EP0786565B1 - Tragvorrichtung - Google Patents
Tragvorrichtung Download PDFInfo
- Publication number
- EP0786565B1 EP0786565B1 EP96120830A EP96120830A EP0786565B1 EP 0786565 B1 EP0786565 B1 EP 0786565B1 EP 96120830 A EP96120830 A EP 96120830A EP 96120830 A EP96120830 A EP 96120830A EP 0786565 B1 EP0786565 B1 EP 0786565B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- girder
- housing
- supporting device
- receptacle
- carrier
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 238000007789 sealing Methods 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 10
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 239000003063 flame retardant Substances 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 11
- 238000009415 formwork Methods 0.000 description 10
- 238000010276 construction Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 3
- 239000000969 carrier Substances 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000011513 prestressed concrete Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 235000020004 porter Nutrition 0.000 description 1
- 238000004382 potting Methods 0.000 description 1
- 102000012498 secondary active transmembrane transporter activity proteins Human genes 0.000 description 1
- 108040003878 secondary active transmembrane transporter activity proteins Proteins 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure
Definitions
- the invention relates to a carrying device according to the preamble of claim 1.
- Support devices for attaching components to walls are known in various forms. They are two-part carriers for fastening stair landings to building walls known that have a carrier that is from a carrier recording is recorded. This carrier is usually structure-borne sound insulation, so that no structure-borne noise from the stair landing can be transferred to the building wall.
- the carrier intake is in the areas that come into contact with the building wall, accordingly insulated.
- anchoring a stair landing is as follows proceed. First of all, the beam is inserted into the building wall admitted. Because stairwells are often made of in-situ concrete will simply be the beam holder in the formwork anchored and then poured the in-situ concrete.
- the carrier can also be in a Brick wall to be installed.
- Appropriate support devices are not only used for anchoring used by stair landings, but also for connection any cantilever plates and other components.
- a carrying device is known from DE-A-21 28 548, which has two extendable straps. These are carriers extendable stored in a housing and can be in a appropriate carrier holder are pushed out to for example, a prestressed concrete ceiling on a wall anchor.
- the carrier holder is in the wall provided and the component having the carrier in one Prestressed concrete ceiling arranged.
- For the carrier are in the Corresponding bearing plates are provided for the carrier mount.
- the the housing housing the carrier are relative massive steel frame made of a variety of welded plates is formed.
- the invention has for its object a To create a support device by means of loads such as Components or the like in a simple manner can be anchored inexpensively to walls or the like can by designing the element in such a way that on the Construction site as little further construction measures as possible Connection of the anchored load are required.
- the housing can be provided with reinforcing elements in order to Transfer of the occurring forces and improve one To enable lightweight construction of the actual housing.
- That Housing is provided with spacers for alignment. Should that Housing can be poured into a concrete element, so for example, by using this spacer, the housing better the formwork for the concrete element.
- the contact elements can be connected to the housing or by sections of the Housing itself that have been deformed are formed.
- a cap can be closed.
- This marker can also be in the form be executed a hole which is provided in the carrier. If a hole is used, this has the advantage that the The position of the wearer can also be checked without visual contact can, for example, by inserting a suitable mandrel into the bore is introduced. This thorn can be a sign that the Carrier is properly installed, even in the hole remain.
- this can be a contact section with which a control element is brought into contact, that was connected to the carrier.
- the mentioned thorn brought into contact with a plant section be, so that at any time with little effort the correct positioning of the carrier can be checked.
- the carrier can be pulled out of the housing by means of a elongated tension element can be simplified with the carrier connected is.
- a tension element has a flexible band or a leash proven.
- the tension element must be in the rear area of the Carrier, for example, attached to the front of the carrier be facing away from the carrier receptacle. This attachment can be done by means of an end cap that is on the front of the Carrier is applied. The easiest way is the tension element jammed between end cap and carrier.
- a pulling element can also be used to prevent it from falling out to prevent the carrier from the housing. This can be done by Pulling out the carrier unused end of the tension element on Housing are attached so that the carrier only until tightening this end can be pulled out of the housing and thus cannot fall completely out of the housing.
- the tension element is attached to the front of the housing, which faces away from the carrier holder.
- the traction element can be attached to an end cap that is on the front of the housing is applied.
- the carrier can also fall out by means of an im prevents the rear portion of the carrier provided projection be the one with a holding section when moving out the carrier comes into engagement with the housing, of course the path required by the wearer to fully retract into the carrier reception must be guaranteed.
- the carrier is removed from the housing by means of the tension element pulled out, so the free end of the tension element in one Space of the carrier recording are included, so that this is neither must be cut off loosely and possibly other Work impaired.
- the spread of fire across the carrying device can prevented or at least hindered that areas Provide the carrier mount with a fire-insulating material are.
- This material can be under heat swelling material act that in the swollen Condition protects the other components and thus spreads of fire at least hindered or a failure of the Carrier at least delayed due to the effects of fire.
- Appropriate materials can be used in buildings be required to comply with the statutory fire protection regulations to be able to comply.
- the carrier holder can be a cup-like part made of a stable Have material for receiving the other elements. hereby the handling of the beam holder and, if necessary, the installation of the Carrier reception easier, since only a connection of the cup-like part created with the wall or the like must become.
- Figure 1 shows the first embodiment with the extended Beam in longitudinal section.
- Figure 2 shows the second embodiment with the extended Beam in longitudinal section.
- Figure 3 shows the first embodiment in cross section.
- the carrying device shown has two basic components. First, the housing 1, which with the element to be carried in present case a stair landing 3 that only by Outlines is indicated, connected and second, the Carrier receptacle 2, which in the present case is in a building wall 4 of the stairwell, which is also only by a Line on the side of the stair landing 3 is indicated.
- a carrier 11 is received, which in the shown state extended and in the carrier receptacle 2 is introduced. As can be seen from the drawing, it is Internal cross section of the housing 1 is larger than the outer cross section of the carrier 11. This game allows both parts with one certain tolerance and thus inexpensive to manufacture. Around nevertheless achieve that the carrier has no play in the housing 1 is recorded, the housing 1 is on the underside Contact sections 5 provided, the inner cross section of the Reduce the housing at these points until the carrier 11 is recorded without play.
- the carrier 11 and the housing 1 made of steel.
- the housing 1 is simply attached to the carrier 11 Set the contact sections 5 with a tool so far pressed in until the wall of the housing 1 rests on the carrier 11.
- the housing 1 for Carrier receptacle 2 closes and also for mounting the housing 1 on a formwork for the manufacture of the stair landing 3 can be used.
- the receiving element 13 In the lower area of the connector body 12 is a receiving element 13 for receiving a sealing element 14 provided.
- the receiving element 13 has two slit-shaped Spaces 15 into which the sealing element 14 corresponds is trained, can be inserted.
- the sealing element 14 is extended and abuts an abutment section 23 of the carrier receptacle 2 to the Gap between housing 1 and support receptacle 2 or between Close stair landing 3 and building wall 4. The function this sealing element 14 will be explained in more detail later.
- a mandrel 17 is inserted if the carrier 11 is in the end position. In this Position is the mandrel 17 on a contact surface 22 of the Carrier receptacle 2 so that the positioning of the carrier 11 can be easily checked.
- the end face of the housing 1 facing away from the carrier receptacle 2 is closed by an end cap 10.
- To align the Housing 1 are on the underside of the housing 1st Spacer 9 is provided, the function of which will be explained later.
- the carrier receptacle 2 points to absorb the forces of the carrier 11 a bearing element 18, which in the described embodiment realized in the form of a two-part steel plate is.
- a bearing element 18 At this bearing element 18 is a fire-insulating Material 19 to the components of the support device in the case a fire that normally occurs from below, i.e. also in the drawing from below should protect against failure to prevent the carrying device as long as possible.
- the Carrier receptacle 2 is designed to be closed towards the rear, so that it is easy to assemble and penetration of Foreign bodies are avoided. Can be seen well in longitudinal section the rear end wall 21 of the carrier receptacle 2 and a free space 24 of the carrier receptacle 2 above the carrier 11, whose function will be explained later.
- the stair landing 3 in Concrete created.
- the housing 1 of the carrying device by means of the sleeve-like connecting body 12 and the Spacers 9 simply positioned at the calculated point become.
- concrete is poured into the formwork and thus the housing 1 in the emerging stair landing integrated.
- the finished stair landing 3 is with the housing 1 removed and brought to the construction site.
- the beam holder 2 is in the building wall 4 installed at the desired location.
- the carrier receptacle 2 can for example in the front area with attachment options be provided to attach them to a formwork can what the assembly of the beam holder at in concrete manufactured walls relieved. With a brick wall Stones or bricks can be easily attached to the support holder 2 desired location can be walled in.
- the stair landing 3 is now by a crane or one Lifting device set up at the desired location.
- the carrier 11 in the Stair landing 3 integrated supporting devices from the housings 1 pulled out and inserted into the carrier receptacles 2.
- first embodiment is not a pull-out device for the Portrayed porters.
- a pulling device like this can be used for this in the second embodiment is used come, but the carrier can also by means of a press be pushed out of the housing 1.
- a corresponding press device can be operated using compressed air the compressed air line connected to the housing, which are also integrated into the stair landing and closed one side of the stair landing is in the back Area of the housing 1 is blown.
- a Carrier 11 used, the cross section at one point is closed, so that in the rear area of the housing 1 introduced air pressure, the carrier 11 squeezes out of the housing 1.
- the carrier 11 is in this way in the carrier 2 brought in. If the carrier 11 is in its end position, So can in between the stair landing 3 and 4 resulting gap a mandrel 17 are inserted, which, if the carrier 11 is in the desired end position in the Bore 16 can be used in the carrier 11. Is the Carrier 11 actually in its end position, the mandrel 17th on the contact surface 22 of the carrier receptacle 2. In this way can be easily checked whether the carrier 11 is the predetermined Has reached the end position or not.
- the The next step is the gap from above with a Pour the filling material. Since the areas of the carrier receptacle 2, the come into contact with the building wall 4, from a structure-borne sound insulation The gap can also be made with concrete or the like can be cast without sound bridges are to be feared.
- the space 24 in the Carrier receptacle 2 at least partially above the carrier 11 Filler filled concrete if necessary. This ensures that the Carrier 11 also fixed upward in the carrier receptacle 2 is and at least to a certain extent also powers can transmit that are directed upwards.
- the second embodiment largely corresponds to the first Embodiment. Matching components are therefore with the provided with the same reference numerals and are not explained in detail. Instead, the new features or Differences entered.
- This device has a tension element in the form of a flexible band 26, one end of which is connected to an end cap 10 is attached to the right end face of the housing 1 is put on. From this end, the tape 26 leads to the right End of the carrier 11 and is there by means of a further end cap 27 connected to the right end of the carrier 11.
- the one in the housing 1 between the two end caps 10, 27 present length of the Band 26 is dimensioned so that the insertion of the carrier 11 in the carrier receptacle 2 is not hindered up to its end position is, however, the carrier does not fall out of the housing 1 can.
- the free and pulled out end of the band 26 can in the free space 24 of the Carrier receptacle 2 are inserted above the carrier 11.
- the carrier receptacle 2 differs only slightly from that Carrier holder 2 according to the first embodiment and will therefore not explained in detail. All that is pointed out is that one-piece cup-like element 25 that the entire components the carrier receptacle 2 receives and thus the handling of the Carrier simplified.
- the support device is shown in a cross section, in which the two reinforcement elements 7 and the Spacers 9 can be seen, which are welded to the housing 1 are. Furthermore, the housing 1 with the carrier 11 accommodated and to see the reinforcing member 8. Better than in longitudinal section the sleeve-like connection element 12 can be seen, which is provided with holes 27 for easy mounting on a To allow formwork.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Iron Core Of Rotating Electric Machines (AREA)
- Bridges Or Land Bridges (AREA)
- Building Environments (AREA)
- Casings For Electric Apparatus (AREA)
Description
Claims (25)
- Tragvorrichtung mit einem Träger (11) zur Aufnahme einer Last (3), der in einem mit der Last (3) verbundenen und mit zumindest einem Bewehrungselement (7) versehenen Gehäuse (1) aufgenommen ist und aus diesem ausziehbar ist, um mit einer Trägeraufnahme (2) in Eingriff gebracht zu werden, die an einer Wand (4) oder dgl. befestigbar ist, und ein stabiles Lagerelement (8) zur Lagerung des Trägers (11) aufweist,
dadurch gekennzeichnet, dass
zumindest Teile der Trägeraufnahme (2) aus einem Körperschall isolierenden Material bestehen und sich an das Lagerelement (18) direkt oder indirekt ein elastisches Element (20) anschließt, wobei die Trägeraufnahme (2) einen Dichtabschnitt (23) aufweist, der mit einem Dichtungselement (14) des Gehäuses (1) in abdichtbarem Kontakt bringbar ist, das in einem Aufnahmeelement (13) des Gehäuses (1) vorgesehen ist und mittels dem ein Spalt zwischen dem Gehäuse (1) und der Trägeraufnahme (2) abdichtbar ist. - Tragvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass das Gehäuse (1) mit zumindest einem Verstärkungselement (8) versehen ist.
- Tragvorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das Gehäuse mit zwei geschwungenen Bewehrungselementen (7) verbunden ist, die einen geraden Abschnitt aufweisen, der sich unterhalb des Gehäuses (1) erstreckt.
- Tragvorrichtung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass das Gehäuse (1) zur Ausrichtung mit Distanzhaltern (9) versehen ist.
- Tragvorrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass das Gehäuse (1) Kontaktabschnitte (5) oder Kontaktelemente aufweist, die mit dem Träger (11) in Kontakt bringbar sind.
- Tragvorrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass das Aufnahmeelement (13) einen Spalt aufweist, in den das Dichtungselement (14) einsetzbar ist.
- Tragvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass das Dichtungselement (14) aus dem Spalt (15) des Aufnahmeelementes (13) ausziehbar ist.
- Tragvorrichtung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass zumindest eine Stirnseite des Gehäuses (1) mittels einer Endkappe (10) verschließbar ist.
- Tragvorrichtung nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass der Träger (11) ein Hohlprofil aufweist.
- Tragvorrichtung nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass der Träger (11) und das Gehäuse (1) im Wesentlichen einen rechteckigen oder quadratischen Querschnitt aufweisen.
- Tragvorrichtung nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass der Träger (11) an einer bestimmten Stelle eine Markierung aufweist.
- Tragvorrichtung nach Anspruch 11, dadurch gekennzeichnet, dass die Markierung in Form einer Bohrung (16) ausgeführt ist.
- Tragvorrichtung nach einem der Ansprüche 1 bis 12, dadurch gekennzeichnet, dass ein längliches Zugelement (26) mit dem Träger (11) verbunden ist, mittels dem dieser aus dem Gehäuse (1) ausziehbar ist.
- Tragvorrichtung nach Anspruch 13, dadurch gekennzeichnet, dass das Zugelement (26) ein flexibles Band ist.
- Tragvorrichtung nach Anspruch 13 oder 14, dadurch gekennzeichnet, dass das Zugelement (26) an der Stirnseite des Trägers (11) befestigt ist, die von der Trägeraufnahme (2) abgewandt ist.
- Tragvorrichtung nach Anspruch 15, dadurch gekennzeichnet, dass das Zugelement (26) an einer Endkappe (27) befestigt ist, die auf die Stirnseite des Trägers (11) aufgebracht ist.
- Tragvorrichtung nach einem der Ansprüche 13 bis 16, dadurch gekennzeichnet, dass das Zugelement (26) an dem Gehäuse (1) befestigt ist.
- Tragvorrichtung nach Anspruch 17, dadurch gekennzeichnet, dass das Zugelement (26) an der Stirnseite des Gehäuses (1) befestigt ist, die von der Trägeraufnahme (2) abgewandt ist.
- Tragvorrichtung nach Anspruch 18, dadurch gekennzeichnet, dass das Zugelement (26) an einer Endkappe (10) befestigt ist, die auf die Stirnseite des Gehäuses (1) aufgebracht ist.
- Tragvorrichtung nach einem der Ansprüche 13 bis 19, dadurch gekennzeichnet, dass zumindest ein Teil des Zugelementes (26) in einem Raum (24) der Trägeraufnahme (2) aufgenommen werden kann.
- Tragvorrichtung nach einem der Ansprüche 1 bis 20, dadurch gekennzeichnet, dass zumindest Teile der Trägeraufnahme (2) aus einem Körperschall isolierenden Material sind.
- Tragvorrichtung nach einem der Ansprüche 1 bis 21, dadurch gekennzeichnet, dass Bereiche der Trägeraufnahme (2) mit einem feuerdämmenden Material (19) versehen sind.
- Tragvorrichtung nach einem der Ansprüche 1 bis 22, dadurch gekennzeichnet, dass die Trägeraufnahme (2) ein becherartiges Teil (25) aus einem stabilen Material zur Aufnahme der weiteren Elemente aufweist.
- Tragvorrichtung nach einem der Ansprüche 1 bis 23, dadurch gekennzeichnet, dass die Trägeraufnahme (2) eine Anlagefläche (22) aufweist, mit der ein Kontrollelement (17), das mit dem Träger (11) in Eingriff verbindbar ist, in Anlage bringbar ist.
- Tragvorrichtung nach einem der Ansprüche 1 bis 24, dadurch gekennzeichnet, dass die Trägeraufnahme (2) einen freien Raum (24) aufweist, der sich bei eingeschobenem Träger (11) über diesem befindet.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19602306A DE19602306B4 (de) | 1996-01-23 | 1996-01-23 | Tragvorrichtung |
DE19602306 | 1996-01-23 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0786565A1 EP0786565A1 (de) | 1997-07-30 |
EP0786565B1 true EP0786565B1 (de) | 2003-03-19 |
Family
ID=7783448
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96120830A Expired - Lifetime EP0786565B1 (de) | 1996-01-23 | 1996-12-23 | Tragvorrichtung |
Country Status (4)
Country | Link |
---|---|
US (1) | US5862634A (de) |
EP (1) | EP0786565B1 (de) |
AT (1) | ATE234973T1 (de) |
DE (2) | DE19602306B4 (de) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NO321443B1 (no) * | 2004-06-30 | 2006-05-08 | Sb Produksjon As | Sammenforingssystem, enkeltelementer og fremgangsmate for bruk av dette |
NO326748B1 (no) * | 2007-03-19 | 2009-02-09 | Sb Produksjon As | Anordning for sammenforing av to bygningselementer, samt anvendelse av en elastisk hylse i et bygningselement. |
NO332957B1 (no) * | 2009-04-17 | 2013-02-11 | Svein Berg Holding As | Balkonginnfesting |
NO333354B1 (no) * | 2010-12-21 | 2013-05-13 | Svein Berg Holding As | Anordning ved et sammenforingssystem for bygningselementer. |
DE102011009762A1 (de) * | 2011-01-28 | 2012-08-02 | Schöck Bauteile GmbH | Bauelement zum Einbau in Trennfugen von Gebäuden |
DE102013100356A1 (de) * | 2013-01-14 | 2014-07-17 | Schöck Bauteile GmbH | Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil |
US8950133B2 (en) * | 2013-04-29 | 2015-02-10 | Peikko Group Oy | Bracket and an arrangement for supporting a precast slab element of concrete on a precast structure element of concrete |
NO337777B1 (no) * | 2014-03-03 | 2016-06-20 | Svein Berg Holding As | En jordskjelvbestandig bygningsforbindelse og et jordskjelvbestandig trappesystem. |
BE1021992B1 (nl) * | 2014-04-22 | 2016-02-02 | B&R Nv | Inrichting en werkwijze voor het verankeren van een uitkragend element aan een constructie |
CH710401A2 (de) * | 2014-11-21 | 2016-05-31 | Pakon Ag | Vorrichtung zur Querkraftverbindung und Verwendungen davon. |
CZ307773B6 (cs) * | 2017-11-06 | 2019-04-24 | ÄŚeskĂ© vysokĂ© uÄŤenĂ technickĂ© v Praze | Demontovatelný styk prefabrikovaného průvlaku a prefabrikovaného sloupu |
NO345917B1 (no) * | 2020-02-03 | 2021-10-18 | Svein Berg Holding As | En bygningsforbindelse omfattende et første og et andre bygningselement som er anordnet i avstand fra hverandre, samt anvendelser av en slik bygningsforbindelse. |
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AT178449B (de) * | 1952-12-03 | 1954-05-10 | Willibald Chrt | Mauerhaken |
DE1840139U (de) * | 1961-03-16 | 1961-10-26 | Hans Dr Ing Eicke | Huelsenfoermig ausgebildetes formstueck als treppenisolierung. |
DE2128548C3 (de) * | 1971-06-09 | 1974-11-21 | Strabag Bau-Ag, 5000 Koeln | Vorrichtung zum punktweisen Auflagern vorgefertigter Spannbetonplatten. < |
US3733757A (en) * | 1971-07-30 | 1973-05-22 | Flexicore Co | Concrete building frame construction |
AU485203B2 (en) * | 1971-11-23 | 1974-03-28 | Dowsett Engineering (Australia) Pty. Limited | Interconnecting structural elements |
FR2283269A1 (fr) * | 1974-06-04 | 1976-03-26 | Desse Freres Anciens Ets | Dispositif d'attache par suspentes d'une poutre secondaire prefabriquee en beton arme sur une poutre principale prefabriquee en beton arme |
DE3408556A1 (de) * | 1984-03-08 | 1985-09-12 | Eberhard Ing.(grad.) 7570 Baden-Baden Schöck | Trennelement fuer betonplatten |
EP0193494B1 (de) * | 1985-02-27 | 1988-10-26 | Heinz Witschi | Verbindungs- und Druckverteilungselement für Betonbauteile |
DE3531441C2 (de) * | 1985-09-03 | 1996-06-13 | Eberhard Schoeck | Konsolelement zur Übertragung vertikaler Kräfte in Gebäuden |
CA1303379C (en) * | 1987-04-07 | 1992-06-16 | Bjorn O. Thoresen | Building construction |
DE3738784C1 (en) * | 1987-11-14 | 1988-11-24 | Elasto Gleitlager Technik Gmbh | Bearing element for supporting horizontal structural parts |
US4903448A (en) * | 1989-07-21 | 1990-02-27 | Kabo-Karr Corporation Of California | Retractable hangers for mounting precast concrete beams and the like in buildings |
DE4002661A1 (de) * | 1990-01-30 | 1991-08-01 | Schoeck Bauteile Gmbh | Konsolelement zur uebertragung allein vertikaler kraefte in gebaeuden |
DE59207813D1 (de) * | 1992-02-05 | 1997-02-13 | Claude Meyers | Verbindungs- und Druckverteilerelement für Betonbauteile |
US5355642A (en) * | 1992-12-03 | 1994-10-18 | Gregory Palamarz | Prefabricated post with dual mounting members |
GB2285641A (en) * | 1994-01-14 | 1995-07-19 | Permaban Projects Limited | Dowel bar sleeve |
DE4409477A1 (de) * | 1994-03-19 | 1995-09-21 | Schoeck Bauteile Gmbh | Trittschalldämmendes Auflagerelement |
JPH07279111A (ja) * | 1994-04-08 | 1995-10-24 | Hokkaido Kaihatsukiyoku Otaru Kaihatsu Kensetsubuchiyou | 舗装版の結合構造 |
DE4429605A1 (de) * | 1994-08-20 | 1996-02-22 | Schoeck Bauteile Gmbh | Trittschalldämmendes Auflagerelement |
NZ264317A (en) * | 1994-08-26 | 1997-01-29 | Engineering Certifiers Ltd Sub | Construction of multi-storey building with precast slabs; cavity in wall with slidable engaging device inserted from floor slab |
DE29514456U1 (de) * | 1995-09-11 | 1995-11-09 | Schoeck Bauteile Gmbh | Dämmelement zur schalldämmenden Lagerung von Gebäudeteilen |
-
1996
- 1996-01-23 DE DE19602306A patent/DE19602306B4/de not_active Expired - Fee Related
- 1996-12-23 EP EP96120830A patent/EP0786565B1/de not_active Expired - Lifetime
- 1996-12-23 DE DE59610240T patent/DE59610240D1/de not_active Expired - Fee Related
- 1996-12-23 AT AT96120830T patent/ATE234973T1/de not_active IP Right Cessation
-
1997
- 1997-01-23 US US08/789,311 patent/US5862634A/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
ATE234973T1 (de) | 2003-04-15 |
DE19602306A1 (de) | 1997-07-24 |
US5862634A (en) | 1999-01-26 |
EP0786565A1 (de) | 1997-07-30 |
DE19602306B4 (de) | 2004-02-19 |
DE59610240D1 (de) | 2003-04-24 |
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