EP1126092A1 - Support de montage - Google Patents
Support de montage Download PDFInfo
- Publication number
- EP1126092A1 EP1126092A1 EP01103927A EP01103927A EP1126092A1 EP 1126092 A1 EP1126092 A1 EP 1126092A1 EP 01103927 A EP01103927 A EP 01103927A EP 01103927 A EP01103927 A EP 01103927A EP 1126092 A1 EP1126092 A1 EP 1126092A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- mounting bracket
- bracket system
- building
- receiving device
- cantilever
- 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- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
-
- 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 self-supporting platforms, for example Concrete cantilever slabs as prefabricated components according to the generic term of claim 1.
- Mounting support systems of this type essentially serve for installing concrete platforms, for example prefabricated concrete cantilever slabs by face Connect the concrete cantilever panels directly to the ceilings and / or walls of a building.
- prefabricated components can of course also, for example, prefabricated stairs especially prefabricated concrete stairs outdoors or also Fire escapes to be by the generic Mounting bracket systems are mountable.
- This mounting bracket has an upper part consisting of a central connecting rod, preferably made of steel the two ends of each two about 70 cm long Tie rods parallel to each other and in one direction Connecting rod aligned, welded or are screwed on. Furthermore, the mounting bracket has one Lower part consisting of a steel pressure rod formed, at its two ends pressure receiving plates are welded on. The pressure rod is along two spaced areas slightly bent upwards, which two outer, sloping towards the top Bar sections and a central, parallel to the The upper part of the aligned bar section is created. The Lower part and the upper part of the known mounting bracket are connected to each other by cross bars, which on the central connecting rod of the upper part and the welded central rod section of the lower part are.
- This cuff is essentially a rectangular body attached to its Pages each have a receptacle or a connection for one Heat and / or soundproofing board, for example Forms styrofoam.
- a prefabricated balcony element for example is used in the manufacture of a balcony platform serving concrete cantilever plate a number of the above poured the described assembly girder into the concrete, such that the tie rods as well as the one Push rod section including the associated pressure plate on one side of the upper and lower part when pouring the Precast concrete component are embedded in the concrete.
- the tie rods as well as the other Push rod section on the other side of the top and Lower part of this end of the concrete cantilever plate free protrude.
- This cast concrete slab is now on site i.e. assembled on the building site by the Slab on the wall or the front of the partially finished concrete ceiling and then using a scaffold is supported and adjusted.
- Recesses or shafts have already been made in the Ceiling or the wall of the building in which the tension and compression bars during the above Adjustment process. Then these Recesses also poured out with concrete in order to Curing the concrete a firm connection between the Tension rods and compression rods as well as the ceiling or wall to manufacture.
- the finished component For mounting the prefabricated component on the building on site the finished component only needs to be building part-side receptacles in position to be brought. Then the connection elements engaged with the receptacles, whereby the prefabricated component is finally assembled on the building.
- connection element preferably has a tension rod and a pressure bolt, whereas the connection element on Building a tension rod cradle and one has pressure plate attached on the face.
- the tension rod is inserted into the Push rod holder inserted and by screwing or bolted bolts.
- the invention therefore consists in, at least the finished part protruding end section of the Connection element with one in the vertical direction to provide or form a rigid cantilever element, which can be inserted into the receiving device.
- the receiving device has at least one in the front Front edge area of the building part a lower Print surface and at least in the rear interior of the building part an upper pressure support area.
- To Insert the rigid in the vertical direction Cantilever element in the receiving device is this through the load on the concrete cantilever between the front lower and rear upper pressure support areas clamped and the resulting frictional connection secured against slipping out.
- the mounting bracket system according to the invention thus avoids the previously necessary arrangement of a Pressure recording device and thus reduces the Assembly steps on site by simply plugging in the Cantilever element in the building-side receiving device.
- an adjusting device on the building-side cradle for one Tilt and / or height adjustment of the prefabricated component be provided with respect to the part of the building. It has proved to be advantageous in that the adjusting device according to claim 5 in the area of the upper rear Print bed is arranged or the Print support surface itself forms. The lower one Print bed area can become a vertical tab be formed around which the cantilever element at a corresponding actuation of the adjusting device in Height direction swiveled.
- This vertical projection can according to claim 11, a locking element for a Locking the rigid cantilever in the Form receiving device, which in a corresponding Recess or a recess on a lower edge of the Cantilever sounds.
- the mounting bracket system prefabricated component-side connection element 10 and a building part-side receiving device 20, which as a external component is formed for the connection element 10.
- the connecting element 10 consists essentially of a Tension rod 1, a compression rod 2 and a transverse force receiving strut 3, which the tension rod 1 and in Height distance and arranged parallel to the tension rod 1 Pressure rod 2 connects.
- the tension and compression rod 1, 2 forms on one End section (left end according to FIG. 1) an anchoring, which can be poured into the finished component F.
- the shear-absorbing strut 3 is one Cuff 4 arranged which is vertical to the pull and Compression rod 1, 2 runs, and which of the tension and compression rod 1, 2 and from the cross strut 3 is positioned.
- a sword-shaped plate component 5 On the projecting ends of the tension and compression rod 1, 2 is a sword-shaped plate component 5 in a vertical orientation welded to its upper and lower edge.
- This plate component 5 forms a thrust plate for receiving Bending and vertical forces.
- the plate member 5 has for this in its side view according to FIG. 1 a essential parallelogram-like shape, with this Execution is of course not limited to the form of a parallelogram but also e.g. can be rectangular and dominates the compression and tension rod 1, 2 in the longitudinal direction.
- the receiving device 20 is on the part of the building in the present case from four tie rods 6, 6 '; 7,7 ', which at their one end portions (right end) one for example in a concrete ceiling of a building G Form anchoring that can be cast in concrete.
- Each tie rod 6, 6 '; 7, 7 ' has an approximately 90 ° bend at its other end 8, 8 '; 9, 9 'with a predetermined radius.
- each Tie rods 6, 6 '; 7, 7 'in pairs over one each Platen 11, 12 spaced from each other connected.
- each one has a rectangular top view Platen 11, 12 two through holes on, in the tie rods 6, 6 '; 7, 7 'in the end region of their respective bends 8, 8 '; 9, 9 'inserted and in it are welded.
- the platen 11, 12 or their Support surfaces are thus parallel to the tie rods 6, 6 '; 7, 7 'aligned in the horizontal direction.
- the receiving device 20 is such trained that the two, by means of the two Platen plates 11, 12 each coupled Tie rod pairs in vertical distance to each other and lengthways staggered and reversed to each other. That is, the upper pair of tie rods 6, 6 'is such is arranged that the bends 8, 8 'of the two Tie rod rods 6, 6 'extend downward, causing the pressure platen 11 welded to it in a lower one Arranged area of the receiving device 20.
- the other pair of tie rods 7, 7 'in the opposite direction arranged so that the Bends 9, 9 'of the two tie rods 7, 7' in extend substantially vertically upwards, whereby the pressure platen 12 welded to it in one arranges the upper region of the receiving device 20.
- the lower platen 11 and the upper Platen 12 are also along the Tie rods 6, 6 '; 7, 7 'offset such that the lower train support plate 11 towards the front of the Building part G, in the present case the concrete ceiling, in front of the upper one Arranged pressure platen 12. That way you can Bending forces as two oppositely aligned Compressive forces in the bends 8, 8 '; 9, 9 'of the two Tie rod pairs 6, 6 '; 7, 7 'initiated and by the predetermined radius of the bends as horizontal Tensile forces in the tie rods 6, 6 '; 7, 7 'in that Building part G are transferred.
- FIGS. 1 and 3 is at least in the rear upper platen 12 essentially midway between the two of it welded tie rods 6, 6 'a threaded hole formed, in which an adjusting screw 13 is screwed.
- front platen 11 is between one of the two tie rods 7, 7 'welded to it additional plate 14 welded, which a Protrusion pad forms.
- one Concrete cantilever is made in a formwork shaped reinforcement cages used to which in one predetermined distance from each other along the future Front of the prefabricated component F a number of Mounting bracket systems, i.e. a number of Connection elements 10 are attached.
- a number of Mounting bracket systems i.e. a number of Connection elements 10 are attached.
- the Tension and compression rods 1, 2 of each connection element 10 with the welded reinforcement cages behind it or wired.
- the formwork with Poured concrete whereby the tension and compression rods 1, 2 Anchor firmly within the finished component F.
- part G preferably the concrete ceiling, this is with a Number of recesses or shafts 15 formed, the by the same amount as the connection elements 10 am Finished component F are spaced apart.
- the shafts can be boarded up with metal boxes.
- the four tie rods 6, 6 '; 7, 7 'in the manner described above, i.e. opposite shifted to each other and in the longitudinal direction against each other on the reinforcement cages (not shown further) Anchored concrete ceiling.
- the finished component F is only in the area of positioned front end of the concrete ceiling, such that the connection elements 10 are opposite each other Arrange receptacles 20. Then that will Finished component moved in the horizontal direction, with the sword-like thrust plates 5 in the Receivers 20, i.e. between the front lower and rear upper pressure plates 11, 12 and the four tie rods 6, 6 '; 7, 7 ', until the sword-like thrust plates 5 on the strike the rear wall of the shafts 15 or a predetermined distance between the cuffs 4 and front end of the concrete ceiling is achieved.
- the adjusting screws 13 are on the upper rear platen 12 each Recording device 20 actuated, whereby the Adjusting screws 13 on the upper edges of each thrust plate Apply 5 and exert a pressure force on this. Will the Adjusting screw 13 of each receiving device 20 further screwed in, the respective push plate 5 pivots about lower front platen 11 or the one thereon welded projection plate 14, whereby the Finished component F is also pivoted. To this The positional and angular relationship of the prefabricated component can F can be adjusted with respect to the building ceiling.
- the invention relates to a mounting bracket system for Fastening a prefabricated component F to a building part G with a precast element 10 and a building part-side receiving device 20.
- Das Connection element 10 forms on it from the prefabricated component F projecting section in the vertical direction rigid cantilever element 5, which in the receiving device 20 can be inserted.
- the receiving device 20 has Transfer of the resulting bending forces into the part of the building G as pressure forces at least in the front end edge area of the building part G a lower print run 11 and at least in the rear interior of the building part G a upper print run 12.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE10007451 | 2000-02-18 | ||
| DE2000107451 DE10007451A1 (de) | 2000-02-18 | 2000-02-18 | Montageträgersystem |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| EP1126092A1 true EP1126092A1 (fr) | 2001-08-22 |
Family
ID=7631441
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP01103927A Withdrawn EP1126092A1 (fr) | 2000-02-18 | 2001-02-16 | Support de montage |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP1126092A1 (fr) |
| DE (1) | DE10007451A1 (fr) |
Cited By (2)
| 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. |
| EP2410096A3 (fr) * | 2010-07-19 | 2014-03-19 | SCHÖCK BAUTEILE GmbH | Dispositif de coffrage et procédé de formation d'un évidement pendant le coulage d'un composant |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0685613A1 (fr) * | 1994-06-03 | 1995-12-06 | F.J. Aschwanden AG | Dispositif de reprise et de transfert d'efforts tranchants entre deux éléments de construction |
| DE19501277A1 (de) | 1995-01-18 | 1996-09-26 | Dennert Kg Veit | Beton-Fertigteil-Balkon |
| DE19806164A1 (de) * | 1998-02-14 | 1999-08-19 | Schoeck Bauteile Gmbh | Trittschalldämmendes Auflagerelement |
-
2000
- 2000-02-18 DE DE2000107451 patent/DE10007451A1/de not_active Withdrawn
-
2001
- 2001-02-16 EP EP01103927A patent/EP1126092A1/fr not_active Withdrawn
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0685613A1 (fr) * | 1994-06-03 | 1995-12-06 | F.J. Aschwanden AG | Dispositif de reprise et de transfert d'efforts tranchants entre deux éléments de construction |
| DE19501277A1 (de) | 1995-01-18 | 1996-09-26 | Dennert Kg Veit | Beton-Fertigteil-Balkon |
| DE19806164A1 (de) * | 1998-02-14 | 1999-08-19 | Schoeck Bauteile Gmbh | Trittschalldämmendes Auflagerelement |
Cited By (3)
| 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. |
| EP2410096A3 (fr) * | 2010-07-19 | 2014-03-19 | SCHÖCK BAUTEILE GmbH | Dispositif de coffrage et procédé de formation d'un évidement pendant le coulage d'un composant |
| US8875458B2 (en) | 2010-07-19 | 2014-11-04 | Schock Bauteile Gmbh | Molding arrangement and method for creating a recess when casting a part |
Also Published As
| Publication number | Publication date |
|---|---|
| DE10007451A1 (de) | 2001-08-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
| AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
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| AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
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| AKX | Designation fees paid |
Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
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| RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: SCHOECK ENTWICKLUNGSGESELLSCHAFT MBH |
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| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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| 18D | Application deemed to be withdrawn |
Effective date: 20020223 |