EP1063361A2 - 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
EP1063361A2
EP1063361A2 EP00112951A EP00112951A EP1063361A2 EP 1063361 A2 EP1063361 A2 EP 1063361A2 EP 00112951 A EP00112951 A EP 00112951A EP 00112951 A EP00112951 A EP 00112951A EP 1063361 A2 EP1063361 A2 EP 1063361A2
Authority
EP
European Patent Office
Prior art keywords
component
building part
tensile
coupling
building
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.)
Granted
Application number
EP00112951A
Other languages
German (de)
English (en)
Other versions
EP1063361A3 (fr
EP1063361B1 (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 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
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 bracket system for cantilevered platforms or cantilever panels and a method for mounting platforms on building parts.
  • Such a mounting bracket system is used essentially for Installation of, for example, balcony platforms from prefabricated Concrete cantilever slabs by connecting the Concrete cantilever slabs directly on the ceilings and / or walls of a building.
  • the known mounting bracket Upper part 100 consisting of a central connecting rod 101 made of steel, at the two ends of each two approx. 90 to 100 cm long tie rods 102, 103 parallel to each other and in one Aligned towards the connecting rod 101, welded or screwed on.
  • the mounting bracket has one Lower part 200 also consists of a pressure rod 201 Steel with pressure receiving plates 202, 203 at both ends are welded on.
  • the pressure rod 201 is on two longitudinally spaced areas slightly bent upwards, which two outer, sloping towards the top Rod sections 201l, 201r and a central one parallel to the The upper part of the aligned rod section 201m is created.
  • the Lower part 200 and the upper part 100 of the mounting bracket connected to each other by cross bars 300 attached to the central one Connecting rod 101 of the upper part 100 and the central one Rod section 201m of the lower part 200 are welded.
  • a type of sleeve 400 or cage made of plastic provided which are perpendicular to the tension rods 102, 103 and the push rod 201 of the upper and lower part 100, 200 extends and the central rod section 201m and the central one Connecting rod 101 connects to each other.
  • This cuff 400 is essentially a rectangular body attached to its Pages each a receptacle or a connection for one Forms heat and / or sound insulation board.
  • the pre-cast concrete cantilever is now on site, i.e. mounted on the building site at the construction site.
  • the Concrete cantilever plate on the wall or the clear face of the partially finished concrete ceiling with between the clear face of the concrete cantilever slab and the concrete ceiling or the building wall the insulation boards are joined between and then supported and adjusted using a scaffold.
  • the freely projecting tension rods 103 and the push rod section 201r of the individual mounting brackets were already in advance Recesses or shafts in the ceiling or wall of the Building trained in which the tension rods 103 and Push rod portions 201r are placed. Subsequently these recesses are also poured out with concrete After the concrete has hardened, a firm connection between the Tension rods and push rods as well as the ceiling or wall to manufacture.
  • the invention is therefore based on the object Assembly method and an assembly support system of this type to create, creating a simplified and inexpensive Assembly of a prefabricated concrete component, for example in the form of a cantilever concrete slab is made possible.
  • the main idea of the invention is therefore that Mounting bracket system in two external units, namely one To dissect connection element and a receiving device, each with a coupling or a matching one Coupling counterpart are formed.
  • the connection elements are now finished Poured ready for assembly while on site, i.e. on the Construction site at the completion of the building part, for example a concrete ceiling, the receiving devices be installed.
  • 1a to 1c comprises the mounting bracket system according to a first preferred embodiment of the invention prefabricated component-side connector 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 resilient, upper component 3, a resilient to pressure, lower component 4 and a shear force Bracing 5, with its one end sections for a fixed anchoring in a prefabricated component 6 are provided.
  • the tensile, upper component 3 is on its other End portion formed with a coupling piece 7.
  • 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 coupling counterpart 12, which in the anchored state of the receiving device 2 the coupling piece 7 of the connecting element 1 in engagement is.
  • upper component 3 of the connecting element formed from a central tie rod 3a preferably a structural steel, two parallel at one end aligned iron bars and / or an iron grid 13 are welded or screwed on.
  • the end of the central pull rod 13a is one Provide external screw thread of predetermined length, which the represents above coupling piece 7.
  • An end portion of the push rod 4a is there in the direction of the central pull rod 3a blunt upwards kinked or bent, with this kinked at the end End section, a pressure plate 14 is welded, the perpendicular to the bent end portion of the push rod 4a extends.
  • the opposite end portion of the push rod 4a is also with an external screw thread 8 provided a predetermined length on which an adjusting nut sleeve 15 is turned to adjust the length of the push rod 4a.
  • the lateral force bars 5a have a side view according to FIG. 1a an essentially S-shaped contour and are in their Longitudinal extension on the one hand in the area of the external thread 7 the tie rod 3a via two welding points and other in the area of the bent end section on the Push rod 4a welded on two welding points each.
  • the shear bars 5a In the area in which the shear bars 5a the height distance between the upper tie rod 3a and the lower push rod 4a bridge is one only hinted at in Fig.
  • 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 height adjustment of the to be assembled Prefabricated part 6 with respect to the building part 9.
  • This Adjustment device 17 consists of a base 18 on which one Support plate 19 is welded upright.
  • the Support plate 19 is an upright (vertical) Elongated hole 20 formed, the dimensioning of a Passing the push rod 4a and moving the Push rod 4a allowed in the height direction.
  • To drop the Prevent support plate 19 from the push rod 4a are on this after placing the support plate 19 two stop and Welded guide plate 21 which the support plate 19th record between them.
  • a blind bore 22 is formed in the support plate 19, the extends perpendicular to the push rod 4a and with a Internal thread is provided.
  • a Bolt 23 screwed in at its central portion has a hexagon profile with a predetermined width across flats, which is preferably turned up by a and then welded nut 24 is formed.
  • a pressure cap 25 screwed on, consisting of one with an internal thread provided sleeve, which on its upper face by means of a Pressure distribution plate 26 is closed.
  • This Pressure distribution plate 26 now rests on the Bottom of the central tie rod 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 tie rod 3a.
  • the tension element 10 of the receiving device 2 comprises according to the 1a and 1c, a housing 27 consisting of a Cross-section rectangular cylinder that is open on one end and on an opposite end face by means of a Cover 28 is closed.
  • the lid 28 is preferably in the cylinder 27 is pressed or welded.
  • At least two Outside of the cylinder 27 are along this itself extending tension rods 29 made of a structural steel and / or a Welded iron grid, as shown in Fig. 1c.
  • On the inner sides of the tension rods 29 adjacent to the Cylinders 27 are two generally rectangular Metal plates or blocks 30 welded to this location to narrow the inside clearance of the cylinder 27.
  • the Metal blocks 30 serve as a stop or abutment for a power transmission plate 31 from the open face seen from the cylinder 27, arranged behind the blocks 30 and with a cross, i.e. horizontally running elongated hole 32 is formed.
  • the dimensioning of this elongated hole 32 allows a pull bolt or anchor 33 to be pushed through from a round metal extruded profile of a predetermined length a screw nut sleeve is welded to one end, which represents the aforementioned coupling counterpart 12.
  • a Stop plate 34 At the opposite end of the armature 33 is one Stop plate 34 welded, such that this Power transmission plate 31 between itself and the metal blocks 30 clamps.
  • the length of the armature 33 is such that at Abutment of the stop plate 34 on the power transmission plate 31 and the power transmission plate 31 on the metal blocks 30 the nut sleeve 12 at least partially from the Cylinder 27 protrudes. It remains between the rear end the armature 33 and the cover 28 a free space, the one The armature 33 can be pushed back into the cylinder 27.
  • the pressure element 11 of the receiving device 2 consists of a Pressure rod 35 with a pressure plate 36 at one end welded perpendicular to this and the other Section preferably with an iron grid (not shown) is welded.
  • the concrete cantilever 6 is made by in a Cast iron reinforcement as well as 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 can be connected.
  • the connection elements 1 are arranged at predetermined distances from one another in such a way that the plastic sleeves 16 along the end face the subsequent concrete cantilever 6 to this, the Adjustment device 17 and the external threads 7, 8 on the pull and Push rods 3a, 4a are exposed. Then the Mold filled with concrete and compacted. To When the concrete hardens, the casting mold is removed and attached to the Building part 9 later directed side edge of the cantilever plate Number of thermal insulation boards attached by the Plastic sleeves 16 of the connection elements 1 held become.
  • the Concrete ceiling becomes a load-bearing exterior in the support area Masonry 37 a number of receptacles 2 installed along the masonry 37 corresponding to the Arrangement of the connection elements 1 in the concrete cantilever plate 6 are spaced. This is done in the mold manufacturing concrete ceiling 9 manhole-shaped casings used, which after pouring the ceiling 9 edges Form recesses in the area of masonry 37. On this The pre-assembled tension elements 10 are the formwork individual receptacles 2 set such that the open end of the cylindrical housing 27 substantially Close flush with the inside of the formwork.
  • the Tension rods 29, which on the cylindrical housing 27 on the outside are welded to the iron reinforcement of the concrete ceiling 9 connected. Accordingly, the pressure element 11 becomes everyone Receiving device 2 connected to the iron reinforcement, wherein the pressure receiving plates 36 also on the inside of the Formwork applied.
  • the concrete cantilever plate 6 by means of a not shown Lifting device (e.g. a construction crane) on the front of the ceiling attached and then the tension elements 10 of the Receiving devices 2 by means of the coupling counterparts, i.e. the welded to the armature 33 screw sleeves 12 with the Drawbars 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.
  • a not shown Lifting device e.g. a construction crane
  • the tension elements 10 of the Receiving devices 2 by means of the coupling counterparts, i.e. the welded to the armature 33 screw sleeves 12 with the Drawbars 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.
  • the mounting bracket system according to the second embodiment has essentially two to the first embodiment Differences on.
  • the height adjustment device 17 of the connection element 1 has one in cross-section according to FIG. 2b U-shaped Support base 38 which around the lower push rod 4a Connection element 1 engages and on its upper web section 38a is provided with a vertical through hole 39.
  • a screw bolt 40 free slidably inserted, the one end with the Push rod 4a between those extending downward Legs 38b of the U-shaped support base 38 is welded.
  • a screw nut 41 is located on the screw bolt 40 turned up, which abuts the web portion 38a.
  • the other, the upper end of the bolt 40 is also at the bottom the tie rod 3a of the connecting element 1 in the area between the two weld points of the transverse force rods 5a welded.
  • 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, in particular, of 2c can be seen from two edgewise and in Rectangular parallel spacing Metal plates 42, which at a lower edge portion by a web plate 43 welded to it are connected to one another. There is one on each of the outer sides of the two metal plates 42 Tension rod 29 welded from structural steel. On the rear edges of the Metal plate 43 is a power transmission plate 31, in which formed a transverse (horizontal) elongated hole is. Through the slot is the front edge of the Coming metal plates 43, an anchor 33 in the form of a Extruded metal profile, at its rear end section a stop plate 34 is welded. At the front of the Anchor 33 is welded to a screw sleeve 12.
  • the fixing process of the concrete cantilever plate 6 according to the second Embodiment also takes place in the same way, as in the first embodiment, but the Support forces exerted by the height adjustment devices 17 are recorded, not as in the first embodiment exclusively in the tie rods 3a but evenly in the Tension and compression rods 3a, 4a of the connection elements 1 be passed on.
  • the nut 41 is rotated the bearing force over the U-shaped support base 38, the Nut 41 and the bolt 40 as a compressive force in the underside of the tie rod 3a and as a tensile force in the Top of the push rod 4a is initiated.
  • the bending moments in the tension and compression rods 3a, 4a Connection elements 1 compared to the first embodiment reduced and thus the deformation of the connection elements 1 decreased. This in turn reduces the level of necessity Height adjustment.
  • FIGS. 3a and 3b A third preferred embodiment of the invention will described below with reference to FIGS. 3a and 3b, also essentially only the different ones Design features is discussed and also with the Components similar components above the same reference numerals are given.
  • connection element 1 of the mounting bracket system from an upper Drawbar 3a, which at one end with a External screw thread 7 is provided and a lower Push rod 4a, which in this embodiment on both Each end is provided with a pressure receiving plate 14 and the over two shear bars 5a with the upper tie rod 3a in Parallel distance is connected.
  • the shear bars 5a have 3a essentially turned upside down L-shaped shape, with two each longitudinally spaced points with the upper tie rod 3a are welded. With the lower push rod 4a they are only connected via a welding spot.
  • an angle flat iron 5b provided that on the underside of the tie rod 3a in the area between the longitudinally spaced welding points of the Shear bars 5a is welded.
  • the angle flat iron 5b extends into a blunt crease Direction to a pressure receiving plate 14 of the push rod 4a on the side of the coupling piece, i.e. of the external screw thread 7 of the upper tie rod 3a and is with this pressure receiving plate 14 on the side opposite to the push rod 4a welded.
  • the length of the flat angle iron 5b is included dimensioned such that it is in a central section of it welded pressure receiving plate 14 of the push rod 4a ends, so that a continuous under the angle flat iron 5b outer contact surface on the pressure receiving plate 14 remains.
  • the receiving device 2 also consists of a tension element 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 each of a rectangular shape, on the narrow Bottom edges of a web plate 45 connecting the metal plates 44 is welded, making a U-shaped cross section Flat steel profile is created.
  • On the rear edges of the Metal plate 44 in the area of the web plate 45 is one Pressure distribution plate 46 welded perpendicular to the Web plate 45 is aligned.
  • the Trailing edges of the metal plates 44 in their web plate 45 opposite upper area also one Force absorption plate 47 similar to the pressure distribution plate 46 welded, but one in its central section Has through hole. Are at the level of this through hole a pull rod 29 on the outer sides of the metal plates 44 welded, as can be seen in particular from FIG. 3b is.
  • connection elements 1 in the mold of the concrete cantilever plate 6 used are also a number of in the third embodiment Connection elements 1 in the mold of the concrete cantilever plate 6 used, plastic sleeves 16 of the connecting elements 1 flush on one end of the cantilever plate 6 should. After pouring out the mold and hardening the concrete the mold molds removed, then, as in the Fig. 3a can be seen, the pull and push rods 3a, 4a and the shear bars 5a of the connecting elements 1 partially and Angle flat iron 5b of each connection element 1 completely protrude the concrete cantilever 6 laterally.
  • the invention relates to a method for assembling a Precast concrete part on a part of a building as well Mounting bracket system for performing the method.
  • the method provides for connecting elements with one each Coupling piece in the prefabricated component and receiving devices to install on site in the building part before then the prefabricated component by coupling the Connection elements with the correspondingly shaped Assemble mounting devices.
  • the connector and the for this purpose externally trained 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)
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
DE19928757A DE19928757C2 (de) 1999-06-23 1999-06-23 Montageträgersystem und Verfahren zur Montage eines Fertigbauteils an einem Gebäudeteil
DE19928757 1999-06-23

Publications (3)

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

Family

ID=7912259

Family Applications (1)

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

Country Status (5)

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

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1484456B1 (fr) * 2003-06-06 2007-10-24 Jan Wind Bâtiment préfabriqué, élément de construction pour un tel bâtiment préfabriqué, procédé de fabrication pour un élément de plancher et procédé pour l'extension d'un bâtiment
CN111733974A (zh) * 2020-06-24 2020-10-02 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
EP4571001A1 (fr) * 2023-12-14 2025-06-18 SCHÖCK BAUTEILE GmbH Améliorations apportées à un couplage en porte-à-faux d'une dalle en béton préfabriqué à un élément de construction en béton
CN121473456A (zh) * 2026-01-09 2026-02-06 佛山大学 压缩浇筑再生混凝土预制梁柱安装结构及其施工方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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.

Family Cites Families (3)

* 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
DE19630552C2 (de) * 1996-07-18 1999-02-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1484456B1 (fr) * 2003-06-06 2007-10-24 Jan Wind Bâtiment préfabriqué, élément de construction pour un tel bâtiment préfabriqué, procédé de fabrication pour un élément de plancher et procédé pour l'extension d'un bâtiment
CN111733974A (zh) * 2020-06-24 2020-10-02 浙江长锦建设有限公司 一种钢结构支架
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
EP4571001A1 (fr) * 2023-12-14 2025-06-18 SCHÖCK BAUTEILE GmbH Améliorations apportées à un couplage en porte-à-faux d'une dalle en béton préfabriqué à un élément de construction en béton
NL2036530B1 (en) * 2023-12-14 2025-06-27 Schoeck Bauteile Gmbh Improvements in cantilevered coupling of a precast concrete slab to a concrete building element
CN121473456A (zh) * 2026-01-09 2026-02-06 佛山大学 压缩浇筑再生混凝土预制梁柱安装结构及其施工方法
CN121473456B (zh) * 2026-01-09 2026-04-03 佛山大学 压缩浇筑再生混凝土预制梁柱安装结构及其施工方法

Also Published As

Publication number Publication date
DK1063361T3 (da) 2005-06-27
DE50009699D1 (de) 2005-04-14
ATE290629T1 (de) 2005-03-15
DE19928757C2 (de) 2001-11-08
EP1063361A3 (fr) 2002-01-09
EP1063361B1 (fr) 2005-03-09
DE19928757A1 (de) 2001-02-01
PT1063361E (pt) 2005-06-30

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