EP0939172A2 - Aussenbauteil zum Anbau an bestehende Gebäude - Google Patents
Aussenbauteil zum Anbau an bestehende Gebäude Download PDFInfo
- Publication number
- EP0939172A2 EP0939172A2 EP99103143A EP99103143A EP0939172A2 EP 0939172 A2 EP0939172 A2 EP 0939172A2 EP 99103143 A EP99103143 A EP 99103143A EP 99103143 A EP99103143 A EP 99103143A EP 0939172 A2 EP0939172 A2 EP 0939172A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- external component
- component according
- anchor
- extension
- anchor body
- 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
Links
Images
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
Definitions
- the invention relates to an external component for attachment to existing buildings, in the form of a balcony or conservatory with a floor slab and at least a guardrail, the floor slab using fasteners with a concrete ceiling of the existing building.
- the invention is therefore based on the object, with significantly less effort than before, stable and in retrospect to existing buildings also with facing or cladding to create attachable external components with fastenings. This should be approved by the building authorities, so that a case-by-case verification is not necessary. You need to building physics requirements meet.
- the static connection Fastening part between the balcony and the building is designed as an anchor is in a corresponding recess, preferably a borehole in the concrete ceiling with the production of a non-positive connection through adhesive action fixed and at its free end with one absorbing the tensile forces Extension with a smaller diameter than the anchor body is equipped.
- a blind hole is used to later accommodate the anchor, on the other hand, with the same drilling axis behind it, deeper into the building penetrating blind hole of smaller diameter made to accommodate the extension.
- two-component adhesive to create the bond between anchor and concrete ceiling. It is provided that the anchor body and / or the extension over a multi-component mixture jacket with the recess inner wall is provided, which preferably the entire outer surface of the anchor body and Process encased. Both components are used immediately before the Anchor inserted into the hole. By inserting the rotating anchor, the Both components of the adhesive are then mixed together so that they are together react and the hardened adhesive is formed.
- anchor body and extension are separated with two cartridges of different diameters and adhesives of different consistency.
- the anchor body comes first the task to absorb radial forces, while the extension in the first Line is stressed by axial forces, which pulls him stressful forces are derived.
- the extension is welded to the anchor or screwed on and then again preferably over a weld secured.
- a particularly inexpensive embodiment is the use of commercially available dowels that absorb the determined tensile forces as an extension.
- the advantage of these anchors is that they are statically proven and approved and a further proof of tensile force in the axial direction of the armature or the extension is no longer necessary because the extension can absorb the tensile forces alone. Through the The cost can be compared using a common standard component Fortunately, previously known embodiments significantly lower.
- the armature body and its lateral surface serve primarily to absorb the radial forces to increase the non-positive effect between anchor and concrete ceiling irregular shape.
- the outer surface is formed as a thread, whereby the resistance of the anchor to train in known way is increased.
- the lateral surface as a thread around a commercially available and therefore inexpensive, the length of the thread preferably corresponds to that of the anchor body. In order to it is possible to use the anchor nut, regardless of the insulation thickness, always create an effective bond with the masonry or the ceiling.
- the fastening system according to the invention thus acts mechanically as Clamping, the anchor body enclosing a building insulation or Fairing ensures length.
- the thickness of an insulation or cladding can be variable.
- the gap can thus be bridged without that it can be used as a support or support surface for the anchor body can. Nevertheless, there is a secure connection between the balcony and the concrete ceiling.
- a lug which is attached to the outside of the building, is used to attach the external component End of the anchor is assigned.
- the anchor body is inserted into the borehole is and the effect of the adhesive has started, it is first at a Execution of the lateral surface as a thread fixed by a first nut.
- a tab preferably an angle iron is placed on the thread, which as Attachment of the outer component is used.
- the vertical leg of the angle iron is braced on the outer wall of the building via a second anchor nut, thus forming horizontal leg the support for the balcony slab.
- the one between the balcony and the wall of the house The resulting distance is desirable in terms of building physics because water is drained off here can be without puddling and thus dampening the wall is coming.
- In the horizontal leg of the angle iron is one with one in the concrete slab fixed sleeve dowel corresponding vertical hole provided. This The task of sleeve dowels is to connect angle iron and concrete slab and at the same time to fix the concrete slab in its plane. It is for easier assembly expedient to design the hole as an elongated hole.
- the extension has a preferred way of increasing its tensile resistance Embodiment known conical or flange-shaped sections. Farther the extension is surrounded by metal reinforcement and connected to it, due to their grid-like structure, improved wetting of the dowel with adhesive and thus to increase the adhesive effect. Further the lateral surface of the extension can also be designed as a thread.
- the diameter ratio of the extension to the anchor has proven to be particularly favorable proven if it is chosen between 1: 2 and 1: 4, preferably in the ratio 1: 3.
- Figure 1 shows a fastening part 3, consisting of anchor 5 and extension 8.
- Der actual anchor 5 consists of the anchor body 9 and the nut 20.
- the outer surface 12 of the anchor body 9 provided with a thread 13
- the extension 8 is on the anchor body 9 with Metal reinforcement 24 welded on.
- the axial forces are predominantly via the extension 8, the radial forces in removed primarily over the anchor body 9.
- the anchor body 9 is at its free end 7 deep enough in the Concrete ceiling used so that this mounting of the anchor body acts as a clamp. It is therefore possible for the anchor - which still lies in the area of the masonry 25 - in the area 14 of the insulation but no longer - between the free end 7 and the outside of the building End 15 a length ensuring the insulation having.
- the anchor 5 is tightened via a first nut 26 before an anchor nut 20 the bracket 16 designed here as an angle iron 17 in turn braced.
- the Angle iron 17 is composed of a vertical leg 18, which on the Anchor 5 is attached and a horizontal leg 19, which as a support for the base plate 2 of the balcony 1 is used.
- Figure 2 shows particularly well the desired distance a between the base plate 2 and outer wall of the building 21. Rainwater can drain off without any backwater. Moisturization of the masonry 25 cannot occur.
- FIG. 3 shows a partial view of the balcony with the posts 27.
- the posts 27 are for transferring the concrete weight of the balcony 1 into the ground provided post 27 recognizable.
- the posts 27 are with their upper End 31 inserted into holes 29 drilled into the bottom plate 2 from below, while the lower ends 27 of the upper support post 30 into holes 28 drilled from the top Base plate 2 are used.
- These posts 30 and 31 are also over welded flanges 32 secured.
- Such a balcony 1 is from above as from supported or clamped below.
- the posts 27 are at all four corners of the base plate 2 provided.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Joining Of Building Structures In Genera (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Building Environments (AREA)
- Supports For Pipes And Cables (AREA)
- Window Of Vehicle (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Steps, Ramps, And Handrails (AREA)
Abstract
Description
- Fig. 1
- einen Schnitt durch eine Balkonplatte, die Außenwand eines bestehenden Gebäudes und eine Betondecke, verbunden durch ein Befestigungsteil in Ansicht von der Seite,
- Fig. 2
- einen ebensolchen Schnitt in Ansicht von oben und
- Fig. 3
- einen ebensolchen Schnitt in Vorderansicht.
Claims (14)
- Außenbauteil zum Anbau an bestehende Gebäude, in Form eines Balkons (1) oder eines Wintergartens mit einer Bodenplatte (2) und mindestens einem Schutzgeländer, wobei die Bodenplatte (2) über Befestigungsteile (3) mit einer Betondecke (4) des Gebäudes verbunden ist,
dadurch gekennzeichnet,
dass das Befestigungsteil (3) als Anker (5) ausgebildet ist, der in einer korrespondierenden Ausnehmung (6) in der Betondecke (4) unter Herstellung eines kraftschlüssigen Verbundes durch Klebewirkung festgelegt ist und am freien Ende (7) mit einem die Zugkräfte aufnehmenden Fortsatz (8) mit geringerem Durchmesser als der Ankerkörper (9) ausgebildet ist. - Außenbauteil nach Anspruch 1,
dadurch gekennzeichnet,
dass der Ankerkörper (9) und/oder der Fortsatz (8) über einen Mehrkomponentengemischmantel (10) mit der Ausnehmungsinnenwand (11) verbunden ist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass der dem Anker (5) zugeordnete Fortsatz (8) angeschweißt oder aufgeschraubt und dann vorzugsweise über eine Schweißnaht gesichert, kraftschlüssig mit dem Ankerkörper (9) verbunden ist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass als Fortsatz (8) ein handelsüblicher, die ermittelten Zugkräfte aufnehmender Dübel dient, der mit dem Ankerkörper (9) verbunden ist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass die Mantelfläche (12) des Ankers (5) als Gewinde (13) ausgebildet ist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass die Mantelfläche (12) des Ankerkörpers (9) ein über die gesamte Länge des Ankerkörpers (9) durchgehendes Gewinde (13) aufweist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass der Ankerkörper (9) eine die Einfassung einer Gebäudeisolierung (14) oder Verkleidung sicherstellende Länge aufweist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass dem gebäudeaußenseitigen Ende (15) des Ankers (5) eine Lasche (16) zugeordnet ist, die als Auflager und Befestigung des Balkons (1) dient. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass die Lasche (16) als Winkeleisen (17) ausgebildet ist, dessen senkrechter Schenkel (18) über die Ankermutter (20) an der Gebäudeaußenwand (21) festgelegt ist und dessen waagerechter Schenkel (19) das Auflager für die Bodenplatte (2) bildet. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass in dem waagerechten Schenkel (19) der Lasche (16) eine mit einem in der Bodenplatte (2) fixierten Hülsendübel (22) korrespondierende Bohrung (23) vorgesehen ist. - Aussenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass die Bohrung (23) als Langloch ausgebildet ist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass der Fortsatz (8) konische oder flanschförmige Abschnitte aufweist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass der Fortsatz (8) von einer Metallarmierung (24) umgeben und mit ihr verbunden ist oder dessen Mantelfläche als Gewinde ausgebildet ist. - Außenbauteil nach einem oder mehreren der vorhergehenden Ansprüche,
dadurch gekennzeichnet,
dass das Durchmesserverhältnis von Fortsatz (8) zum Ankerkörper (9) 1:2 bis 1:4, vorzugsweise 1:3, beträgt.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19807678 | 1998-02-25 | ||
DE19807678A DE19807678A1 (de) | 1998-02-25 | 1998-02-25 | Außenbauteil zum Anbau an bestehende Gebäude |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0939172A2 true EP0939172A2 (de) | 1999-09-01 |
EP0939172A3 EP0939172A3 (de) | 2000-06-07 |
EP0939172B1 EP0939172B1 (de) | 2003-07-02 |
Family
ID=7858716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99103143A Expired - Lifetime EP0939172B1 (de) | 1998-02-25 | 1999-02-18 | Aussenbauteil zum Anbau an bestehende Gebäude |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP0939172B1 (de) |
AT (1) | ATE244341T1 (de) |
BG (1) | BG103178A (de) |
CZ (1) | CZ60899A3 (de) |
DE (2) | DE19807678A1 (de) |
HU (1) | HUP9900472A2 (de) |
PL (1) | PL331628A1 (de) |
SK (1) | SK20699A3 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010136884A2 (en) | 2009-05-27 | 2010-12-02 | Marek Mochnacki | Balcony for fixing on the existing buildings, especially large-panel buildings |
EP3404155A1 (de) | 2017-05-18 | 2018-11-21 | Mariusz Pyrchala | Balcon ou terrasse extra |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202008004195U1 (de) * | 2008-03-26 | 2009-08-13 | Hm-Betonfertigteilwerk Hans Mauthe Gmbh & Co. Kg | Anbauteil |
DE102012103546A1 (de) | 2012-04-23 | 2013-10-24 | Johann Moissl | Anker für Wände, zum Befestigen von abragenden Bauwerken wie Markisen |
DE202012101506U1 (de) | 2012-04-23 | 2012-05-14 | Johann Moissl | Anker für Wände, zum Befestigen von abragenden Bauwerken wie Markisen |
DE102012104938A1 (de) | 2012-06-06 | 2013-12-12 | Johann Moissl | Anker für Wände, zum Befestigen von abragenden Bauwerken wie Markisen |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3916877A1 (de) * | 1989-05-24 | 1990-11-29 | Paul Erich Kettler | Befestigung des ankers innerhalb der hierfuer im grabstein vorgesehenen bohrung |
CH686147A5 (de) * | 1992-05-04 | 1996-01-15 | Bauex Ag | Verfahren zum Anbau eines Balkons an ein bestehendes Geboude, Balkon hergestellt nach dem Verfahren und Anker zur Durchfuhrung des Verfahrens. |
DE9308576U1 (de) * | 1993-06-08 | 1993-10-07 | E. Schulte Balkon-Systembau, 99976 Lengefeld | Bausatz für einen Balkon |
DE9406442U1 (de) * | 1994-04-18 | 1994-08-25 | E. Schulte Balkon-Systembau, 99976 Lengefeld | Bauelement |
-
1998
- 1998-02-25 DE DE19807678A patent/DE19807678A1/de not_active Withdrawn
-
1999
- 1999-02-15 SK SK206-99A patent/SK20699A3/sk unknown
- 1999-02-16 BG BG103178A patent/BG103178A/xx unknown
- 1999-02-18 AT AT99103143T patent/ATE244341T1/de not_active IP Right Cessation
- 1999-02-18 EP EP99103143A patent/EP0939172B1/de not_active Expired - Lifetime
- 1999-02-18 DE DE59906136T patent/DE59906136D1/de not_active Expired - Fee Related
- 1999-02-23 CZ CZ99608A patent/CZ60899A3/cs unknown
- 1999-02-24 PL PL99331628A patent/PL331628A1/xx not_active Application Discontinuation
- 1999-02-24 HU HU9900472A patent/HUP9900472A2/hu unknown
Non-Patent Citations (1)
Title |
---|
None |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010136884A2 (en) | 2009-05-27 | 2010-12-02 | Marek Mochnacki | Balcony for fixing on the existing buildings, especially large-panel buildings |
EP3404155A1 (de) | 2017-05-18 | 2018-11-21 | Mariusz Pyrchala | Balcon ou terrasse extra |
Also Published As
Publication number | Publication date |
---|---|
BG103178A (en) | 1999-08-31 |
CZ60899A3 (cs) | 1999-09-15 |
HUP9900472A2 (hu) | 2001-02-28 |
EP0939172B1 (de) | 2003-07-02 |
EP0939172A3 (de) | 2000-06-07 |
DE19807678A1 (de) | 1999-08-26 |
ATE244341T1 (de) | 2003-07-15 |
SK20699A3 (en) | 2000-03-13 |
HU9900472D0 (en) | 1999-04-28 |
PL331628A1 (en) | 1999-08-30 |
DE59906136D1 (de) | 2003-08-07 |
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