EP0086328A1 - Verbindungsvorrichtung für zwei Bauteile von Bauwerken - Google Patents
Verbindungsvorrichtung für zwei Bauteile von Bauwerken Download PDFInfo
- Publication number
- EP0086328A1 EP0086328A1 EP83100200A EP83100200A EP0086328A1 EP 0086328 A1 EP0086328 A1 EP 0086328A1 EP 83100200 A EP83100200 A EP 83100200A EP 83100200 A EP83100200 A EP 83100200A EP 0086328 A1 EP0086328 A1 EP 0086328A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- connecting shaft
- anchor rail
- annular bead
- buildings
- anchoring rail
- 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
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
- E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
- E04F13/0835—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
- E04B2/94—Concrete panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
Definitions
- the invention relates to a connecting device for two components of buildings, in particular a wind or holding anchor for facade panels, with a connecting shaft, of which at least one widened end engages behind an anchor rail attached in one of the components to be connected.
- Such a connecting device is known from DE-OS 29 16 oo3.
- the connecting shaft is designed as a threaded rod, the widened end being designed as a screw-on threaded foot which engages behind the anchor rail in the manner of a hammer head.
- the object of the invention is therefore to design the inclusion of the connecting shaft in an anchor rail in such a way that a limited pivoting of the connecting "shaft is made possible, but the fixed fixation in the direction of the axis of the connecting shaft should be retained.
- An anchor rail 20 is embedded in one of the components, from which a connecting shaft 10 of the connecting device extends to the other component (not shown).
- connection - . shaft 10 designed as a threaded rod.
- a threaded foot 11 is screwed on, the surfaces 12 of which project out of the anchor rail 12 have the shape of a spherical layer.
- the threaded foot presses on corresponding contact surfaces 14, likewise formed as a spherical layer, of a pan bearing 13 which can be displaced in the anchor rail 20 and whose front contact surfaces are pressed against the front wall 17 of the anchor rail.
- the rear end face 15 of the connecting shaft 10 is designed as a spherical section and bears against the rear wall 16 of the anchor rail 20.
- the threaded foot 11 and the connecting shaft 10 are screwed together so that a displacement of the connecting shaft 10 in the direction of its longitudinal axis A-A is excluded. Tolerances in the internal dimension of the anchor rail 20 can be compensated for by the screw connection. However, if stresses occur in the plane perpendicular to the longitudinal axis AA, as indicated by the arrow, for example, the connecting shaft 10 can yield this force by a few angular degrees as a result of the cup support according to the invention, so that consequently no bending moments have to be absorbed by the connecting shaft, whereas the connecting shaft 10 in its longitudinal axis A - A is tension and pressure absorbing.
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)
Abstract
Description
- Die Erfindung betrifft eine Verbindungsvorrichtung für zwei Bauteile von Bauwerken, insbesondere einen Wind- bzw. Halteanker für Fassadenplatten, mit einem Verbindungsschaft, von dem zumindest ein verbreitertes Ende eine in einem der zu verbindenden Bauteile angebrachte Ankerschiene hintergreift.
- Eine derartige Verbindungsvorrichtung ist aus der DE-OS 29 16 oo3 bekannt. Dort ist der Verbindungsschaft als Gewindestange ausgebildet, wobei das verbreiterte Ende als aufschraubbarer Gewindefuß ausgebildet ist, der die Ankerschiene nach Art eines Hammerkopfes hintergreift.
- Diese Verbindung gewähr-leistet, daß dar Verbindungsschaft fest in der Ankerschiene sitzt, insbesondere kein Spiel in seiner Längsrichtung besitzt. Andererseits treten bei den derart miteinander verbundenen Bauteilen infolge von Temperaturschwankungen lokale Verschiebungen der verbundenen Bauteile, beispielsweise einer vorgehängten Fassadenplatte gegenüber der Tragwand , auf. Derartige Verschiebungen üben Biegemomente auf den Verbindungsschaft aus und können daher nur in begrenztem Umfang von diesem aufgenommen werden.
- Aufgabe der Erfindung ist es daher, die Aufnahme des Verbindungsschaftes in einer Ankerschiene derart auszugestalten, daß eine begrenzte Schwenkung des Verbindungs- "Schaftes ermöglicht wird, wobei jedoch die ortsfeste Fixierung in Richtung der Achse des Verbindungsschaftes erhalten bleiben soll.
- Diese Aufgabe wird gemäss dem kennzeichnenden Teil des Patentanspruchs 1 gelöst.
- Ein Ausführungsbeispiel der erfindungsgemässen Verbindungsvorrichtung wird nun anhand der Zeichnungen näher erläutert:
- In eines der Bauteile ist eine Ankerschiene 20 eingelassen, aus der ein Verbindungsschaft 10 der Verbindungsvorrichtung sich zum anderen ( nicht dargestellten) Bauteil erstreckt.
- Beim dargestellten Ausführungsbeispiel ist der Verbindungs-. schaft 10 als Gewindestange ausgeführt. An seinem hinteren Ende ist ein Gewindefuß 11 aufgeschraubt, dessen aus der Ankerschiene 12 herauszeigende Flächen 12 die Form einer Kugelschicht aufweist.
- Mit diesen Anlageflächen 12 drückt der Gewindefuß an korrespondierende, ebenfalls als Kugelschicht ausgebildete Anlageflächen 14 eines in der Ankerschiene 20 verschiebbaren Pfannenlagers 13, dessen vordere Anlageflächen an die vordere Wandung 17 der Ankerschiene gedrückt werden.
- Die hintere Stirnfläche 15 des Verbindungsschaftes 10 ist als Kugelabschnitt ausgebildet und liegt an der hinteren Wandung 16 der Ankerschiene 20 an.
- Der Gewindefuß 11 und der Verbindungsschaft 10 sind dabei so miteinander verschraubt, daß eine Verschiebung des Verbindungsschaftes 10 in Richtung seiner Längsachse A-A ausgeschlossen ist. Durch die Verschraubung können Toleranzen im Innenmaß der Ankerschiene 20 ausgeglichen werden. Treten jedoch Beanspruchungen in der Ebene senkrecht zur Längsachse A-A auf, wie durch den Pfeil beispielsweise angedeutet, so kann der Verbindungsschaft 10 um einige Winkelgrade infolge der erfindungsgemässen Pfannenlagerung dieser Kraft nachgeben, sodaß folglich vom Verbindungsschaft keine Biegemomente aufgenommen werden müssen, wogegen der Verbindungsschaft 10 in seiner Längsachse A - A zug- und druckaufnehmend ist.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT83100200T ATE15705T1 (de) | 1982-01-30 | 1983-01-12 | Verbindungsvorrichtung fuer zwei bauteile von bauwerken. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3203127A DE3203127C1 (de) | 1982-01-30 | 1982-01-30 | Verbindung fuer zwei Bauteile von Bauwerken |
DE3203127 | 1982-01-30 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0086328A1 true EP0086328A1 (de) | 1983-08-24 |
EP0086328B1 EP0086328B1 (de) | 1985-09-18 |
Family
ID=6154374
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP83100200A Expired EP0086328B1 (de) | 1982-01-30 | 1983-01-12 | Verbindungsvorrichtung für zwei Bauteile von Bauwerken |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0086328B1 (de) |
AT (1) | ATE15705T1 (de) |
DE (2) | DE3203127C1 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030089755A (ko) * | 2002-05-18 | 2003-11-28 | 비비엠코리아(주) | 고장력 볼트를 이용한 매입연결기구 |
GB2390128A (en) * | 2002-05-16 | 2003-12-31 | Screwfast Foundations Ltd | Means for attachment of a structure to a ground anchor |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1275754B (de) * | 1965-10-22 | 1968-08-22 | Fritz Lauster | Versetzanker fuer Wandverkleidungsplatten |
US4315393A (en) * | 1979-11-29 | 1982-02-16 | Schack James B | Insert for supporting hangers for conduit, pipe, cables, etc., in a channel member |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1683215A1 (de) * | 1951-01-28 | 1971-08-26 | Lutz Ing Buero | Vorrichtung zum Aufhaengen von Fassadenplatten |
DE2916003C2 (de) * | 1979-04-20 | 1982-10-07 | Frimeda Metall- Und Drahtwarenfabrik Siegfried Fricker, 7135 Wiernsheim | Verbindungsvorrichtung für zwei Bauteile von Bauwerken |
-
1982
- 1982-01-30 DE DE3203127A patent/DE3203127C1/de not_active Expired
-
1983
- 1983-01-12 DE DE8383100200T patent/DE3360802D1/de not_active Expired
- 1983-01-12 EP EP83100200A patent/EP0086328B1/de not_active Expired
- 1983-01-12 AT AT83100200T patent/ATE15705T1/de not_active IP Right Cessation
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1275754B (de) * | 1965-10-22 | 1968-08-22 | Fritz Lauster | Versetzanker fuer Wandverkleidungsplatten |
US4315393A (en) * | 1979-11-29 | 1982-02-16 | Schack James B | Insert for supporting hangers for conduit, pipe, cables, etc., in a channel member |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2390128A (en) * | 2002-05-16 | 2003-12-31 | Screwfast Foundations Ltd | Means for attachment of a structure to a ground anchor |
GB2390128B (en) * | 2002-05-16 | 2005-01-19 | Screwfast Foundations Ltd | Attachment of a structure to a ground anchor |
KR20030089755A (ko) * | 2002-05-18 | 2003-11-28 | 비비엠코리아(주) | 고장력 볼트를 이용한 매입연결기구 |
Also Published As
Publication number | Publication date |
---|---|
EP0086328B1 (de) | 1985-09-18 |
DE3360802D1 (en) | 1985-10-24 |
ATE15705T1 (de) | 1985-10-15 |
DE3203127C1 (de) | 1983-11-03 |
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