EP1088943A2 - Support de montage avec accessoire de montage - Google Patents

Support de montage avec accessoire de montage Download PDF

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Publication number
EP1088943A2
EP1088943A2 EP00121185A EP00121185A EP1088943A2 EP 1088943 A2 EP1088943 A2 EP 1088943A2 EP 00121185 A EP00121185 A EP 00121185A EP 00121185 A EP00121185 A EP 00121185A EP 1088943 A2 EP1088943 A2 EP 1088943A2
Authority
EP
European Patent Office
Prior art keywords
support system
sleeve
tie rod
anchor
holding element
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.)
Withdrawn
Application number
EP00121185A
Other languages
German (de)
English (en)
Other versions
EP1088943A3 (fr
Inventor
Xaver Berger
Wolfgang Strandl
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 MEISINGER Stahl und Kunststoff GmbH
Original Assignee
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.)
Filing date
Publication date
Application filed by MEA MEISINGER Stahl und Kunststoff GmbH filed Critical MEA MEISINGER Stahl und Kunststoff GmbH
Publication of EP1088943A2 publication Critical patent/EP1088943A2/fr
Publication of EP1088943A3 publication Critical patent/EP1088943A3/fr
Withdrawn legal-status Critical Current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
    • 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
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance

Definitions

  • the present invention relates to a receiving device a mounting bracket system according to the preamble of the claim 1.
  • a mounting bracket system of this type is generally used for Installation or connection of concrete, for example prefabricated balcony support panels on ceilings and / or walls of a building.
  • the mounting bracket system consists of two external, individual units, namely a connector and one Pick-up device, each with a clutch or a matching coupling counterpart are formed.
  • a prefabricated component designated concrete slab are now a number of evenly spaced connection elements ready for installation in poured this while on site, i.e. at the construction site the completion of a part of a building, for example one Concrete ceiling, the cradles are installed.
  • the cradles in the manufacture for example, of a building ceiling either at the construction site or in the case of a prefabricated concrete ceiling in the factory poured into the ceiling and by means of appropriate Reinforcing bars firmly anchored in the concrete ceiling.
  • connection elements For example, the horizontal distances between the individual connection elements with those of the receiving devices essentially match. However, this is not always the case Case. For larger deviations, a must Tolerance compensation in the horizontal direction are made possible to a coupling of the outside of the installation tolerances To enable connection elements and / or receptacles.
  • connection element as well as the receiving device in a simple and safe manner installed and the connecting element with the receiving device can be coupled without great difficulty.
  • the invention therefore consists in that Mounting bracket system consisting, among other things, of a tie rod, to which a production component-side connection element can be coupled is and with an abutment held in the building part over an anchor stop and an interposed, movable stored thrust washer can be engaged, a Device for ensuring a predetermined relative position has two of the aforementioned assembly elements. By this device allows the two assembly elements Hold the start of the coupling process in position so that a Aligning the elements for coupling the tie rod to the Connection element is significantly simplified.
  • the device is a deformable holding element that the pressure disc in holds a predetermined design position on the tie rod.
  • the holding element can be elastic or plastic be deformable so that the pressure plate to compensate for Manufacturing tolerances on the tie rod while applying the Deformation work can be postponed at an optimal Force transmission into the abutment is guaranteed.
  • connection element for coupling to the Tie rod a coupling piece in the form of a screw thread has, which on a tensile component of the Connection element, for example a pull rod and with a coupling counterpart in the form of a sleeve in Active intervention, which is arranged on the tie rod, wherein the device for ensuring a predetermined Relative position is a visual unscrewing control device, which is the minimum screwing depth of the screw thread into the Indicates sleeve for sufficient power transmission.
  • connection element 1 comprises the mounting bracket system according to a first preferred embodiment of the invention Prefabricated component-side connector 1 and one Building part-side receiving device 2, which as one for Connection element 1 external unit is formed.
  • the connecting element 1 consists essentially of a train resilient, upper component 3, a resilient to pressure, lower component 4 and a shear force Brace 5, all with one end sections for a fixed anchor cast in a prefabricated component 6 are.
  • the upper component 3, which is resilient to tension, is on its other end section protruding from the finished part a coupling piece 7 is formed.
  • the receiving device 2 which is fixed in a building part 9 is anchored, consists of a pressure element 11 and a Traction element 10 for introducing a pressure or tensile force in the building part 9, and one for coupling piece 7 of the Connection element 1 suitably designed on the tension element 10 arranged coupling counterpart 12, which in the anchored state the receiving device 2 with the coupling piece 7 of the Connection element 1 can be brought into engagement.
  • upper component 3 of the connecting element 1 formed from a central tie rod 3a preferably a steel material e.g. a stainless steel, on their At one end two parallel to each other Iron bars and / or an iron grid 13 (preferably from a Mild steel) are welded or screwed on.
  • the iron bars and / or mesh 13 serve as reinforcement for firm anchoring of the upper component in the finished component (e.g. one Concrete slab) in their manufacture.
  • To the opposite end of the central tie rod 3a is this provided with an external screw thread of a predetermined length, which represents the above-mentioned coupling piece 7.
  • the pressure-resistant lower component 4 of the connection element 1 comprises a push rod 4a which is substantially parallel to the central pull rod 3a at a predetermined height distance this is aligned.
  • An end portion of the push rod 4a is up towards the central tie rod 3a bluntly bent or bent, at the end of this bent end portion welded a pressure plate 14 which is at right angles to the bent end section of the Push rod 4a extends. This is kinked end section also completely poured into the finished component.
  • the opposite end portion of the push rod 4a is with an external screwdriver thread 8 of a predetermined length which an adjusting nut or sleeve 15 for length adjustment of Push rod 4a is turned up.
  • On the sleeve 15 is one for Finished component 6 extending sleeve 15a attached (preferably by welding, gluing or pushing on), which surrounds the rear area of the external thread 8 and thus the thread 8 from contamination and damage protects.
  • the sleeve 15a has one with respect to the Length of the thread 8 and the sleeve 15 predetermined Axial length to serve as a kind of unscrewing control. I.e.
  • the axial length of the sleeve 15a is set such that the Sleeve 15 can be unscrewed from the thread 8 until the rear end portion of the thread 8 is visible. In In this axial position there are still so many threads effective that a sufficient compressive force can be transmitted.
  • the sleeve 15a thus defines the adjustment window of the sleeve 15 or the lower component 4.
  • the Shear bars 5a have a substantially S-shaped contour on and are on the one hand in the area of the External thread 7 on the central tie rod 3a via two each axially spaced welding spots and on the other hand in the area of bent end portion on the push rod 4a over each welded two axially spaced welding points.
  • plastic sleeve 16 used which itself form-fitting to the shear bars 5a and the tension and Push rods 3a, 4a creates and thus the internal statics of the Connection element 1 additionally reinforced and further Contact surfaces for fastening not shown Forms thermal insulation panels.
  • connection element 1 for introducing vertical forces into the Building i.e. in a building wall 25 and possibly also for Height adjustment of the prefabricated component 6 to be assembled with respect of the building part 9.
  • This support device 17 consists of a base 18 on which a support profile (in the present case a W support or also a T-, H-beam etc.) 19 upright is welded on.
  • a support profile in the present case a W support or also a T-, H-beam etc.
  • This support device 17 consists of a base 18 on which a support profile (in the present case a W support or also a T-, H-beam etc.) 19 upright is welded on.
  • a support profile 19 in the support profile 19 is a through hole 20 formed, the dimensioning of passing through the Push rod 4a allowed. For reasons of stability, this is through the through hole 20 passed through push rod 4a on the Beam profile 19 welded on.
  • the central tie rod 3a is at the base 18 opposite upper edge section of the carrier profile 19th in the area behind the External screw thread 7, preferably between the two axially spaced weld points of each shear bar 5a and is additionally welded to the upper edge section and thus secured against slipping.
  • the Support device 17 per se not for height adjustment suitable. To make this possible, however, for example Washers of different thicknesses under the base 18 are pushed so as to raise the prefabricated component 6 or lower.
  • the tension element 10 of the receiving device 2 consists, as from FIG. 1st can be removed from two upright and at a parallel distance mutually arranged, rectangular metal plates 42 (only a metal plate can be in the side view of Fig. 1st are shown) by a lower edge section a web plate 43 welded thereto is connected to one another are. On the outer sides of the two metal plates 42 is in each case a tension rod 29 welded from structural steel. At the rear edges the metal plate 42 is a power transmission plate or a thrust washer 31 in which at least one transverse (Horizontal) elongated hole is formed.
  • a crossing horizontal and vertical elongated hole or simply a through hole of a predetermined diameter be trained.
  • a tie rod 33 in Form of a metal extruded profile, on the rear End portion of a stop or anchor plate 34 is welded.
  • the diameter of the through hole in the thrust washer 31 is as can be clearly seen in Fig. 1, much larger than that Diameter of the tie rod 33 so that it is within the Through hole can move vertically and / or horizontally.
  • an elastic bracket or U-shaped spring element 35 attached, which is at the end of Tie rod 33 or on the armature disk 34 welded to it is supported and the thrust washer 31 is essentially centric Tie rod 33 holds in the correct longitudinal position.
  • the Spring element 35 securely prevents the Thrust washer 31 along the tie rod 33, so that at the Insert the thrust washer 31 into the receiving device as it were automatically without jamming or tilting behind the Metal plate 42 comes to rest.
  • the spring element 35 is made preferably made of a steel or plastic material and is on the pressure plate 31 by welding, soldering, gluing or a positive or non-positive connection fixed.
  • the web plate 43 is in a central section according to FIG. 1 bent downwards at right angles and at its lower edge welded to the pressure element 11 to form a unit. there the web plate 43 forms a kind of edge and face protection for the building part 9, in the present case a prefabricated concrete ceiling, the especially during assembly of the prefabricated component 6, i.e. of Coupling the connection elements 1 to the receiving devices 2 an impact of the protruding connection elements 1 on the Intercepted precast concrete ceiling and thus a knocking out of the Prevents ceiling edges.
  • a screw sleeve or Welded sleeve 12 At the front end of the tie rod 33 is a screw sleeve or Welded sleeve 12. At their opposite the tie rod 33 End face is attached to a sleeve 21, which also as Protection against dirt and damage to the external thread 7 the central tie rod 3a of the connecting element 1 is used and furthermore the function of a unscrewing control takes over according to the sleeve 15a.
  • the pressure element 11 of the receiving device 2 consists of two parallel pressure rods 22 (only one pressure rod can be shown in the side view), at one end of which a pressure plate 23 is welded perpendicularly thereto and which are preferably welded to an iron grid at their other end sections, which firmly anchors the pressure element 11 in the building part 9.
  • the pressure bars 22 are arranged in a lower third of the concrete ceiling. In so far concerns the designation Pressure rod "only their function in the assembly support system according to the invention.
  • spacer brackets 24 are welded to the pressure plate 23 between the two pressure bars 11 and to the rear ends of the pressure bars, on which the pressure elements 11 and thus via the web plate 43 also the tension elements 10 Since these spacers 24 are visible on the underside of the concrete ceiling 9 after the completion of the concrete ceiling 9 and are therefore exposed to corrosion, they can optionally be partially covered with a protective layer, for example made of plastic.
  • the prefabricated component 6 for example in the form a concrete slab as a balcony platform on building part 9, for example a concrete ceiling using the above described mounting bracket system, the following is carried out:
  • the prerequisites for assembly are of course the correct one Prefabrication of the finished component 6 with a certain number of substantially equally spaced connection elements 1 on the mounting edge of the prefabricated component 6 and the Preparation of the building part 9 by anchoring the same number of receptacles 2 with the same Intermediate distances in the building part 9. That is, the Reinforcing iron 29 with the metal plates welded to it 42 and web plate 43 and the spacers 24 with Pressure element 11 are in the part of the building, in the present case the Concrete ceiling 9 concreted in such a way that one from the top the concrete ceiling 9 freely accessible chamber space 26 behind the Metal plate 42 remains.
  • the concrete components prepared in this way are now on site, i.e. assembled at the construction site by first connecting the tie rods 33 to the central tie rods 5a of the connecting elements 1 screwed become. This process can of course already in the Manufacturing plant of the finished component 6 are carried out. The finished component 6 is then, for example, by means of of a crane approximated to the connecting edge of the building part 9, until the anchor plates 34 together with the spring elements 35 thrust washers 31 held there behind the metal plates 42 to grab. This assembly step is due to the Arrangement of the spring elements 35 is not necessary on the correct position of the thrust washers 31 with respect to the anchor plates 34, because the spring elements 35, the thrust washers 31 hold elastic in position. I.e.
  • the spring elements 35 prevent the pressure washers 31 from the anchor plates 34 and thus insert the tie rod 33 between block the metal plates 42.
  • the assembly can therefore performed much safer and easier at this point become.
  • the pressure plates 31 allow one Compensate manufacturing tolerances by keeping them along the inside trained elongated holes against the low preload of the spring elements 35 can be moved, so exactly to be positioned behind the metal plates 42.
  • This readjustment is primarily carried out via sleeves 15 and 12 made which forward and along the external threads 7 and 8 can be screwed back and thus the angle of inclination Modify prefabricated component 6 with respect to building 25.
  • the adjustment of the sleeves 12 and 15 based on that check attached sleeves 15a and 21, which the cover the rearmost section of the external threads 7 and 8.
  • the external threads 7 and 8 themselves serve as End marking for the maximum possible turning distance of the sleeves 12 and 15.
  • the sleeves 15a and 21 die Unlocking external threads 7 and 8 is the maximum Unscrewed position of the sleeves 12 and 15 reached, in which still an adequate coupling between the respective Connection element and the receiving device is guaranteed.
  • FIG. 2 shows a second embodiment of the invention, which changed to a to the first embodiment Construction of the receiving device 2 in particular Holding the thrust washer 31 is directed to the tie rod 33.
  • the first Embodiment described different features, while regarding the rest of the construction of the mounting bracket system according to the second embodiment to the above Description is referenced.
  • movable thrust washer 31 foamed with a material, which are the movements necessary for tolerance compensation the thrust washer 31 allowed on the tie rod 33, but this nevertheless in the construction position, preferably in contact with the Anchor plate 34 holds.
  • This material 27 can be, for example PU foam or a styrofoam, which mixes with the Surface of the tie rod 33 and the inner surface of the slot glued inside the thrust washer 31.
  • the foam material 27 moving the thrust washer 31 to Manufacturing tolerance compensation not elastic but in essentially plastically deformed. I.e. after correct Adjustment of the respective thrust washer 31 is carried out by the plastically deformed foam 27 in this nine position held.
  • the rear ones remain Ends of the external threads 7 and 8 are essentially unprotected.
  • the formation of a sleeve is unnecessary predetermined length and attaching the sleeve to the Screw nuts or sleeves, which makes the construction overall is simpler and therefore less expensive.
  • 3 is a third embodiment of the invention shown.
  • the thrust washer 31 is by means of a resilient spacer 35 'held in position.
  • the Spacer 35 'in the present case consists of a spring steel sheet, which has a through hole in a central section, which is penetrated by the tie rod 33.
  • the spring steel sheet is essentially two V-shaped flared legs, their free Support the ends on the thrust washer. This is what they are for free ends of the legs at their corner edge areas in bent essentially at right angles upwards, whereby a kind Snap projections or simply contact surfaces are formed that against the one end face of the thrust washer 31 resilient be pressed. Between the bent up Corner edge areas remain longitudinally extending tabs, which are in the through hole of the thrust washer 31st extend and rest on the inner wall.
  • the length of the Legs are also selected such that the thrust washer 31st is pressed against the anchor plate 34 via the contact surfaces, which on the tie rod 33 in its rear end section is welded on.
  • the spring steel sheet 35 'thus performs the same function as the spring element 35 according to the first embodiment, however, does not use the anchor plate 34 but the sleeve 12 as an abutment for positioning the thrust washer 31. In this respect, the spring steel sheet 35 'or. whose thigh too be attached to the outer surface of the thrust washer 31.
  • the third embodiment shows with reference to FIG Adjustment control device for sleeves 12 and 15 one for second embodiment alternative solution. That's how they are External threads 7 and 8 as a screwing control to a specific Length coated with a signal color 7b, 8b, which of the Sleeves 12 and 15 covered when fully opened become. When unscrewing the sleeves 12 and 15 from one certain unscrewing position the coating is visible and signals the reaching of the minimum screw depth for a sufficient transmission of traction or pressure in the respective pull and push rods 3a and 4a.
  • FIG. 4 shows a further, fourth embodiment of the Invention.
  • the spring element according to the first embodiment by a flexible hose 28 replaced.
  • the Thrust washer 31 and the anchor plate 34 on its outer surface covered with the common flexible hose 28, which fits tightly against the thrust washer 31 and the anchor plate 34.
  • the hose 28 may preferably be a rubber material, which adheres well to the metallic surface and which Thrust washer 31 holds firmly on the anchor plate 34.
  • the elasticity of the flexible tube 28 allows one Relative displacement of the thrust washer 31 and the anchor plate 34 similar to the spring element according to the first Embodiment.
  • the advantage of the hose variant is especially in its simple assembly and its inexpensive production or processing.
  • the arrangement of a flexible hose can in principle be also transferred to the adjustment control device.
  • the arrangement of a hose preferably a shrink tube 21 'and 15a' each a rear end portion of the two sleeves 12 and 15, which on the lateral surfaces of the sleeves 12 and 15 have shrunk.
  • the shrink sleeves 21'and 15a ' thus those sleeves as in the first embodiment be used.
  • the shrink sleeves 21 ' and 15a ' also an underlying thread 7 and 8 protective property and show when visible respective external threads 7 and 8 reaching the Minimum screw-in depths.
  • FIG. 5 shows a fifth embodiment of the Invention the arrangement of a kind of plate spring 35 '', which is attached to the anchor plate 34 and / or to the tie rod 33 and the movable thrust washer 31 fixed from the inside.
  • the Disc spring 35 '' has a cylindrical section for this at one end region (the left end region according to FIG. 4) preferably has three axial incisions, whereby Form three tabs. These tabs are closed radially outwards bent up a conically widening section, at the Front face with a small diameter is consequently the cylindrical section integrally connects. The free ends the tabs are also bent radially outwards, which creates an interrupted, radially outward itself extending flange results.
  • This flange lies on one End face of the pressure plate 35 on (can also by Soldering, gluing or welding attached to it), which of the Anchor plate 34 is facing away and in such a way that the conical, as well as the cylindrical section through the Through hole of the thrust washer 31 extends and over the protrudes the end plate facing the anchor plate 34.
  • the inside diameter of the cylindrical portion of the Disc spring 35 ′′ forms with the diameter of the tie rod 33 preferably an interference fit, the anchor plate 34 on the cylindrical section sits on and with the tie rod 33 its end facing away from the thrust washer 35 '' is fillet welded. Through this weld seam is simultaneously also the plate spring 35 '' firmly connected to the tie rod 33.
  • the thrust washer 31 is thus counteracted by the plate spring 35 ′′ pulled the anchor plate 34, the tabs moving the Thrust washer 31 at least in the radial direction on the tie rod 33 enables.
  • the fifth exemplary embodiment according to FIG Fig. 5 shows an adjustment control device in the form of two corrugated pipes or bellows 15a '' and 21 '', which in the axial direction of the central pull rod 3a and the push rod 4a together and can be pushed apart.
  • These corrugated pipes 15a '' and 21 '' protectively surround the rear section of the external thread 7 and 8 and are on the pull rod 3a and the push rod 4a fixed one end portions. The opposite Ends rest on one end of the sleeves 12 and 15.
  • the sleeves 12 and 15 are now in the unscrewing direction rotated, the corrugated pipes 15a '' and 21 '' travel over one predetermined distance according to the compression measure, with which they are pressed together by the sleeves 12 and 15 in advance be with.
  • the corrugated pipes 15a '' and 21 '' are complete are relaxed, i.e. have reached their maximum length spaced the sleeves 12 and 15 at another Unscrewing movement from the shaft tubes, causing the External threads are visible in the resulting gap become. This is again the indicator for reaching the respective minimum screw-in depths.
  • the invention relates to a mounting bracket system for mounting a prefabricated component on a building part, with the following mounting elements: A tie rod to which a connection element arranged on the production component can be coupled and which can be brought into engagement with an abutment held in the building part via an anchor stop and an interposed thrust washer which is movably mounted on the tie rod.
  • the mounting bracket system according to the invention also has a device for ensuring a predetermined relative position of two of the mounting elements.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Supports For Pipes And Cables (AREA)
  • Bolts, Nuts, And Washers (AREA)
  • Connection Of Plates (AREA)
EP00121185A 1999-09-30 2000-09-29 Support de montage avec accessoire de montage Withdrawn EP1088943A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29917220U DE29917220U1 (de) 1999-09-30 1999-09-30 Montageträgersystem mit Einbauhilfe
DE29917220U 1999-09-30

Publications (2)

Publication Number Publication Date
EP1088943A2 true EP1088943A2 (fr) 2001-04-04
EP1088943A3 EP1088943A3 (fr) 2003-06-18

Family

ID=8079655

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00121185A Withdrawn EP1088943A3 (fr) 1999-09-30 2000-09-29 Support de montage avec accessoire de montage

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EP (1) EP1088943A3 (fr)
DE (2) DE29917220U1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9556632B2 (en) 2012-01-23 2017-01-31 Vastint Hospitality B.V. Method and system for construction of a building
US9631359B2 (en) 2012-01-23 2017-04-25 Vastint Hospitality B.V. Prefabricated module for a building
US20180023289A1 (en) * 2016-07-22 2018-01-25 Schock Bauteile Gmbh Element for thermal insulation
USD867616S1 (en) 2013-07-22 2019-11-19 Vastint Hospitality B.V. Prefabricated module

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10007450A1 (de) * 2000-02-18 2001-08-30 Mea Meisinger Stahl & Kunststo Montageträgersystem sowie Verfahren zur Befestigung eines Fertigbauteils an einem Gebäudeteil unter Verwendung des Montageträgersystems
DK2617913T3 (en) 2012-01-23 2017-01-09 Vastint Hospitality B V Prefabricated PANEL TO A BUILDING
NL2015800B1 (nl) * 2015-11-16 2017-05-24 T&R Eng B V Gebouw en balkon voor toepassing daarmee.

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1299104B (de) * 1966-10-18 1969-07-10 Philipp Dipl Ing Gelenkverbindung fuer den Hoch- und Brueckenbau
CH649595A5 (en) * 1981-03-06 1985-05-31 Anton Gerevini Device for connecting load-bearing elements on constructions
EP0499590A1 (fr) * 1991-02-15 1992-08-19 Reto Bonomo Elément connecteur isolant pour planchers de balcon et l'usage de cet élément
DE4234701A1 (de) * 1992-07-30 1994-02-03 Braun Gmbh Verbindungsteil II
DE19502712A1 (de) * 1995-01-28 1996-10-02 Dennert Kg Veit Deckenplatte für Gebäude
EP0750076A1 (fr) * 1995-06-24 1996-12-27 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19501277C2 (de) * 1995-01-18 2003-07-10 Dennert Kg Veit Beton-Fertigteil-Balkon
DE19630552C2 (de) * 1996-07-18 1999-02-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1299104B (de) * 1966-10-18 1969-07-10 Philipp Dipl Ing Gelenkverbindung fuer den Hoch- und Brueckenbau
CH649595A5 (en) * 1981-03-06 1985-05-31 Anton Gerevini Device for connecting load-bearing elements on constructions
EP0499590A1 (fr) * 1991-02-15 1992-08-19 Reto Bonomo Elément connecteur isolant pour planchers de balcon et l'usage de cet élément
DE4234701A1 (de) * 1992-07-30 1994-02-03 Braun Gmbh Verbindungsteil II
DE19502712A1 (de) * 1995-01-28 1996-10-02 Dennert Kg Veit Deckenplatte für Gebäude
EP0750076A1 (fr) * 1995-06-24 1996-12-27 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9556632B2 (en) 2012-01-23 2017-01-31 Vastint Hospitality B.V. Method and system for construction of a building
US9631359B2 (en) 2012-01-23 2017-04-25 Vastint Hospitality B.V. Prefabricated module for a building
USD867616S1 (en) 2013-07-22 2019-11-19 Vastint Hospitality B.V. Prefabricated module
US20180023289A1 (en) * 2016-07-22 2018-01-25 Schock Bauteile Gmbh Element for thermal insulation
US10480182B2 (en) * 2016-07-22 2019-11-19 Schöck Bauteile GmbH Element for thermal insulation
US10590645B2 (en) * 2016-07-22 2020-03-17 Schöck Bauteile GmbH Element for thermal insulation

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Publication number Publication date
DE29917220U1 (de) 2000-01-13
EP1088943A3 (fr) 2003-06-18
DE19949839C1 (de) 2000-11-30

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