EP0144784A2 - Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade - Google Patents

Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade Download PDF

Info

Publication number
EP0144784A2
EP0144784A2 EP84113456A EP84113456A EP0144784A2 EP 0144784 A2 EP0144784 A2 EP 0144784A2 EP 84113456 A EP84113456 A EP 84113456A EP 84113456 A EP84113456 A EP 84113456A EP 0144784 A2 EP0144784 A2 EP 0144784A2
Authority
EP
European Patent Office
Prior art keywords
anchoring
tie rod
supporting part
situ concrete
facade panel
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Withdrawn
Application number
EP84113456A
Other languages
German (de)
English (en)
Other versions
EP0144784A3 (fr
Inventor
Heinz G. Riss
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0144784A2 publication Critical patent/EP0144784A2/fr
Publication of EP0144784A3 publication Critical patent/EP0144784A3/fr
Withdrawn legal-status Critical Current

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
    • E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
    • E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular to the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus

Definitions

  • the present invention relates to a facade panel anchoring with a suspension tie rod, one end of which is thickened, and with a supporting part serving to hold this tie rod and enabling its horizontal displacement, and a method for anchoring curtain-type facade panels.
  • facade panel anchors are used, which must be movable in all three directions because of in-house inadequacy, especially with regard to in-situ concrete.
  • Known facade panel anchors consist of a suspension tie rod with a threaded rod, which is embedded in the facade panel and the free end of which is mounted in height using a screw thread and nut and laterally on a slider in a bracket, which is in turn embedded in in-situ concrete. is adjustable.
  • a spacer screw is also concreted into the facade panel for the purpose of adjusting the distance to the in-situ concrete wall.
  • the suspension is able to compensate for at least -3 cm differences horizontally and vertically.
  • facade panel anchors are made of expensive rustproof material, so that despite mass production, they are expensive. A cheaper solution is therefore sought.
  • anchors are also known in which the tie rod consists of a wire rope that replaces the tie rod of other designs, but otherwise works with the same parts as the tie rods.
  • wire rope anchors are much easier to handle and require less space in terms of stacking the facade panels and damaging the threaded rods, the whole anchoring is still a very important cost factor when installing such facade panels.
  • the present invention aims to create a facade panel anchoring, which meets the official conditions with simpler means than before and is therefore cheaper with the same quality and can still be installed in the simplest way.
  • the facade panel anchoring according to the invention is characterized in that this supporting part is designed as a solid cylinder, on the two end faces of which anchoring irons are fastened in a horizontal position in a recess for in-situ concrete, with the other end of the supporting part around the supporting part in the assembled state of the anchoring Tie rod is bent in order to be attached to the in-situ concrete, freely displaceable laterally.
  • the method for anchoring curtain wall panels is also simplified according to the invention. It is characterized in that one part of a suspension tie rod, which has a thickened end area, is walled into the facade panel, and a supporting part with the longitudinal axis is fastened horizontally and parallel to the in-situ concrete wall to be clad, the supporting part in a niche of the in-situ concrete wall on both Fastened ends together with a profile iron connected to the support part, the leg of which points essentially in the direction of the resulting force acting on the support part in the assembled state, in order to stress the profile iron essentially in tension, and that the tie rod is then connected to its other end part places around the supporting part and secures the tie rod against longitudinal displacement.
  • An in-situ concrete wall 1 is shown in detail in the figures. Its surface 2 to be covered is opposite to facade panels 4 and 5, which are hung or fastened with respect to the in-situ concrete wall 1 by means of facade panel anchoring in a known manner.
  • facade panels 4 and 5 which are hung or fastened with respect to the in-situ concrete wall 1 by means of facade panel anchoring in a known manner.
  • a recess 7 also referred to as a niche, which results from the fact that before concreting, corresponding parts of the anchoring are foamed and nailed against the wooden formwork of the in-situ concrete before concreting begins.
  • the foam that is easy to remove after concreting and stripping Fabric thus creates the space inform the recess 7 for the assembly and horizontal movement of a tie rod, as will now be explained.
  • a facade panel anchor 10 which hangs on the facade panel 4 consists of a tie rod 11 inform of a wire rope, the lower end 12 of which is provided with a fixed end clamp 15. The fixation of the upper end 13 is then explained. Instead of the fixed end clamp 15, or in addition to this, the rope can be designed as a rope eye 16.
  • the lower end 12 of the tie rod 11 is placed with the fixed end clamp 15 in the central plane 18 of the facade panel 4 to be cast, and with it a bending iron 19, the shape of which is shown enlarged and which is intended for the tie rod 11 bend in the manner shown from the central plane 18 in order to let the tie rod 11 emerge from the facade panel 4 at the desired angle.
  • An upper beam which is designed as a tubular support part 20, also belongs to the facade panel anchor 10. Its two ends 21 and 22 are concreted in the in-situ concrete wall, while the middle part is exposed in the recess 7. The two ends 21 and 22 are thorned out on part of their circumference, that is, they are blown up at the edge by means of a press mandrel inserted into the tube and, after inserting curved profiled bars 26 with caulking pieces 24, for example: Wood plug ver see to prevent the profile iron 26 from sliding.
  • the radius of curvature of the driven ends 21 and 22 is preferably twice the amount of the diameter of the round profiled iron 26.
  • the legs of the profiled iron 26 are bent perpendicularly or at a smaller angle, as shown in FIG. 3, while the base is located in the tubular support part 20 .
  • a press end clamp 28 At the free or upper end 13 of the tie rod 11 there is a press end clamp 28.
  • a U-shaped wedge 29 is hammered in between the support support surface and the surface 2 of the wall 1 to be covered, the yoke 30 with the two legs 31 and 32 can be seen in the figures is. These legs 31 and 32 are provided with through holes 33 into which corresponding pins for holding the wedge are inserted after mounting the wedge 29.
  • a plate-shaped flat iron 35 with a passage 36 for the tie rod 11 instead of a wedge for adjusting the length of the tie rod 11 between in-situ concrete wall surface 2 and the tubular support part 20.
  • the rope is tensioned with a pulling device and the curtain wall panel is brought into the final position. Then the press end clamp or end sleeve 38 is mounted.
  • a stainless steel wire rope for example 8 mm in diameter, for a load capacity of approximately 1 ton, is installed in the curtain wall panel 4 as the tie rod rope 11.
  • the pressed fixed end clamp 15 prevents Tear out the tie rod from the concrete. If a rope eye 16 with a loop is used, a further pulling iron which improves the holder can be carried out through this loop.
  • the rope length can be easily adapted to the conditions at the installation site.
  • the direction of the legs of the profiled iron 26 with respect to the surface 2 of the wall 1 to be covered is chosen in the direction of the resultant of the cable forces at the tensioning or upper end 13 of the tie rod and in this itself. This direction is usually in the bisector of the angle determined by the rope forces.
  • the two tube ends 21 and 22, as mentioned, can be closed with a wooden plug 24.
  • the facade panel 4 to be assembled is kept in the final assembly position by a very expensive crane in the shortest possible time.
  • the tie rod 11 is wrapped around the free middle part of the tubular support member 12, the press end clamp 28 is mounted on the tie rod end 13 and the resulting slip is eliminated by driving in the wedge 29. If the crane therefore releases the facade panel 4, the final position should only have to be adjusted insignificantly in terms of height. Smaller changes can be brought about by further driving in or loosening the wedge 29. So that this wedge can be loosened in a controlled manner, the through holes 33 are provided. A pin can be hammered into this so that the wedge can be unlocked safely, since the pin prevents the wedge from slipping out when it lies against the rope. When the desired position of the plate 4 is reached, a pin is knocked into the wedge 29 below the rope end 13, which prevents loosening of the wedge and thus lowering of the facade plate 4 even in the event of unusual vibrations.
  • FIGS. 4 to 6 A further embodiment of a facade panel anchoring is shown in FIGS. 4 to 6.
  • This embodiment is the easiest to manufacture and therefore the cheapest.
  • a cylindrical full pin 40 is provided, on the two end faces of which an anchoring iron 41 with a bent end 42 is fastened by means of rivets 48.
  • an anchoring iron 41 with a bent end 42 is fastened by means of rivets 48.
  • At the end 42 there is a passage 43 for inserting a nail 46, with which this entire supporting part is nailed to the inner surface of a concrete formwork wall 45, as shown in FIG. 6.
  • This version has the advantage that no welding work has to be done and therefore, since it is made of 'stainless steel', no pickling process is necessary. Otherwise, this facade panel anchoring is designed analogously to that according to FIG. 3.
  • facade panel anchors shown consist of the simplest parts, which require practically no processing other than pressing and punching, which are easy to assemble, take up little space and are cheap to mass produce.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
EP84113456A 1983-12-05 1984-11-08 Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade Withdrawn EP0144784A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH650083 1983-12-05
CH6500/83 1983-12-05

Publications (2)

Publication Number Publication Date
EP0144784A2 true EP0144784A2 (fr) 1985-06-19
EP0144784A3 EP0144784A3 (fr) 1987-03-18

Family

ID=4310595

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84113456A Withdrawn EP0144784A3 (fr) 1983-12-05 1984-11-08 Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade

Country Status (1)

Country Link
EP (1) EP0144784A3 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0237998A2 (fr) * 1986-03-18 1987-09-23 Deha Ankersysteme GmbH & Co. KG Ancre pour panneau de bordage
EP0290426A2 (fr) * 1987-05-08 1988-11-09 Heinz Eggert Revêtement pour murs de bâtiments
EP0361018A1 (fr) * 1988-09-14 1990-04-04 Deha Ankersysteme GmbH & Co. KG Partie d'ancrage pour ancres d'éléments de façade et élément de façade ainsi équipé
FR2716226A1 (fr) * 1994-02-16 1995-08-18 Arteon Marcel Procédé d'élinguage de panneaux et ancre de mise en Óoeuvre.
DE202018105138U1 (de) * 2018-09-07 2019-12-10 Philipp Gmbh Seilverbindung

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7246242U (de) * 1973-04-05 Georgi Herbert Fassadenanker-Bausatz
DE2614125A1 (de) * 1976-04-01 1977-10-13 Schwaiger Jos Vorrichtung zum befestigen von fassadenplatten an einem gebaeude
DE8203220U1 (de) * 1982-02-06 1982-07-15 Imra Bauzubehör GmbH, 5990 Altena Vorrichtung zum aufhaengen von mit abstand zum bauwerk anzuordnenden fassadenplatten

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7246242U (de) * 1973-04-05 Georgi Herbert Fassadenanker-Bausatz
DE2614125A1 (de) * 1976-04-01 1977-10-13 Schwaiger Jos Vorrichtung zum befestigen von fassadenplatten an einem gebaeude
DE8203220U1 (de) * 1982-02-06 1982-07-15 Imra Bauzubehör GmbH, 5990 Altena Vorrichtung zum aufhaengen von mit abstand zum bauwerk anzuordnenden fassadenplatten

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
SCHWEIZERISCHE BAUZEITUNG, Band 93, Heft 32/33, 11. August 1975, Seiten 512-516, Z}rich, CH; H. HONEGGER "Korrosionsbest{ndige Zuganker im Fertigteilbau" *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0237998A2 (fr) * 1986-03-18 1987-09-23 Deha Ankersysteme GmbH & Co. KG Ancre pour panneau de bordage
EP0237998A3 (fr) * 1986-03-18 1988-07-27 Deha Ankersysteme GmbH & Co. KG Ancre pour panneau de bordage
EP0290426A2 (fr) * 1987-05-08 1988-11-09 Heinz Eggert Revêtement pour murs de bâtiments
EP0290426A3 (en) * 1987-05-08 1989-08-09 Heinz Eggert Cladding for building walls
EP0361018A1 (fr) * 1988-09-14 1990-04-04 Deha Ankersysteme GmbH & Co. KG Partie d'ancrage pour ancres d'éléments de façade et élément de façade ainsi équipé
FR2716226A1 (fr) * 1994-02-16 1995-08-18 Arteon Marcel Procédé d'élinguage de panneaux et ancre de mise en Óoeuvre.
WO1995022674A1 (fr) * 1994-02-16 1995-08-24 Marcel Arteon Procede d'ancrage d'elingues dans un panneau et ancre de mise en ×uvre
DE202018105138U1 (de) * 2018-09-07 2019-12-10 Philipp Gmbh Seilverbindung

Also Published As

Publication number Publication date
EP0144784A3 (fr) 1987-03-18

Similar Documents

Publication Publication Date Title
AT519067B1 (de) Dehnfugenschalung
DE2727159C3 (de) Schubbewehrung für auf Betonstützen aufgelagerte Flachdecken aus Stahl- oder Spannbeton
DE2704435B2 (de) Aufstell- und Transportanker für Betonfertigteilplatten
EP0144784A2 (fr) Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade
DE4439959C2 (de) Verfahren zum Setzen eines Anschlag- oder Distanzhalters
EP2516761B1 (fr) Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction
DE4421170C2 (de) Mauertafel
DE102020109531B3 (de) Schalungssystem
EP1126091A2 (fr) Support de montage et procédé utilisant ce support pour monter un élément préfabriqué sur une partie de bâtiment
DE19737515A1 (de) Vorrichtung zur Befestigung von Bauteilen an und im Abstand zu einem Tragwerk, insbesondere von Längsprofilen an und im Abstand zu einer Bauwerkswand und dafür geeigneter Abstandhalter
EP3892789A1 (fr) Système de coffrage
EP0833014B1 (fr) Système d'armature pour maçonnerie
EP1101883B1 (fr) Procédé pour la réalisation d'un raccordement d'armatures entre un élément de construction en béton et un élément de construction connecté
DE3820476A1 (de) Verfahren zur montage einer mit ortbeton vergiessbaren deckenschalung
WO2020160833A1 (fr) Système de montage pour le montage d'un dispositif d'ancrage et procédé pour le montage d'un dispositif d'ancrage sur des constructions partiellement bâties en béton
DE2532964C2 (de) Verfahren zum Herstellen sowie zum Manipulieren eines großformatigen Wand-Fertigbauteils
DE2534908A1 (de) Vorrichtung zur befestigung von lasten an stahlbetonbauwerken
DE2153495A1 (de) Fertigteildeckenplatte fuer den montagebau
EP2740860A1 (fr) Procédé d'installation d'un plancher surélevé, plancher surélevé et double plaque de sol
CH696206A5 (de) Höhenverstellbarer Leitungs- und Kanalträger.
DE2219564C2 (de) Aufhängevorrichtung für Bekleidungsplatten aus Beton o.dgl.
DE202005010755U1 (de) Vorrichtung zur Verankerung einer Abstützeinrichtung für eine Betonschalung
AT291501B (de) Aus Platten zusammengesetzte Unterdecke
AT137462B (de) Deckenkonstruktion.
EP4230816A1 (fr) Dispositif pour déplacer des bandes d'étanchéité entre la paroi du sol, la paroi du mur, le mur et le plafond en béton

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

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

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

18D Application deemed to be withdrawn

Effective date: 19861201