EP1126091A2 - Support de montage et procédé utilisant ce support pour monter un élément préfabriqué sur une partie de bâtiment - Google Patents
Support de montage et procédé utilisant ce support pour monter un élément préfabriqué sur une partie de bâtiment Download PDFInfo
- Publication number
- EP1126091A2 EP1126091A2 EP01103926A EP01103926A EP1126091A2 EP 1126091 A2 EP1126091 A2 EP 1126091A2 EP 01103926 A EP01103926 A EP 01103926A EP 01103926 A EP01103926 A EP 01103926A EP 1126091 A2 EP1126091 A2 EP 1126091A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- building
- mounting bracket
- component
- tension
- bracket system
- 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- Withdrawn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
- 238000000034 method Methods 0.000 title claims abstract description 13
- 230000008878 coupling Effects 0.000 claims abstract description 20
- 238000010168 coupling process Methods 0.000 claims abstract description 20
- 238000005859 coupling reaction Methods 0.000 claims abstract description 20
- 239000000725 suspension Substances 0.000 claims abstract description 4
- 239000004567 concrete Substances 0.000 claims description 68
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 230000006835 compression Effects 0.000 claims description 12
- 238000007906 compression Methods 0.000 claims description 12
- 239000011440 grout Substances 0.000 claims description 5
- 238000009413 insulation Methods 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 7
- 238000009415 formwork Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 239000011178 precast concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports
Definitions
- the present invention relates to a mounting bracket system according to the preamble of claim 1 and a Method for fastening a prefabricated component in particular using a concrete cantilever slab on a part of a building an assembly support system according to the invention.
- 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.
- 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 Tension 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 both ends of the 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.
- a kind of sleeve or cage made of plastic provided that is perpendicular to the tension rods and the Push rod of the upper and lower part extends while doing so the central bar section and the central one Connecting rod connects to each other.
- That 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 tension 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.
- a balcony platform serving concrete cantilever plate a number of the above poured the described assembly girder into the concrete, such that the tension 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.
- To Completion of the concrete platform closes the side edge the cuff on one end of the concrete cantilever flush, with the tension 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 mounting bracket system therefore has a precast component-side connection element with at least one tensile component, a compressible component as well as a shear-absorbing strut.
- the tensile component has a free one End, which should protrude beyond the prefabricated component Coupling piece.
- one is on the part of the building Receiving device provided with at least one Traction element, which has a coupling counterpart that with the coupling piece of the connection element during assembly the prefabricated component brought into engagement with the building part becomes.
- the coupling piece and the coupling counterpart are designed according to the invention as a suspension device. When mounting, the coupling piece is thus only in the coupling counterpart of the building part Mounted cradle without screwing are necessary.
- the coupling piece as a hook or Anchor and the coupling counterpart as an eyelet or Loop or an undercut forming Form locking element.
- Mounting bracket systems are according to the sibling Claim 14 the following process steps carry out:
- an end plate is preferably made of steel, which is provided with holes or slots on which from the Building elements protruding plugged on. Then the faceplate is in relation to the Connection side of the part of the building aligned by their Tilt position in the vertical and / or horizontal direction by means of screwed to the part of the building itself supporting adjusting screws is adjusted. As soon as the Faceplate has assumed the correct position a gap that forms between the Face plate and the connection side of the building part preferably poured out by grout, the then sufficient time for curing is given. After the grout has hardened, the building element-side tension elements in the hook or anchor of Suspended components on the finished component side and thereby the pressure-resistant components, which from the Project the finished component, supported on the front edge. Finally, stop nuts, which are the hooks or Anchor on the tensile components of the prefabricated component hold on tight and the tensile components at their free ends also against the face plate in Plant brought.
- the mounting bracket system according to a first embodiment of the invention from a prefabricated component-side connector 10 and one building part-side receiving device 20.
- connection element has a component 1 that can be subjected to tensile stress here in the form of a tension rod, which on its one End (left end according to FIG. 1) in the finished component F, for example, a concrete cantilever slab is anchored. Therefor is the tension rod 1 at one end on reinforcement cages of the finished component F welded or with these wired.
- a pressure-resistant component 2 in the form of a pressure rod provided that also preferably in the finished part F. by welding or wiring to the reinforcement cages is anchored.
- the compression rod 2 and the tension rod 1 are connected by cross struts 3, which on the Tension and compression rod 1, 2 are welded and thus the Fix the height distance between the two bars.
- a sleeve 4 arranged which sections the tension and compression rod 1, 2 and the cross struts 3 encloses and as Connection element for fastening insulation and heating panels (not shown further) serves.
- the compression rod 2 has one at its free outer end Pressure receiving plate 5, which at the end of the pressure rod 2nd is welded on.
- the pull rod 1 has its free outer end an external thread, via which a tie rod 6 can be moved freely in the longitudinal direction and by means of a stop screw 7, which on the external thread is turned up, is secured against falling off.
- the tie rod 6, according to the figure 2 in top view can be seen forms two attack sections, the left and are equally spaced to the right of the pull rod 1.
- Adjacent to the sleeve 4 is a concrete body 8 molded in such a way that the pressure plate 5 of the pressure rod 2 is completely enclosed by the concrete body 8.
- a recess 9 provided, into which the free end of the tension rod 1 including the tie rod 6 and the stop nut 7 protrudes and thus remains freely accessible from the outside.
- the receiving device 20 here consists of two Steel cables 11, 11 'arranged parallel to one another which are formed into a closed ring.
- the two Steel cables 11, 11 ' which are parallel to each other cast in part G of the building, in the present case a concrete ceiling protrude from the front at their front section in front of the concrete ceiling, as in particular in FIG see is.
- the steel cables 11, 11 'can preferably also be used the reinforcement cages of the reinforced concrete ceiling to an even better anchorage in the concrete ceiling guarantee.
- the assembly of the prefabricated component F on the building part G, in the present case the reinforced concrete ceiling using the Mounting bracket system according to the first embodiment is carried out as follows:
- connection elements 10 In the manufacture of the prefabricated component F, that is Mounting bracket system, i.e. the connecting element 10 with the Reinforcement cages of the prefabricated component F connected and such applied to the formwork of the prefabricated component that after Hardening the prefabricated material, preferably the Concrete, the cuff 4 directly on one End face of the finished component F connects. In doing so a plurality of connection elements 10 along one Arranged end face of the prefabricated component, as in the Fig. 2 can be seen. After the prefabricated component F with concrete is poured and hardened, the formwork removed, then the concrete body 8 to the free ends of the push and pull rod 2, 1 and Cross braces 3 cast along the prefabricated component becomes. This creates a compact component in itself which already has the connection elements 10 and the sound and thermal insulation are integrated.
- the receiving devices 20 anchored in this, by the steel cables in the manufacture of the concrete ceiling 11, 11 'each of the along the connection side of the ceiling spaced receiving devices with the Reinforcement cages are connected and then the Concrete ceiling is concreted.
- Figures 3 to 5 is a second embodiment of the present invention, which is in essential due to the special preparation and Formation of the part 20 on the side of the building differs from the first embodiment of the invention.
- FIG. 3 there is the part of the building Receiving device 20 according to the second Embodiment of the invention from an end plate 21st for example with a T-profile, in which a number of Threaded holes machined at a distance from each other are. Adjusting screws 19 are in the threaded holes turned in.
- the end plate 21 itself has a length corresponding to that Face length of the prefabricated component F and a height according to the thickness of the prefabricated component or Concrete surface.
- the face plate 21 itself also has an attachment option 18 the an adjustment bar 17 are temporarily attached can.
- the area in FIG. 4 is not further shown tension elements of the receiving device 20th Bores or slots 16 attached.
- connection element 10 on the finished component side has in Agreement to the construction according to the first Embodiment of the invention, the pull rod 1, the an end section is anchored in the finished component F.
- connection element 10 also has a Anchored the finished component as described above Pressure rod 2, the one welded to it Cross struts 3 is firmly connected to the tension rod 1 and is kept at a predetermined parallel distance.
- the cuff 4 is preferably made of plastic, which the tension and compression rod 1, 2 and the two Cross struts 3 sections firmly and flush on one end of the prefabricated component F is present. In this case, too, the cuff 4 is used Recording and mounting of heat and sound insulation panels, which are not shown in the figures.
- a tie rod 6 arranged either as in the first embodiment fixed by means of a stop nut 7 or at the end of the Tension rod 1 is welded.
- a pressure plate 5 At the front of the Push rod 2 is also the same as in the first Embodiment welded a pressure plate 5. How can be seen from Figures 4 and 5, the train and ends the pressure rod 1, 2 on a vertical, i.e. perpendicular to the surface of the finished component F. Level.
- the tension elements 11, 11 ' are, for example, in concrete ceiling Form of the steel cables described above or simple steel tie rods on the reinforcement cages of the Fixed concrete ceiling and then during the Concrete poured in concrete.
- the end plate 21 to the front end of the concrete ceiling, covering itself over the Adjusting screws 19 are supported on the end face.
- the one in the present case is a T-profile Face plate 21 via its web 15 on a concrete ceiling supporting walls.
- By adjusting the top and lower and longitudinally spaced adjusting screws 19 can the inclination position of the end plate 21, which is preferably made of steel with respect to Face of the concrete ceiling in both vertical and in horizontal direction can be set as desired.
- the adjustment crossbar will simplify adjustment work in advance 17 attached to the face plate 21 to the tilt position to determine the face plate more precisely.
- the end plate 21 falls down from the masonry prevent, are as already mentioned Bores or slots 16 in the face plate 21 formed by which the tension elements 11, 11 ', or the pulling element sections protruding from the concrete ceiling are pushed through.
- the prefabricated component is then assembled on site, i.e. immediately on site. For this, the The finished component is aligned with the concrete ceiling and then the through the slots or holes 16 of the End plate 21 projecting tension elements 11, 11 'on the tie rod 6 each attached.
- the tie rods 6 to the tie rods 1 on the connecting element side are as the front side formed on the tie rods 1 welded plates, in which slots 14 are formed.
- the tension rods 11, 11 'of the hook-in process Cradles simply into the slots 14 of the Tie plate 6 inserted, the stop nuts 7 of the building part-side tension rods 11, 11 ' Undercut tie rod plates 6.
- the pressure rods 2 are supported on it welded pressure plates 5 on the end plate 21 and on the web 15 of the T-profiled end plate 21. This allows vertical forces on the web 15 of the End plate 21 are transferred into the masonry.
- the ends lie the connecting element-side pressure rods 2 and tension rods 1 in a plane perpendicular to the surface of the finished component F, so that ultimately the tilt position of the Prefabricated component F with respect to the concrete ceiling of the Tilt position of the end plate 21 with respect to Concrete ceiling depends.
- a readjustment of the inclination as well Height position of the prefabricated component F on site after the Final assembly of the end plate 21 on the concrete ceiling is thus no longer possible or only possible to a limited extent. In reverse are assembly errors after completion of the Concrete ceiling together with the associated face plate 21 practically not more is possible.
- the Formwork panels in the face area of the concrete ceiling be formed with openings through which the steel cables are then carried out after concreting the Blanket and then stripping from the front to protrude from the ceiling.
- you can also in the area of the steel cables before the concreting process Shafts forming cups or sleeves e.g. made of plastic or another material on the formwork panels fastened or created that have an opening or a Each have slot, so that the steel cables in these cups are inserted and rolled up in them can. In this case the drilling is Formwork panels not necessary.
- the invention thus relates to a mounting bracket system a connection element 10 on the finished component side and one building part-side receiving device 20 each one Have coupling or a coupling counterpart, which form a suspension device. Furthermore concerns the invention an assembly method using the Mounting bracket system, which the attachment and Alignment of a metal end plate 21 on the Provides connection side of the building part G, whereby the Inclination position of the connected and fully assembled prefabricated component F can be predetermined.
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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)
- Vehicle Body Suspensions (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE10007450 | 2000-02-18 | ||
| DE2000107450 DE10007450A1 (de) | 2000-02-18 | 2000-02-18 | Montageträgersystem sowie Verfahren zur Befestigung eines Fertigbauteils an einem Gebäudeteil unter Verwendung des Montageträgersystems |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1126091A2 true EP1126091A2 (fr) | 2001-08-22 |
| EP1126091A3 EP1126091A3 (fr) | 2001-10-04 |
Family
ID=7631440
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP01103926A Withdrawn EP1126091A3 (fr) | 2000-02-18 | 2001-02-16 | Support de montage et procédé utilisant ce support pour monter un élément préfabriqué sur une partie de bâtiment |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP1126091A3 (fr) |
| DE (1) | DE10007450A1 (fr) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102009033779A1 (de) * | 2009-07-17 | 2011-01-20 | Schöck Bauteile GmbH | Verfahren und Vorrichtung zum nachträglichen Anfügen eines vorkragenden Außenteils an ein bestehendes tragendes Gebäudeteil |
| CN104251041A (zh) * | 2014-03-27 | 2014-12-31 | 长沙远大住宅工业集团有限公司 | 预制件钢筋的连接组件 |
| WO2015162507A1 (fr) * | 2014-04-22 | 2015-10-29 | B&R N.V. | Dispositif et procédé d'ancrage d'un élément en porte-à-faux à une construction |
| 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 |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008037404A1 (fr) † | 2006-09-25 | 2008-04-03 | Max Frank Gmbh & Co. Kg | Construction en béton armé pour un bâtiment, et procédé permettant d'ériger ladite structure |
| ES2605598T3 (es) | 2012-01-23 | 2017-03-15 | Vastint Hospitality B.V. | Panel prefabricado para un edificio |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29917220U1 (de) * | 1999-09-30 | 2000-01-13 | Mea Meisinger Stahl und Kunststoff GmbH, 86551 Aichach | Montageträgersystem mit Einbauhilfe |
-
2000
- 2000-02-18 DE DE2000107450 patent/DE10007450A1/de not_active Withdrawn
-
2001
- 2001-02-16 EP EP01103926A patent/EP1126091A3/fr not_active Withdrawn
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102009033779A1 (de) * | 2009-07-17 | 2011-01-20 | Schöck Bauteile GmbH | Verfahren und Vorrichtung zum nachträglichen Anfügen eines vorkragenden Außenteils an ein bestehendes tragendes Gebäudeteil |
| 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 |
| CN104251041A (zh) * | 2014-03-27 | 2014-12-31 | 长沙远大住宅工业集团有限公司 | 预制件钢筋的连接组件 |
| WO2015162507A1 (fr) * | 2014-04-22 | 2015-10-29 | B&R N.V. | Dispositif et procédé d'ancrage d'un élément en porte-à-faux à une construction |
| BE1021992B1 (nl) * | 2014-04-22 | 2016-02-02 | B&R Nv | Inrichting en werkwijze voor het verankeren van een uitkragend element aan een constructie |
| US10227769B2 (en) | 2014-04-22 | 2019-03-12 | B&R N.V. | Device and method for anchoring an overhanging element to a construction |
| EA032184B1 (ru) * | 2014-04-22 | 2019-04-30 | Биэндар Н.В. | Устройство и способ крепления консольного элемента к сооружению |
| AU2015249488B2 (en) * | 2014-04-22 | 2019-09-12 | B&R N.V. | Device and method for anchoring an overhanging element to a construction |
Also Published As
| Publication number | Publication date |
|---|---|
| DE10007450A1 (de) | 2001-08-30 |
| EP1126091A3 (fr) | 2001-10-04 |
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