EP3502374B1 - Procédé de construction d'une cage d'escalier pourvu d'une cage d'ascenseur intégrée sur ou dans un bâtiment existant - Google Patents

Procédé de construction d'une cage d'escalier pourvu d'une cage d'ascenseur intégrée sur ou dans un bâtiment existant Download PDF

Info

Publication number
EP3502374B1
EP3502374B1 EP18213564.0A EP18213564A EP3502374B1 EP 3502374 B1 EP3502374 B1 EP 3502374B1 EP 18213564 A EP18213564 A EP 18213564A EP 3502374 B1 EP3502374 B1 EP 3502374B1
Authority
EP
European Patent Office
Prior art keywords
stairwell
existing
frame
staircase
floor
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.)
Active
Application number
EP18213564.0A
Other languages
German (de)
English (en)
Other versions
EP3502374A1 (fr
Inventor
Jochen Möglich
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
Priority to PL18213564T priority Critical patent/PL3502374T3/pl
Publication of EP3502374A1 publication Critical patent/EP3502374A1/fr
Application granted granted Critical
Publication of EP3502374B1 publication Critical patent/EP3502374B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0266—Enlarging

Definitions

  • the invention relates to a method for creating and / or connecting a staircase with an integrated elevator shaft to or in an existing building, in particular on or in a residential building, preferably for barrier-free connection of the building to the stairwell to be created.
  • the housing situation of older people (over 65 years of age) in Germany is as follows: Around 45% of them live in owner-occupied homes, 48% rent and around 7% live in other forms of living (e.g. in inpatient care for the elderly). It can also be seen that older people tend to live in older residential buildings. For example, 17.3% of all German households live in buildings that were built after 1991, while the proportion of households aged 65 and over is only 5.3% (see Seventh Report on the Situation of the Older Generation in the Federal Republic of Germany).
  • the buildings particularly affected by the invention result from the construction of the post-war period, in particular in the fifties and sixties.
  • the buildings particularly affected by the invention result from the construction of the post-war period, in particular in the fifties and sixties.
  • the buildings were built (cf. Federal and State Statistical Offices - 2011 census).
  • the post-war construction method was very much geared towards functionality. This In the multi-storey building, apart from the poor energetic insulation, it was also characterized by the fact that the cellars were usually protruding from the ground.
  • the EP 1 574 470 A1 and the JP 2003 013 615 A each disclose a method for connecting an elevator to an existing building. Furthermore, in the DE 200 02 775 U1 describes an elevator staircase module that can be connected to an existing building.
  • the present invention is based on the object of specifying a method by which an existing building is adapted using simple means in such a way that barrier-free access is possible.
  • the individual method steps of the method according to the invention do not necessarily have to take place in the order in which they are presented in claim 1. Rather, the method steps can also be carried out in a different sequence and / or at least partially at the same time.
  • the elevator shaft can also be a shaft for a lift.
  • the elevator shaft frame can also be designed as a lift shaft frame.
  • the steps of the method according to the invention can optionally be repeated in order to generate a predetermined or desired number of floors of the stairwell, for example until at least all living levels are accessible. The number of floors in the existing building and the stairwell do not have to match.
  • the lowest level of the existing building (basement) and / or the uppermost level of the existing building (top floor) could not be connected to the new stairwell.
  • the lowest floor of the stairwell and the lowest floor of the existing building do not necessarily have to coincide with one another.
  • the underlying task can be achieved in an astonishingly simple manner by creating a staircase with an integrated elevator shaft in or on an existing building, namely on the part of the building where the existing facade is open and an existing staircase is at least partially dismantled.
  • the building can be a building, in particular a residential building, with a half-story staircase.
  • the method according to the invention achieves a low-barrier or barrier-free development of the individual floors or apartments in a simple manner. It can be provided in a further advantageous manner that the entire existing staircase and existing semi-platforms are dismantled.
  • barrier-free is not necessarily to be interpreted in accordance with the German industry standard applicable on the filing date. Rather, it is to be understood as a dismantling of existing barriers so that the existing building meets, for example, senior-friendly or low-barrier requirements.
  • the method according to the invention is characterized in that no intervention in the apartment floor plans of the existing building is necessary and an extremely short construction period is to be expected. Impairments for the tenant and the resulting rent reductions are minimized.
  • an interim staircase can be built, for example on the side of the existing building facing away from the entrance. It is essential that the apartments can be accessed via the interim staircase via the apartments' existing balconies on this side of the building, for example via arcades.
  • the existing balconies can be cut off in order to achieve thermal decoupling, especially if the building is being refurbished to improve energy efficiency at the same time.
  • existing window holes could be enlarged, in particular to the size of a floor-to-ceiling window, so that the apartment can then be accessed via this new entrance.
  • Such a procedure is particularly advantageous if there are no existing balconies.
  • the newly created window could, if it is no longer needed as an entrance, have a French balcony as a fall protection.
  • the existing balcony door can advantageously be supplemented by a lockable door.
  • the existing facade can be opened, in particular windows, concrete parts and other components can be dismantled.
  • the existing staircases and semi-landings are exposed.
  • a roof opening can be made in the area of the existing staircase. Additional safety measures can be taken here to keep the roof stable. Alternatively or in addition, an emergency roof can be provided to protect against rain. Later dismantled concrete parts can be lifted through the openings that have now been created.
  • the structural conditions are checked and, if necessary, safety measures are taken before the work begins.
  • the dismantling work can then be started.
  • the work begins on the top floor and continues down floor by floor until the lowest floor, for example the basement or the ground floor, is reached.
  • the existing staircases and existing semi-landings can, for example, be cut out and / or pried out.
  • the concrete parts can be lifted out of the building using a lifting device.
  • the first part to be dismantled can be the existing staircase, which leads from the top half-landing to the top floor.
  • the existing staircase which leads from the top half-landing to the next lower floor, can then be dismantled.
  • the top semi-platform can then be dismantled. The procedure is repeated for the next lower existing half-landing until finally all of the existing half-landing and staircases have been dismantled.
  • the top wall of the basement corridor or the bottom floor can remain in place. In particular, if the top wall does not remain in place, measures to safeguard the rain can be taken for the bottom floor.
  • the excavation can be carried out with the construction of the foundation base.
  • a floor slab can then be poured, whereby any insulation measures can be carried out underneath the floor slab.
  • the outer walls of the staircase can now be built on the floor slab in masonry construction and / or as prefabricated parts, for example precast concrete parts and / or wooden elements - for example a board-and-stack construction.
  • prefabricated parts for example precast concrete parts and / or wooden elements - for example a board-and-stack construction.
  • the interior plaster in the basement or on the lowest floor is applied as quickly as possible.
  • the outer walls of the staircase do not necessarily have to be implemented as a closed construction. For example, these can also be set up as a frame structure, in particular as a steel frame structure.
  • a staircase frame is mounted on the outer walls of the staircase, in particular with the aid of a non-positive connection.
  • the stairwell frame can be formed in one piece or from at least two There are parts that are delivered to the construction site and placed on the outer walls of the staircase.
  • the frame parts can, for example, be screwed together and non-positively connected to the outer walls of the staircase.
  • the term staircase frame is to be understood in the broadest sense, this can be designed as an integral part of the staircase outer walls.
  • the staircase frame can also be a ring anchor.
  • the ring anchor could also be made in one piece.
  • the ring anchor could be cast, for example from concrete.
  • protective support measures can be taken.
  • One of the main tasks of the staircase frame is to stiffen the outer walls of the staircase and to transfer forces into the existing structure.
  • a staircase frame is not arranged on every floor; a staircase frame can possibly be dispensed with altogether.
  • first fastening elements are arranged on the outer walls of the staircase and / or the staircase frame and on the existing floor ceiling landing at the same height.
  • a U-profile with, preferably welded, bracket or a double-T-profile or IPE profile, in particular non-positively is connected to the podium on the existing floor slab landings in front of the apartments.
  • the fastening elements can be designed, for example, as pure U-profiles or as double-T-profiles or IPE-profiles.
  • At least one second fastening element in particular a U-profile or a double-T-profile or IPE profile, is attached to the existing staircase walls at the height of the existing floor ceiling platform.
  • the existing stairwell side walls can be mortised at twice the height of the second fastening elements or the second U-profiles in order to create a statically relevant support, should this be necessary after checking the structural conditions.
  • the second U-profile can then first be placed on the already assembled outer staircase frame. If the chiselled-free area is advantageously more than twice as high as the second U-profile, this can now be carefully placed behind the existing frame construction on both sides the existing outer wall can be embedded in a chiseled-free area.
  • the second U-profile can be mortared and, if necessary, positively connected to the outer frame construction. In general, any profile shapes for the first fastening element and the second fastening element are conceivable.
  • fire protection regulations must be taken into account, which can be designed differently depending on the different building classes. For example, it may be necessary to apply additional non-flammable planking in front of all flammable structures (e.g. exterior and shaft walls in wooden element construction, ceiling structures with solid structural timber (KVH)). It is also conceivable that combustible materials may no longer be used at all; in this case, the outer walls of the staircase and elevator shaft walls can be constructed as precast concrete parts and the KVH in the ceiling structures can be replaced by steel girders.
  • KVH solid structural timber
  • elevator shaft walls of at least the lowest floor of the stairwell ie at least between the lowest floor and the floor above, are erected and an elevator shaft frame is attached to or on the elevator shaft walls.
  • the elevator shaft walls on the lowest floor for example in the basement or on the ground floor of the existing building, are placed on previously attached leveling sleepers.
  • the elevator shaft walls can be made of wood element construction - for example as a board-and-stack construction.
  • the elevator shaft walls can be produced at least partially or completely from masonry and / or from precast concrete parts and / or steel.
  • an outer frame structure can also be applied to this and, if necessary, connected with a force fit.
  • the elevator shaft frame can be designed in one piece, with a multi-part, in particular two-part, design also being possible.
  • the individual frame parts can be screwed together, for example.
  • the term elevator shaft frame is also to be understood broadly, so that it is, for example, also in one piece with the Elevator shaft walls can be formed.
  • the elevator shaft frame can in particular be implemented as a ring anchor.
  • the elevator shaft frame also ensures stiffening and the dissipation of external forces. Depending on the statics, an elevator shaft frame does not have to be provided on every floor; an elevator shaft frame can possibly be dispensed with altogether.
  • the elevator shaft frame and the stairwell frame are connected to one another, in particular non-positively, via connecting elements.
  • This connection can, on the one hand, represent the boundary of the new landing in the stairwell and, on the other hand, can serve as a support for the staircase construction.
  • the prefabricated staircase for the storey is now inserted into the cavity between the outer walls of the staircase and the walls of the elevator shaft.
  • the prefabricated stair construction can be a stair frame made of tubular steel or a different material.
  • the stair construction can advantageously consist of one or more stair parts per floor, for example three stair parts. These stair parts can be screwed on site and positively connected to the outer walls of the stairwell and the walls of the elevator shaft. For example, a covering made up of emergency steps and landings can be applied to the stair construction to enable the stairs to be accessed immediately so that the stairs can be used during the assembly process, but the subsequent stair covering is not damaged.
  • the subsequent covering of the stairs can be composed as follows: Steps and risers can be clad with a fire-resistant covering, e.g. a stone covering.
  • a fire-resistant covering e.g. a stone covering.
  • the soffits of the stairs in the area of the flights of stairs and the corner landings do not have to be clad, but they can also be provided with a fire-resistant cladding without any problems if the fire protection requires this.
  • ceiling or floor elements can be introduced both on the fastening elements and on the connecting elements.
  • These can be beams (e.g. KVH or steel) that are used in Direction of the existing interior walls, between the two already installed profiles or U-profiles.
  • the girders can be inserted in the same direction as the girders in the hallway, between the staircase frame and the connecting elements between the staircase frame and the elevator shaft frame.
  • a panel e.g. OSB panel
  • the beams could be laid in opposite directions.
  • the profiles would not be placed on the existing landing (rear) and the building's outer wall (outside), but would be fixed to the left and right of the existing ceilings, for example dowelled.
  • the profiles could also be beams made of wood or another material, due to the smaller span.
  • the steps of the method according to the invention can be repeated until a predetermined number of floors is reached for the stairwell. It is possible that the outer staircase walls outside the basement (bottom floor) are made of wood element construction. The remaining steps are carried out in the same way as on the floor below. The same applies to all the following floors. After the top floor has also been created in the manner described, an existing emergency roof can be dismantled and the roof closed. It is expressly pointed out that the stairwell outer walls and / or the elevator shaft walls can also extend over more than one floor, in extreme cases over all floors.
  • a further advantage of the method according to the invention comes into play, namely that it can be expanded as required by floor.
  • Carrying out the method according to the invention is usually accompanied by further renovation measures, for example an energetic renovation of the facade and the roof. If the energetic renovation of the attic is to be carried out, it can be advantageous for the apartment owner to add a storey (e.g. a penthouse) to the existing building and thus create additional, attractive, barrier-free living space.
  • a storey e.g. a penthouse
  • a door element or a door or a partition comprising a door element could be erected in the transition between a corridor of the existing building and the stairwell.
  • the partition could consist of the same material as a staircase outer wall or as an elevator shaft wall.
  • the partition and the stairwell outer wall or the elevator shaft wall do not have to be made of the same material.
  • one of these components could be placed in a wooden frame and the other component or components could be bricked up. This ensures that the stairwell does not have to be included in the energetic building envelope in an energetic calculation.
  • This advantage exists in particular in the case of a steel frame construction of the stairwell outer walls.
  • the stairwell could be implemented in such a way that it can be included in the energetic building envelope.
  • a ramp or a large embankment can be added as a local measure to enable barrier-free access to the ground floors.
  • an additional stopping station of the elevator is realized at the level of the entrance of the existing building, so that barrier-free access to the elevator is created even without an embankment and it is possible to bypass the existing platform located at the level of the existing entrance . Barrier-free access to all floors is thus created via the barrier-free access to the lift. This means that all floors can be accessed barrier-free.
  • an existing building can be equipped with an extremely compact design with a stairwell which includes a lift. In this way, locally specified limit distances can be adhered to and the usability of existing buildings can be significantly improved.
  • a building 1 is shown in several views, on which a staircase 2 with an integrated elevator shaft 3 has been created by the method according to the invention. It is pointed out again that the elevator shaft 3 can also be a shaft for a lift.
  • the existing facade is first opened and the existing staircase 4 is dismantled.
  • the existing staircase 4 is dismantled.
  • the existing staircase 4 can be dismantled in a simple manner from the top floor to the basement.
  • the staircase outer walls 9 of the lowest floor of the staircase 2 are attached, which in this embodiment is level with the basement 16 of the existing building 1.
  • the lowest floor of the staircase 2 can also be connected to the existing building 1 above the basement 16, for example on the ground floor.
  • Staircase frame 10 shown are attached on the staircase outer walls 9 .
  • First fastening elements 11 are then fastened to the staircase frame 10 and the existing landing 12 which is at the same height.
  • elevator shaft walls 13 can then be erected at the level of the basement 16 of the existing building 1 and on the elevator shaft walls 13 of the only in Fig. 8 elevator shaft frame 20 shown are created.
  • the existing construction of elevator shaft frame 20 and staircase frame 10 is connected to one another via connecting elements 14, which on the one hand represent the delimitation of the new floor landings in the staircase and on the other hand serve as supports for the staircase construction or staircase elements 15.
  • the staircase elements 15 are installed in the cavity between the stairwell outer walls 9 and the elevator shaft walls 13 and floor elements 21 are then arranged on the fastening elements 11 and the connecting elements 14, so that a hallway or ceiling construction is created.
  • a stopping station for the elevator can be provided at the level of the existing entrance 22.
  • the elevator can be reached barrier-free, whereby all floors or the basement can be reached via the elevator.
  • the top floor of the staircase 2 is designed as part of an increase in the existing house 1, so that the ceiling of the top floor of the staircase 2 is realized as part of the roof. This is an optional design.
  • a first fastening element 11 is shown. Thereafter, the first fastening element 11 is designed as a U-profile 17 with a bracket 18 attached to it.
  • the bracket 18 can be welded to the U-profile 17, for example.

Claims (13)

  1. Procédé pour l'installation et/ou la fixation d'une cage d'escalier (2) avec une cage d'ascenseur intégrée (3) au niveau ou dans un immeuble (1) existant, plus particulièrement au niveau ou dans un immeuble d'habitation, de préférence pour la fixation sans barrière de l'immeuble (1) à la cage d'escalier (2), dans lequel au moins une partie d'une façade existante est ouverte, comprenant les étapes suivantes :
    - construction de parois extérieures de cage d'escalier (9) au moins de l'étage inférieur de la cage d'escalier (2) et montage d'un cadre de cage d'escalier (10) au niveau respectivement sur les parois extérieures de la cage d'escalier (9),
    - construction de parois de cage d'ascenseur (13) au moins de l'étage inférieur de la cage d'escalier (2) et montage d'un cadre de cage d'ascenseur (20) au niveau respectivement sur les parois de la cage d'ascenseur (13),
    - installation d'au moins un élément d'escalier (15) et, le cas échéant, d'au moins un élément de sol (21) entre les parois extérieures de la cage d'escalier (9) et les parois de la cage d'ascenseur (13) de façon à ce que l'élément d'escalier ou les éléments d'escalier (15) s'étende(nt) autour de la cage d'ascenseur (3) et
    - dans lequel le cadre de la cage d'ascenseur (20) et le cadre de la cage d'escalier (10) sont reliés entre eux par l'intermédiaire d'au moins un élément de liaison (14), caractérisé en ce que
    - une cage d'escalier existante (4) est démontée de façon à ce que les volées d'escalier existantes (5, 6) et les demi-plateformes existantes (7) soient complètement démontées, mais que les plateformes de plafonds d'étages existantes (12) subsistent,
    - des premiers éléments de fixation (11) sont montés sur les parois extérieures de la cage d'escalier (9) et/ou sur le cadre de la cage d'escalier (10) ainsi que sur une plateforme de plafond d'étage existante (12) se trouvant à la même hauteur et
    - à la hauteur de la plateforme de plafond d'étage existante (12), est monté au moins un deuxième élément de fixation sur des parois de la cage d'escalier existante.
  2. Procédé selon la revendication 1, caractérisé en ce que le démontage de la cage d'escalier existante (4) a lieu en commençant par l'étage supérieur de l'immeuble vers le bas.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que, avant et/ou pendant et/ou après le démontage de la cage d'escalier existante (4), a lieu une ouverture du toit existant.
  4. Procédé selon l'une des revendications 1 à 3, caractérisé en ce que le démontage est effectué de façon à ce qu'une paroi de tête de l'étage inférieur (16) de la cage d'escalier existante (4) reste en place au moins pour le moment.
  5. Procédé selon l'une des revendications 1 à 4, caractérisé en ce qu'une semelle de fondation est soulevée et un plancher (8) est coulé, sur lequel les parois extérieures de la cage d'escalier (9) sont érigées.
  6. Procédé selon l'une des revendications 1 à 5, caractérisé en ce que les parois extérieures de la cage d'escalier (9) sont érigées en maçonnerie et/ou sous la forme d'élément préfabriqués, plus particulièrement des éléments préfabriqués en béton et/ou des éléments en bois, et/ou sous la forme d'une construction de cadre, plus particulièrement sous la forme d'un cadre en acier.
  7. Procédé selon l'une des revendications 1 à 6, caractérisé en ce que le cadre de la cage d'escalier (10) est réalisé d'une seule pièce ou est constitué d'au moins deux parties, qui sont vissées entre elles et, de préférence, reliées par force avec les parois extérieures de la cage d'escalier (9) et/ou est conçu comme une armature annulaire.
  8. Procédé selon l'une des revendications 1 à 7, caractérisé en ce que, en tant que premiers éléments de fixation (11), sur la plateforme de plafond d'étage existante (12) et sur le cadre de cage d'escalier (10) est fixé respectivement un profilé en U (17) ou un profilé en U (17) avec un angle de maintien (18) fixé à celui-ci ou un profilé en double T respectivement un profilé IPE.
  9. Procédé selon l'une des revendications 1 à 8, caractérisé en ce que l'au moins un deuxième élément de fixation est un profilé en U ou un profilé en double T respectivement un profilé IPE.
  10. Procédé selon l'une des revendications 1 à 9, caractérisé en ce que les parois de la cage d'ascenseur (13) sont réalisées en menuiserie et/ou en maçonnerie et/ou sous la forme d'éléments préfabriqués et/ou en acier et/ou en ce que le cadre de la cage d'ascenseur (20) est constitué d'une partie ou de plusieurs parties.
  11. Procédé selon l'une des revendications 1 à 10, caractérisé en ce que, dans la transition entre un couloir de l'immeuble existant (1) et la cage d'escalier (2) est monté un élément de porte ou une cloison comprenant un élément de porte.
  12. Procédé selon l'une des revendications 1 à 11, caractérisé en ce que l'étage inférieur de la cage d'escalier (2) est fixée à une cave de l'immeuble existant (1) et en ce que l'immeuble existant (1) comprend un rez-de-chaussée et au moins un , plus particulièrement deux ou plus deux étages.
  13. Procédé selon l'une des revendications 1 à 12, caractérisé en ce que l'étage supérieur de la cage d'escalier (2) est conçu comme une partie d'une augmentation de l'immeuble existant (1), de façon à ce que le plafond de l'étage supérieur de la cage d'escalier (2) soit réalisé en tant que partie du toit.
EP18213564.0A 2017-12-20 2018-12-18 Procédé de construction d'une cage d'escalier pourvu d'une cage d'ascenseur intégrée sur ou dans un bâtiment existant Active EP3502374B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL18213564T PL3502374T3 (pl) 2017-12-20 2018-12-18 Sposób budowy klatki schodowej ze zintegrowanym szybem windy na lub w istniejącym budynku

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102017223447.4A DE102017223447A1 (de) 2017-12-20 2017-12-20 Verfahren zur Erstellung eines Treppenhauses mit integriertem Aufzugsschacht an oder in einem bestehenden Gebäude sowie ein durch das Verfahren erstelltes Treppenhaus

Publications (2)

Publication Number Publication Date
EP3502374A1 EP3502374A1 (fr) 2019-06-26
EP3502374B1 true EP3502374B1 (fr) 2021-07-28

Family

ID=64745893

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18213564.0A Active EP3502374B1 (fr) 2017-12-20 2018-12-18 Procédé de construction d'une cage d'escalier pourvu d'une cage d'ascenseur intégrée sur ou dans un bâtiment existant

Country Status (3)

Country Link
EP (1) EP3502374B1 (fr)
DE (1) DE102017223447A1 (fr)
PL (1) PL3502374T3 (fr)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20002775U1 (de) * 2000-02-16 2000-08-10 Mueller Wolfgang T Aufzugs-Treppenhausmodul mit variablen Abmessungen
JP2003013615A (ja) * 2001-07-03 2003-01-15 Chikashi Soda 既存階段室型集合住宅へのエレベータ設置方法
DE10210909B4 (de) * 2002-03-05 2007-08-30 Rwp Hochbau Gmbh Fertigwandteil
FI20040329A (fi) * 2004-03-02 2005-09-03 Rakennustoimisto Palmberg Oy Menetelmä hissin sovittamiseksi rakennukseen
DE102011052727A1 (de) * 2011-08-16 2013-03-07 Rico Müller Aufzugsanlage und Verfahren zu deren Anbindung an das Treppenhaus eines bestehenden Gebäudes

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
PL3502374T3 (pl) 2022-01-10
EP3502374A1 (fr) 2019-06-26
DE102017223447A1 (de) 2019-06-27

Similar Documents

Publication Publication Date Title
EP3712355B1 (fr) Procédé d'équipement ultérieur d'un bâtiment d'une installation d'ascenseur et ensemble de composants destiné à la mise en uvre du procédé
DE865652C (de) Bauwerk, insbesondere Wohnhaus, Garage, Behelfsheim od. dgl.
EP0038800B1 (fr) Ossature ouverte a base de cadres pour l'erection de constructions
WO2017220653A1 (fr) Procédé de modernisation d'un bâtiment et agencement comportant un système d'ascenseur installé dans un bâtiment
DE202021004270U1 (de) Vorgefertigter, transportierbarer Aufzugsturm
EP3502374B1 (fr) Procédé de construction d'une cage d'escalier pourvu d'une cage d'ascenseur intégrée sur ou dans un bâtiment existant
DE10210909B4 (de) Fertigwandteil
EP3498929B1 (fr) Module de bâtiment de construction en hauteur et bâtiment conçu à l'aide dudit module
DE102020129790A1 (de) Verfahren zum Nachrüsten eines Gebäudes mit einer Aufzugsanlage und vorgefertigter, transportierbarer Aufzugsturm
DE102014103852A1 (de) Mehrgeschossiges Wohngebäude
DE102005050066A1 (de) Außenbauteil und Außenaufzug zum Anbau an bestehende Gebäude
DE102008058930B3 (de) Errichtung eines Schachtgerüstes für vereinfachte Aufzugsanlagen
EP0419785A2 (fr) Béton renfermant du polystyrène pour pièces préfabriquÀ©es en béton
EP1431468A1 (fr) Section du bâtiment avec des éléments de double parois et procédé de construction
DE19954649A1 (de) Verfahren und Vorrichtung zur nachträglichen Montage von Aufzügen an Gebäuden
EP1862611A2 (fr) Immeuble avec construction additionnelle
DE959761C (de) Bauweise mit vereinheitlichten, vorgefertigten und raumhohen Wandteilen
DE202005013829U1 (de) Wohnhaussystem
DE2115469A1 (de) Gebäude aus vorgefertigten Elementen und Verfahren zur Errichtung eines derartigen Gebäudes
DE10231775A1 (de) Verfahren zum Einbau eines Personenaufzugs
DE3500703A1 (de) Fachwerkhauswand
DE102020126966A1 (de) Lichteinfallsvorrichtung
DE202022100797U1 (de) Lichteinfallsvorrichtung für Kellerräume
EP0752035A1 (fr) Batiments a plusieurs etages en pieces prefabriquees en beton
EP0128294A2 (fr) Elément de mur

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

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

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20191121

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20200204

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20210430

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502018006297

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1414874

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210815

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20210728

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

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20211028

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20211028

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20211129

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

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20211029

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

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502018006297

Country of ref document: DE

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

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

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

Effective date: 20220429

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

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20211231

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

Ref country code: LU

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

Effective date: 20211218

Ref country code: IE

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

Effective date: 20211218

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

Ref country code: BE

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

Effective date: 20211231

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

Ref country code: PL

Payment date: 20221213

Year of fee payment: 5

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

Ref country code: CH

Payment date: 20230103

Year of fee payment: 5

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

Ref country code: IT

Payment date: 20221230

Year of fee payment: 5

Ref country code: DE

Payment date: 20230224

Year of fee payment: 5

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230516

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

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20210728

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

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20181218

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

Ref country code: GB

Payment date: 20231220

Year of fee payment: 6

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

Ref country code: FR

Payment date: 20231219

Year of fee payment: 6

Ref country code: CZ

Payment date: 20231206

Year of fee payment: 6

Ref country code: AT

Payment date: 20231214

Year of fee payment: 6