 after at the rear, i.e. away from the beam, strutting tie rod 15 in the upper one Area of the plate 22 are attached and not directly with the threaded bolt 26, but with the plate 22, which is why this sufficient stability to transmit the tensile forces in the tie rod 15 must have.
  • the vertically downward projecting support 20 can be seen, which is in a socket 17 and there in its height by means of a clamping screw 16 appropriate handle is set.
  • the base plate 18 At the lower end of the socket 17 is the base plate 18 with the Hole 19 can be seen through which nailing with the underlying formwork 12 is possible to the position to secure the wall part sufficiently so that this Pouring the concrete ceiling has not changed.
  • Fig. 2 shows a top view of this arrangement, however the support beam 2, of which the insert end 7 can be seen, is already screwed to the wall part 4.
  • the tension plate 11 of the beam part is located in the area between the facing stones 29, and thus within the Outside surface of the building.
  • the one mounted on the supporting beam Beam plate 10 is much narrower than the support beam and is connected to it at many points, so that the Lock nuts 30 are outside of the beam plate 10 and are easily accessible from above.
  • the wall part 4 is the top view in the rear Area of the tie rods 14 each extending outwards Recognize crank 15, and the welding of the two Tie rod 14 in the rear area near the crank 15. From there, the two tie rods 14 run diagonally forward apart and reach the vertical plate 22 in the latter outer area.
  • a somewhat different embodiment of the wall part 4 shows that 1 similar side view of FIG. 3:
  • the tie rods 14 are there directly with the threaded bolts 26 welded while no direct connection between the Tie rods and the vertical plate 22, which as front support of the wall part 4 is used.
  • the plate 22 is welded to the threaded bolt 26, because however, they do not transmit tensile forces themselves, but only must represent a boundary surface for the fresh concrete, very much weaker.
  • the im also serves to fulfill this retention function lower portion of the plate 22 in turn attached Stabilizing struts 21, which are in contrast to the execution 1 and 2 are not arranged in a straight line, but cranked so that they start from the plate run horizontally to the back, then relatively steep to run up to the connection point of the two tie rods 15.
  • tie rods 15 themselves are in the upper area of the Plate 22 arranged lying in a horizontal plane, however - as can be seen in Fig. 4 - designed differently:
  • the bar part is also designed differently in FIG. 3, by the plate 11 no horizontal at the lower end Has leg 28, but pointing vertically downwards, after going through the bend between upper and lower vertical area of the plate 11, ends.
  • Such a horizontal leg is rather at the top of the vertical plate, striving against the wall part 4 too arranged. It serves as a spacer to the vertical Plate 22 of the wall part to the maximum possible Inclination of the beam part 5 when tightening the wall part to limit.
  • Fig. 5 is only another version of a wall part shown.
  • the threaded bolts are for screwing to the Beam part and the tie rods each functionally combined, present in a continuous threaded rod 46.
  • Das Wall part 4 comprises two such threaded rods 46 which 5 and 6 are parallel to each other, but also can be arranged towards each other.
  • a receptacle box 24 with a cup-shaped shape serves as the front support Shape, the open side of which is to be inserted 7 of the support beam 2 is executed. Through the back wall extend threaded rods 46 and are with this connected.
  • the threaded rods 46 are in the rear area by means of screwed lock nuts 30 against pulling through by a cross element 51, a flat iron with corresponding Holes, secured, possibly welded. To also about the Load capacity of the thread of the lock nuts 30 also the To increase the tensile load of the threaded rods 46 are Threaded rods 46 behind the crossbar 51 and Locking nuts 30 bent downwards.
  • the front connection of the threaded rods 46 to the rear, vertical wall 22 of the insert part 24 can either be a fixed connection, e.g. Welding when the insert part 24 consists of sheet steel.
  • the stabilizing struts 21 run from one point of the cross element 51 that is as far out as possible either to a point as far forward as possible Threaded rod 46, however, still behind the insert 24, or directly to a point on the back of insert 24, if this is so stable that it itself can absorb and transmit corresponding tensile forces.
  • Figures 7 and 8 show another solution of the Connection part in the fully assembled state.
  • the receptacle box is open on the outside, on the others However, pages completely enclosed.
  • Storage box made of hot-dip galvanized sheet steel of about 2 - 5 mm Strength.
  • the threaded rod 46 As close as possible below the top of the receiving box 24 is the threaded rod 46 through a corresponding hole in pushed through the rear wall 27 and a lock nut 30 on the outward protruding front free end of the Threaded rod set.
  • the threaded rod penetrates the approximately vertical rear wall 27 runs horizontally and here parallel to the top plate of the receiving box.
  • Threaded rod 46 with such a large radius 39 down that the about half a meter long threaded rod with her rear end 47 approximately at height or just below the middle of the Height of the receiving box 24 and at an angle of about 10 ° ends up to 30 ° with respect to the horizontal.
  • threaded rod 46 is not kinked Transition between the straight, front end and the bend has, but a continuous bend is given to on the one hand any damage to the threaded rod and thus To avoid impairment of their tensile strength, and on the other hand, the most straight possible flow of force within the To achieve threaded rod 46.
  • the cross plate 51 is on the free rear end 47 of the threaded rod 46 by means of a Screwed lock nut 29 and a lock nut 37 around the middle or between the lower third and the center of the receiving box 24, and is with his Longitudinal median perpendicular to the top Screw connection between wall part 4 and beam part 5 directed.
  • the cross plate 51 is approximately in the middle of the Cross section of the concrete ceiling.
  • the once positioned wall part is fixed in the front area by interposing the receiving box between the facing stones and in the rear area Nail the base plate 19 of the support 20 with the Formwork 12 underneath via hole 19.
  • the altitude is by clamping the support in the sleeve 17 by means of Clamping screw 16 reached.
  • a Stabilizing strut 21 welded. This will make the threaded rod 46 curved below before pouring the concrete surface much more resilient, and can be easily attached of structural steels etc. are committed.
  • This longitudinal recess 48 is from the beginning of the outer cross member 36 deepened, since this has a greater vertical extension than have the pull plate 11.
  • the lower part of the cross-sectional area supports the Support beam 2 on the rear wall 27 of the receiving box 24, whereby the pressure loads occurring in the lower part of the bar transferred to the building.
  • the beam part 5 thus consists of a pull plate 11 Pull sleeve 35, the axis of symmetry with the longitudinal central axis of the Pull plate 11 is aligned and the pull sleeve 35 at a distance from rear end of the tension plate 11 is arranged to in this Insert a lock nut 30 with washer 33 in the area and to be able to screw.
  • Both parts are usually fixed across longitudinal beams upright flat iron, welded together, so that the tensile forces occurring without substantial force diversion from the beam can be transferred to the tension sleeve 35.
  • the tension plate 11 is arranged on the insert end 7 so that when the insert end abuts the rear wall 27 of the receiving box, the pull sleeve 35 and also the Lock nut 30 and the free front end of the Threaded rod 26 is still inside the receiving box are located.
  • the tension plate 11 is attached to the support beam by means of wood screws 38 2 screwed, with nail plates 43 inserted between them be, which also have a hole through which the wood screw 38 extends through, and the nails through tightening the wood screw 38 down into the support beam 2 are pressed and thus a very good positive Connection between tension plate 11 and support beam 2 result.
  • the entire bar part 5 is due to the weather surface-coated, preferably hot-dip galvanized. Also the Wood screw 38 and the nail plate 43 are used surface protected.
  • the pull sleeve 35 is to be made long enough to a sufficient connection length with the outer cross members 36 guarantee. Furthermore, the wall thickness of the tension sleeve 35 be strong enough to pull about 3 tons transfer. A minimum wall thickness of about 5 mm is also necessary because in the space between the External crossbeams 36, which are directly on the outer wall of the Pull sleeve 35 abut, the lock nut 30 must find space and must also be rotatable.
  • the inner diameter of the tension sleeve 35 must be so much be larger than the outer diameter of the threaded rod 46 that an angular offset between the pull sleeve 35 and the rear End of the threaded rod 46 by up to 10 ° or even 15 ° possible if this is a subsequent bar distortion or a accidental inclined installation of the wall part 4 this is necessary do.
  • the inner diameter of the tension sleeve must be at least 25 mm.
  • the inside diameter of the threaded sleeve should therefore be around the quotient from length to inside diameter of the threaded sleeve be greater than the outside diameter of the threaded rod.

Claims (12)

  1. Pièce de jonction pour le montage ultérieur de poutres en bois (2) faisant saillie de la surface externe murale dans le sens longitudinal, comprenant une partie de paroi (4) fixée dans le corps de construction (31) pour le logement de l'extrémité d'insertion (7) de la poutre (2), une partie de poutre (5) adaptée à la partie de paroi (4) étant reliée à la poutre (2) et
    la partie de poutre (5) pouvant être reliée à la partie de paroi (4) au moyen d'une vis s'étendant en face avant dans le sens longitudinal de la poutre (2) et horizontalement à l'état monté.
  2. Pièce de jonction selon la revendication 1,
    caractérisée en ce que
    la partie de paroi (4) présente un caisson de logement (24) qui comprend une cavité (6) pour le logement de l'extrémité d'insertion (7) de la poutre (2) dans le corps de construction (31).
  3. Pièce de jonction selon l'une des revendications précédentes,
    caractérisée en ce que
    la partie murale (4) comprend au moins un grappin de traction (14) s'étendant sensiblement à l'horizontale à l'état monté, qui s'engage depuis la face frontale (23) de la partie de paroi (4), tournée vers l'extrémité d'insertion (7) de la poutre (2) vers l'arrière dans le corps de construction (31),
    au moins deux boulons filetés (26) font saillie depuis la face avant (23) dans le sens contraire en direction de la poutre (2) et sont reliés fixement aux grappins de traction (14), et
    la partie de poutre (5) présente une plaque de traction (11) s'étendant sensiblement à la verticale à l'état monté, dans laquelle sont disposés des trous oblongs (13) de manière que les boulons filetés (26) de la partie de paroi (4) puissent passer à travers ces derniers.
  4. Pièce de jonction selon la revendication 1 ou 2,
    caractérisé en ce que
    deux grappins de traction (14) sont reliés fixement entre eux dans la zone arrière et aux boulons filetés (26) dans la zone avant, et ne traversent pas la plaque (22) de la partie de paroi, la plaque (22) étant dimensionnée de manière peu stable et étant reliée aux boulons filetés (26).
  5. Pièces de jonction selon l'une des revendications précédentes, caractérisée en ce que
    la partie de paroi (4) présente au moins un appui vertical (20) à la plaque fixe inférieure (18) de laquelle il est possible d'établir une fixation au coffrage (12) se trouvant en dessous par l'intermédiaire d'au moins un trou (19) et
    le support (20) est disposé dans la zone arrière de la partie de paroi (4) et est réglable en hauteur et en ce qu'un support non réglable en hauteur est disposé dans la zone avant de la partie de paroi (4).
  6. Pièce de jonction selon l'une des revendications 3 ou 4,
    caractérisée en ce que
    la partie de paroi (2) présente des grappins de traction (14) qui sont reliés entre eux fixement dans la zone arrière et sont etayonnés en direction de la zone inférieure de la plaque (22) par au moins une jambe de force de stabilisation (21) s'étendant de manière inclinée.
  7. Pièce de jonction selon l'une des revendications 2 à 6,
    comprenant
    un caisson de logement (24) ouvert seulement en direction de la poutre pour l'extrémité d'insertion (7) de la poutre (2),
    au moins une tige filetée (46) qui s'étend depuis l'intérieur du caisson de logement (24) en traversant sa paroi arrière pour pénétrer dans le béton existant et former un grappin de traction (46),
    une partie de poutre (5) qui peut venir se visser sur la tige filetée (46),
    caractérisée en ce que
    quand la paroi arrière (27) du caisson de logement (24) est verticale, la tige filetée (46) traverse dans le tiers supérieur la paroi arrière (27) à l'horizontale et est reliée fixement à cette dernière,
    la tige filetée (46) est cintrée vers le bas dans la zone se trouvant derrière le caisson de logement (24) sans former un coude suivant un rayon le plus large possible de sorte que son extrémité arrière se trouve approximativement à hauteur du milieu du caisson de logement (24), et
    en ce qu'une plaque de poutre (10) de la partie de poutre (5), cette plaque étant reliée à la face supérieure de la poutre (2), présente une douille de traction (35) dont le diamètre interne est supérieur au diamètre de la tige filetée (46) et dont l'axe de symétrie est aligné à l'axe médian longitudinal de la plaque de poutre (10), les faces externes de la plaque de poutre (10) ainsi que celles de la douille de traction (35) étant reliées les unes aux autres par l'intermédiaire de traverses externes (36).
  8. Pièce de jonction selon la revendication 7,
    caractérisé en ce que
    l'extrémité arrière (47) de la tige filetée (46) est reliée à une plaque transversale (51) par des écrous de sécurité (29, 37),
    l'extrémité arrière (27) de la tige filetée (46) se termine dans la moitié inférieure, mais pas plus bas qu'un tiers de la hauteur du caisson de logement (24), au-dessus du bord inférieur de celui-ci et
    la plaque transversale (51) est reliée à un support réglable en hauteur (20).
  9. Pièce de jonction selon la revendication 8,
    caractérisée en ce que
    les extrémités faisant saillie au-delà de la partie transversale arrière (51) des tiges filetées (46) sont coudées vers le bas de manière inclinée.
  10. Pièce de jonction selon l'une des revendications 7 à 9,
    caractérisée en ce que
    la douille de traction (35) de la partie de poutre (5) présente un diamètre interne tel qu'une différence angulaire pouvant atteindre 15° par rapport à la tige filetée (46) qui la traverse est possible.
  11. Pièce de jonction selon l'une des revendications 7 à 10,
    caractérisée en ce que
    le rayon de flexion de la tige filetée (46) est de l'ordre d'un mètre.
  12. Pièce de jonction selon l'une des revendications 7 à 11,
    caractérisé en ce que la plaque de poutre (10) présente, à l'état monté, des percées verticales pour le vissage de la poutre (2) et que l'on place, entre la poutre (2) et la plaque de poutre (10), des plaques de clous (43) traversées par les vis à bois (38).
EP93116501A 1992-10-14 1993-10-12 Pièce de raccordement Expired - Lifetime EP0593017B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE4234701 1992-10-14
DE4234701A DE4234701C2 (de) 1992-07-30 1992-10-14 Verbindungsteil
DE9305809U DE9305809U1 (fr) 1993-04-19 1993-04-19
DE9305809U 1993-04-19

Publications (2)

Publication Number Publication Date
EP0593017A1 EP0593017A1 (fr) 1994-04-20
EP0593017B1 true EP0593017B1 (fr) 1998-04-29

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EP93116501A Expired - Lifetime EP0593017B1 (fr) 1992-10-14 1993-10-12 Pièce de raccordement

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EP (1) EP0593017B1 (fr)
AT (1) ATE165640T1 (fr)

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AT1840U1 (de) * 1996-12-13 1997-12-29 Schmidl Winfried Arch Mag Balkon oder ähnlicher anbau sowie verfahren zur nachträglichen herstellung eines balkons oder ähnlichen anbaus
CN107248701B (zh) * 2017-06-14 2023-05-16 琦洲电气股份有限公司 一种箱门可调的景观型室内暗装配电箱

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT363651B (de) * 1980-02-22 1981-08-25 Resl Rudolf Einrichtung zur befestigung von auskragenden gebaeudeteilen an einer gebaeudewand
DE3403537A1 (de) * 1984-02-02 1985-08-08 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Balkonfertig-bauelement fuer gebaeude
DE3805144C2 (de) * 1988-02-19 1998-01-29 Erich Brenter Balkonkopf
DE3830756C2 (de) * 1988-09-09 1996-11-14 Siegfried Piske Vorrichtung zum Befestigen eines Balkens

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EP0593017A1 (fr) 1994-04-20

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