EP0442130B1 - Bauteil als Fugen- und/oder Dilatations- und/oder Kragplattenelement für zementgebundene, bewehrte Baukonstruktionen - Google Patents

Bauteil als Fugen- und/oder Dilatations- und/oder Kragplattenelement für zementgebundene, bewehrte Baukonstruktionen Download PDF

Info

Publication number
EP0442130B1
EP0442130B1 EP90125242A EP90125242A EP0442130B1 EP 0442130 B1 EP0442130 B1 EP 0442130B1 EP 90125242 A EP90125242 A EP 90125242A EP 90125242 A EP90125242 A EP 90125242A EP 0442130 B1 EP0442130 B1 EP 0442130B1
Authority
EP
European Patent Office
Prior art keywords
parts
profiled parts
component according
building component
web
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
Application number
EP90125242A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0442130A1 (de
Inventor
Rudolf Enzler
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.)
STADLER HEERBRUGG HOLDING AG
Original Assignee
STADLER HEERBRUGG HOLDING AG
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 STADLER HEERBRUGG HOLDING AG filed Critical STADLER HEERBRUGG HOLDING AG
Priority to AT90125242T priority Critical patent/ATE90757T1/de
Publication of EP0442130A1 publication Critical patent/EP0442130A1/de
Application granted granted Critical
Publication of EP0442130B1 publication Critical patent/EP0442130B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • 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
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6803—Joint covers
    • E04B1/6804—Joint covers specially adapted for floor parts

Definitions

  • the invention relates to a component as a joint and / or dilatation and / or cantilever element for cement-bonded, reinforced building structures, which has one or more pipe pieces that can be inserted or inserted transversely to its longitudinal direction in the openings in the openings for receiving reinforcement elements.
  • dilation elements which, in order to prevent a cold bridge, cause a concrete structure to be completely separated. Accordingly, such dilatation elements must be designed to be completely closed, with only pipe pieces being used in order to be able to use reinforcement elements which can transmit the transverse force between the concrete structures located on both sides of the dilatation element.
  • a similar dilation element, corresponding to the preamble of claim 1, is known from CH-A-666 505.
  • cantilever slab elements which are intended to provide insulation between, for example, a concrete ceiling construction and a freely projecting balcony slab. These are in turn provided with corresponding pipe sections so that the reinforcement elements can be passed through. In addition, additional reinforcement elements are required here, which must ensure proper load transmission.
  • a building structure e.g. a concrete wall or a concrete ceiling
  • components of different heights or widths are required as a joint, dilatation or cantilever element. It is therefore not only necessary to have an enormous inventory, but there is also hardly any possibility of individually adapting the components to the building structures.
  • the object of the invention is therefore to create a component of the type mentioned at the outset which can be assembled from inexpensive individual parts and is therefore suitable for use in a number of different applications.
  • the component consists of two elongated profile parts to be arranged at a distance from one another and one or more web parts connecting the two profile parts, the profile parts and the web parts being plugged together in a positive and / or frictional manner in the manner of a tongue and groove connection and optionally mutually fixed by additional fasteners and the insertion length of one part in the groove of the other part is determined depending on the thickness of the construction, and that the pipe pieces or openings for receiving the pipe pieces are arranged in the profile parts and / or in the web parts or are trained.
  • elongated profile parts By using elongated profile parts, correspondingly long components can be prefabricated on the one hand and on the other hand the required strength of the components is given to take over the load until the concrete structure is finished. Since the two profile parts can be mutually fixed via web parts, it can be perfectly adapted to the most varied thicknesses of concrete structures. It is therefore also possible to use the same basic element both as a joint element and as a dilatation or cantilever plate element manufacture usable component. A relatively large area can be covered with a single size of web parts. In the case of thicker building constructions, the profile parts can remain the same, only slightly longer web parts being required. It would therefore usually suffice to use 2 to max. 3 different web sizes to cover all applications of such components.
  • the simplest construction is that the web parts have grooves on two opposite edge regions facing the profile parts, into which the mutually facing edge regions of the two profile parts can be inserted. Since the web parts come to rest in the concrete structure without being visible from the outside, they can be made somewhat thicker, so that the formation of these grooves on both sides does not represent a strength problem for the web parts. The elements are said to be able to withstand the rough construction site operations.
  • the profile parts are advantageously designed as elongated, plate or strip-shaped elements.
  • the profile parts can therefore have a very simple basic shape, this also being of particular importance with regard to the assembly with the web parts.
  • a version is particularly expedient in which the profile parts have a thickening on their outer edge region in the assembly position, which has a cross section is preferably designed as a trapezoidal extension.
  • a groove widening outwards is formed in the building structure, the thickening of the profile parts lying in this area either remaining in the building structure or else being able to be separated out in order to introduce a sealant, if necessary.
  • the depth of the two-sided grooves on the web parts is approximately one third of the total height of the web parts. A correspondingly large area is therefore possible with a single design of web parts.
  • the width of the web parts viewed in the longitudinal direction of the components, be designed according to a grid dimension, the width being smaller than the height of the web parts. Pre-assembly of the components is therefore possible in a simple manner, since pipe sections must be used at predetermined intervals to insert reinforcement elements according to the load cases.
  • the width of the web parts is matched to the spacing of successive openings for receiving pipe pieces in the profile parts, the width of the web parts advantageously corresponding to half the distance between two successive openings.
  • a web part can be inserted between two pieces of pipe intended to hold reinforcement elements.
  • this distance between the individual reinforcement elements is also retained if such a pipe piece is used in every second of the successive web parts.
  • the friction-locked connection of the ones plugged together with a tongue and groove connection is sufficient for proper pre-assembly Parts out.
  • the profile parts and the web parts can be firmly connected to one another by gluing, by screws or pins.
  • the construction of the component according to the invention provides additional possibilities for reinforcing the component in its longitudinal direction. This is achieved by using reinforcement elements in the area between the bottom of the grooves in the web parts and the facing edge of the profile parts. These can extend over the entire length of the component or, for example, can only be used in the connection area between successive components. In this way there is also a good connection possibility for, for example, components adjoining one another at an angle.
  • the profile parts and the web parts are made of wood and / or plastic or another, poorly heat-conducting material. It is possible that the section of the profile parts forming the thickening and the plate or strip-shaped section are manufactured separately and releasably connected to one another. This is particularly advantageous if the component is used as a joint element. The part of the profile part forming the thickening can then be removed again very simply after the construction has been produced, for example in order to fill a sealant into the groove formed thereby.
  • a joint tape or a sealing element sealing a joint can be glued or screwed on, for example.
  • a groove in the part of the profile part forming the thickening into which a connecting web of a joint tape is then pressed.
  • the pipe pieces are made of an elastically bendable and, if necessary, elastically shortenable or extendable material.
  • an element for absorbing transverse forces is proposed, which is characterized by a mandrel which is oriented on both sides of the component and transversely to it and which has one end inserted into a displaceably in the pipe section , engages at the end of the closed sleeve and projects freely with its other end over the pipe section.
  • This creates a reinforcement element which engages in the two structural structures separated by the dilatation element and thus bridges the non-load-bearing area of the dilatation element. Since one end of this mandrel engages in a sleeve closed at the end, the mandrel can be displaced in this sleeve, so that thermal expansion or shortening between the two separate structural structures can be compensated for.
  • the mutually facing ends of the two sleeves are arranged at a distance from one another, so that movement compensation is also possible in this regard.
  • the component according to the invention and its individual parts will initially be explained in more detail with reference to FIG. 1.
  • the component is used as a dilatation element and is used to create joints in cement-bound, reinforced building structures.
  • the component 1 consists of two spaced-apart, elongated profile parts 2 and 3, which are of identical design but are arranged in mirror image, and of a plurality of web parts 4 connecting the two profile parts 2 and 3.
  • the profile parts 2, 3 and the web parts 4 interlock positively and / or frictionally.
  • openings 5 for receiving pipe sections 6 are provided in the profile parts 2 and 3.
  • the reinforcement elements of the concrete structure can be passed through these pipe sections 6, so that continuous reinforcement is ensured.
  • the profile parts 2, 3 and the web parts 4 can be plugged together in the manner of a tongue and groove connection.
  • the web parts 4 have grooves 7 on two opposite edge regions facing the profile parts 2, 3, into which grooves the mutually facing edge regions of the two profile parts 2 and 3 can be inserted. If the side boundaries of the grooves 7 and the outer surfaces of the profile parts 2 and 3 are designed to match one another, the frictional engagement alone results in a construction which is stable in itself and which is also sufficient for rough construction site operation. It is therefore also possible to pre-assemble the components so that only the laying has to be carried out on the construction site. If a firm connection is to be created between the profile parts 2, 3 and the web parts 4, it is conceivable to glue the parts together or to use screws or pins in the connection area.
  • the profile parts 2, 3 are advantageously designed as elongated, plate or strip-shaped elements. It is thus possible to prefabricate the individual components in certain lengths in order to achieve a certain grid dimension. Especially when the component is used as a joint element, it is expedient if the profile parts 2, 3 have a thickening 8 on their outer edge region in the assembly position, which is preferably designed in cross section as a trapezoidal extension.
  • the depth of the two-sided grooves 7 on the web parts 4 is approximately one third of the total height of the web parts 4, so that the profile parts 2, 3 can engage relatively far in the grooves of the web parts 4. It is also possible to vary the overall height of the component within relatively large limits. This means that a further area of application can be covered with a single size of parts. Depending on how as far as the profile parts 2, 3 are inserted into the grooves 7 of the web parts 4, the total height of the component 1 becomes larger or smaller.
  • the width B of the web parts 4, as seen in the longitudinal direction of the components 1, is designed according to a grid dimension, the width B being smaller than the height H of the web parts 4.
  • the width B of the web parts 4 is advantageous in terms of the spacing between successive openings 5 for the inclusion of pipe sections 6 matched.
  • the width B of the web parts 4 corresponds to half the distance between two successive openings 5. There is therefore a distance A between two successive web parts 4, which corresponds to the width B of a web part 4.
  • FIG. 2 shows component 1 for use in a dilatation element.
  • the distance A shown in FIG. 1 is then closed by a further web part, so that a component 1 which is closed over its entire length is obtained.
  • reinforcement elements 11 can be used, which can reinforce the component 1 in its longitudinal direction significantly.
  • indentations 12 are provided on the two opposite edge regions of each second web part in order to allow the passage of the tube pieces 6.
  • the reinforcement elements 11 according to FIG. 2 inserted into a free space within the groove 7 can of course also be used in the embodiment variants according to FIGS. 1 and 4.
  • the profile parts 2, 3 and the web parts 4 can be made of wood and / or plastic or another, poorly heat-conducting material. It is advantageous to manufacture from a plastic or from a foam, which provides sufficient strength for the necessary rough construction site operation.
  • the pipe sections 6 can be made of metal or plastic.
  • An expedient embodiment is to manufacture the tube pieces 6 from an elastically bendable and possibly elastically shortenable or extendable material. This is possible, for example, if the pipe section consists of a corrugated or corrugated element in the longitudinal direction.
  • a mandrel 15 is provided, which engages with its one end 16 in a sleeve 17, which is slidably inserted into the tube piece 6 and is closed at the end, and projects freely with its other end 18 over the tube piece 6.
  • the remaining annular gap between the pipe section 6 and the mandrel 15 is at least partially closed by an inserted sleeve 19.
  • the section of the profile parts 2, 3 forming the thickening 8 and the plate-shaped section 21 of the profile parts 2, 3 are manufactured separately and releasably connected to one another.
  • Such a possibility will also be particularly useful if the profile parts 2, 3 and possibly also the web parts 4 made of wood, e.g. Plywood, are formed.
  • the thickening 8 can then be screwed or nailed onto the section 21 of the profile parts 2, 3.
  • the profile parts 2, 3 inserted into the web parts 4 can then be firmly connected to the web parts 4 by screws 22 or pins.
  • the web parts 4 are arranged at a much greater distance from one another than in the embodiment according to FIG. 1.
  • the profile parts 2 and 3 as well as the web parts 4 and also the special shape thereof are not tied to the one shown in the drawings. It would also be conceivable to use different construction variants depending on the application.
  • the overall width or height of the component 1 is generally dimensioned such that the overall thickness of the building structure, e.g. a concrete ceiling or a concrete wall.
  • tube pieces 6 of different lengths can also be used for a single component.
  • 7 is a short pipe section 6 provided, which only serves to carry out the reinforcement used in the construction.
  • a longer piece of pipe 6 is shown, which is used in particular for tension anchoring in dilatation joints.
  • the pipe section 6 made of plastic or a steel pipe used here is extended on one side and in turn penetrated by a reinforcement element 23.
  • This reinforcement element 23 is embedded on both sides of the pipe section 6 in the concrete, ie anchored therein.
  • the relatively long pipe section 6 keeps the reinforcement element 23 in a secure position until the concrete has finally set.
  • a joint tape 24 or a corresponding sealing element is arranged, which is connected to the same by any type of connection, for example by screwing, nailing or gluing. A joint in a building construction is therefore completely covered.
  • components 1 are always shown in an approximately horizontal position in the drawings, nothing is said about a specific application of the component 1.
  • the component according to the invention can be used both in horizontal and in vertical building structures, in particular in concrete building structures.
  • the construction of the component 1 according to the invention also creates the possibility that the profile parts 2, 3 do not necessarily have to run parallel to one another, but rather run in accordance with the respective shape of the construction to be equipped with them. If, for example, a concrete wall or a concrete slab converges towards one side, then the profile parts 2 and 3 form a correspondingly acute angle to one another, which can be easily accomplished by the plugged-together design. Given correspondingly large changes in thickness in a building construction, it would also be conceivable to use web parts 4 of different lengths over the length of a single component, so that the distance between the two profile parts 2 and 3 can be bridged in each case.
  • the main advantage of the construction according to the invention lies in the simple possibility of adaptation to different thicknesses of building constructions and in the lowest possible storage of different parts, which can be assembled in a simple manner if necessary and prepared for the construction site.
  • the tube pieces 6 are circular. It would also be conceivable within the scope of the invention to make these pipe sections polygonal in cross section.
  • One such variant is to provide the pipe sections with a rectangular cross section, the longer side being arranged in the longitudinal direction of the component 1. If, for example, a sleeve 19 or 17 and a corresponding mandrel according to FIG. 4 are then inserted into such a piece of pipe, a lateral movement possibility for such a mandrel which transfers the transverse force is also possible. In such an embodiment, however, it is expedient if the space remaining on both sides of the sleeve 19 or 17 is filled with an elastically flexible sealing agent, in order to prevent concrete from penetrating into the pipe section when it is introduced.
  • a reinforcement element 11 can be inserted into the free area of the grooves 7.
  • a bolt-shaped reinforcement element is shown in the drawing.
  • flat iron or other profile shapes could also be inserted here.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
EP90125242A 1990-02-12 1990-12-21 Bauteil als Fugen- und/oder Dilatations- und/oder Kragplattenelement für zementgebundene, bewehrte Baukonstruktionen Expired - Lifetime EP0442130B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90125242T ATE90757T1 (de) 1990-02-12 1990-12-21 Bauteil als fugen- und/oder dilatationsund/oder kragplattenelement fuer zementgebundene, bewehrte baukonstruktionen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH444/90A CH681031A5 (enrdf_load_stackoverflow) 1990-02-12 1990-02-12
CH444/90 1990-02-12

Publications (2)

Publication Number Publication Date
EP0442130A1 EP0442130A1 (de) 1991-08-21
EP0442130B1 true EP0442130B1 (de) 1993-06-16

Family

ID=4187168

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90125242A Expired - Lifetime EP0442130B1 (de) 1990-02-12 1990-12-21 Bauteil als Fugen- und/oder Dilatations- und/oder Kragplattenelement für zementgebundene, bewehrte Baukonstruktionen

Country Status (4)

Country Link
EP (1) EP0442130B1 (enrdf_load_stackoverflow)
AT (1) ATE90757T1 (enrdf_load_stackoverflow)
CH (1) CH681031A5 (enrdf_load_stackoverflow)
DE (1) DE59001800D1 (enrdf_load_stackoverflow)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH686894A5 (de) * 1993-02-23 1996-07-31 Anton H Erb Verfahren zum Herstellen einer Dilatationsfuege zwischen zwei aneinanderstossenden Betonteilen.
DE19519613A1 (de) * 1995-05-29 1996-12-05 Sfs Handels Holding Ag Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
EP0959188A2 (de) 1998-05-22 1999-11-24 SFS Handels Holding AG Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4300181C2 (de) * 1993-01-07 2001-11-29 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
BE1007398A3 (fr) * 1993-08-20 1995-06-06 Rebuild World Rbw Sa Supports pour bow-windows et balcons et batiment comportant ces supports.
DE19718021B4 (de) * 1997-04-29 2006-09-14 Halfen Gmbh & Co. Kommanditgesellschaft Thermisch isolierendes Bauelement
DE19722051A1 (de) * 1997-05-27 1998-12-03 Schoeck Bauteile Gmbh Modulares Bauelementsystem zur Wärmedämmung
DE19722028B4 (de) * 1997-05-27 2005-09-01 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
US8677712B1 (en) * 2013-05-17 2014-03-25 William Leo Edmonds, Jr. Thermal joint for cold storage construction

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH666505A5 (en) * 1984-12-10 1988-07-29 Sfs Stadler Ag Expansion component bridging reinforced-concrete seam - comprises second oblong member fixed at ends to first and third ones

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2158953A (en) * 1937-11-26 1939-05-16 Adolph J Sabath Load transferring and aligning device
US2651243A (en) * 1951-03-24 1953-09-08 Guille Arthur Le Page Joint bar device
US3045565A (en) * 1957-06-25 1962-07-24 Felix L Nettleton Expansion joint kit
US4346542A (en) * 1979-07-09 1982-08-31 Kohkichi Tateno Joint for use in concrete deposit
DE3302719C1 (de) * 1983-01-27 1984-08-23 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Bauelement zur Waermedaemmung bei Gebaeuden
GB2185046A (en) * 1985-11-29 1987-07-08 Square Grip Ltd Concrete reinforcing elements allowing for relative movement between concrete and element
CH674752A5 (enrdf_load_stackoverflow) * 1988-03-18 1990-07-13 Proceq Sa

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH666505A5 (en) * 1984-12-10 1988-07-29 Sfs Stadler Ag Expansion component bridging reinforced-concrete seam - comprises second oblong member fixed at ends to first and third ones

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH686894A5 (de) * 1993-02-23 1996-07-31 Anton H Erb Verfahren zum Herstellen einer Dilatationsfuege zwischen zwei aneinanderstossenden Betonteilen.
DE19519613A1 (de) * 1995-05-29 1996-12-05 Sfs Handels Holding Ag Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
DE19519613C2 (de) * 1995-05-29 2000-04-13 Sfs Handels Holding Ag Heerbru Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
EP0959188A2 (de) 1998-05-22 1999-11-24 SFS Handels Holding AG Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
DE19823100C1 (de) * 1998-05-22 2000-01-13 Sfs Handels Holding Ag Heerbru Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen

Also Published As

Publication number Publication date
EP0442130A1 (de) 1991-08-21
ATE90757T1 (de) 1993-07-15
DE59001800D1 (de) 1993-07-22
CH681031A5 (enrdf_load_stackoverflow) 1992-12-31

Similar Documents

Publication Publication Date Title
DE3005571C2 (de) Bauelement zur Wärmedämmung bei Gebäuden
DE3650275T2 (de) Verbundanker für Mauerwerk.
EP0641901B1 (de) Montage-Bausystem für ein Holzhaus
DE10348852A1 (de) Schalungssystem
DE202004004965U1 (de) Schalungselement
EP0117897B1 (de) Bauelement zur Wärmedämmung bei Gebäuden
EP0442130B1 (de) Bauteil als Fugen- und/oder Dilatations- und/oder Kragplattenelement für zementgebundene, bewehrte Baukonstruktionen
DE202010007659U1 (de) Dämmplatte und Wärmedammwand mit einer solchen Dämmplatte
DE10043609C1 (de) Mauerwerk
DE2610998B2 (de) Halterung zur Befestigung von Bekleidungsplatten vor einer Bauwerkswand
DE4300181C2 (de) Bauelement zur Wärmedämmung bei Gebäuden
EP1589156B1 (de) Verbindungselement zur Verbindung von Betonfertigteilen
DE19519614C2 (de) Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
EP1052339A2 (de) Mauerblock zum Mauern von mörtelfugenfreien Wänden sowie Maueranker hierfür
CH718328A2 (de) Abschalleiste, Überdeckungsabschalung, Abschalungselement, Schalungsanordnung, Verfahren zum Aufbau einer Schalungsanordnung und Verfahren zum Herstellen einer Abschalleiste.
EP0745733A1 (de) Kragplatten- und/oder Fugenelement für bewehrte baukonstruktionen
DE2841055A1 (de) Rolladenkasten mit gestuerztem u-profil und stirnseitigen abschlussdeckeln
AT395194B (de) Blockhausartiges gebaeude
DE8230619U1 (de) Traegerprofil
EP0014728A1 (de) Hohler Verpressdübel
DE2815227A1 (de) Wandelement sowie verfahren zur montage von wandelementen
DE3632703A1 (de) Fugen-schalungs-element
EP3798377B1 (de) Verfahren zur herstellung eines bauwerks
DE3009460A1 (de) Bausatz fuer den geschossaufbau von in fertigbauweise erstellbaren gebaeuden
DE2058113A1 (de) Bautafel und Verbindung derselben mit einer anderen Bautafel bzw. mit einer festen Wand

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

Kind code of ref document: A1

Designated state(s): AT CH DE FR GB IT LI

17P Request for examination filed

Effective date: 19911005

17Q First examination report despatched

Effective date: 19911209

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT CH DE FR GB IT LI

REF Corresponds to:

Ref document number: 90757

Country of ref document: AT

Date of ref document: 19930715

Kind code of ref document: T

REF Corresponds to:

Ref document number: 59001800

Country of ref document: DE

Date of ref document: 19930722

ITF It: translation for a ep patent filed
ET Fr: translation filed
GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19930914

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19991022

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19991102

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19991103

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19991123

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19991230

Year of fee payment: 10

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20001221

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20001221

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20001231

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20001231

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20001221

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20010831

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20011002

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20051221