EP1801301B1 - Procédé pour ajouter des étages à un bâtiment - Google Patents

Procédé pour ajouter des étages à un bâtiment Download PDF

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Publication number
EP1801301B1
EP1801301B1 EP06396023A EP06396023A EP1801301B1 EP 1801301 B1 EP1801301 B1 EP 1801301B1 EP 06396023 A EP06396023 A EP 06396023A EP 06396023 A EP06396023 A EP 06396023A EP 1801301 B1 EP1801301 B1 EP 1801301B1
Authority
EP
European Patent Office
Prior art keywords
building
bearing
structures
floor
load
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.)
Not-in-force
Application number
EP06396023A
Other languages
German (de)
English (en)
Other versions
EP1801301A1 (fr
Inventor
Janne Salonen
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.)
Rakennustoimisto Palmberg Oy
Original Assignee
Rakennustoimisto Palmberg Oy
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 Rakennustoimisto Palmberg Oy filed Critical Rakennustoimisto Palmberg Oy
Publication of EP1801301A1 publication Critical patent/EP1801301A1/fr
Application granted granted Critical
Publication of EP1801301B1 publication Critical patent/EP1801301B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • 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
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3561—Extraordinary methods of construction, e.g. lift-slab, jack-block adding living space above existing structures

Definitions

  • the invention relates to a method of adding extra floors on a building mainly retaining the external dimensions, in which method the roof of the building, which is to be raised, is either an already free upper floor, as a flat roof, or it is arranged as a free upper floor or otherwise as a flat surface, in order to start the raising, for instance demolishing the ridge roof on it, and the floors, which are to be raised, are formed in lifting up the walls, the partition wall, floor elements and mounting them in place, whereby at least a part of the raising part bearing-frame is made to run from the ground off the earth footing, whereby several vertical load-bearing structures are placed outside the building.
  • the disadvantage of this method is that the building gets padded with lashings of vertical pillars and horizontal beams, which are still at a distance from the wall of the building.
  • the additional floors are made by the conventional method of construction, with the exception that the base floor of each additional floor is of quite thick reinforced concrete slab, because there is in the centre of the building structure, which would be bearing from the under-side.
  • Thick horizontal beams running through the building must be mounted to hold up the additional floors. These ones hinder apartment planning and may possibly add the floor height for nothing.
  • Patent publication US 4,980,999 discloses and apparatus and method for raising a roof and possible extra floors in a building by using lifting towers arranged about the building.
  • the towers are made to run from the ground off the earth footing
  • the opposite each other locating lifting towers are interconnected with a horizontal beam.
  • the roof structure is hung from the horizontal beam when mounting it on the top of the building.
  • the used lifting devices and towers are removed when the building is ready.
  • the walls of the building are working as load-bearing structures.
  • the final construction has not any added supporting poles outside the initial building.
  • a new invention is made, characteristic of which is that in the initial phase of the method the said bearing structures are extended to the final height of the building, whereby at least said structures on the opposite sides of the building are interlocked and that in the method bearing force is taken to the structures, which form the raising, both from said load-bearing structures and further a part of the bearing-force is formed by interlocking the load-bearing structures from their upper ends by means of a bearing structure, as a lattice, and from the lattice bearing-force is arranged by means of pulling means to the horizontal beams which at least partly hold up the structures, which form the raising.
  • Figure 1 shows a an apartment house, in which additional floors are built.
  • FIG. 1 there is presented an original apartment house, in the upper edge of which there are low platform elements 7, which have formed the edge parts of the flat roof structure in the original building.
  • the original building can also have a ridge roof, whereby it has to be demolished. If there has been a flat roof or similar it is easier to start building additional floors.
  • the method according to the invention includes at first building of additional footings outside the building in many places determined in advance for vertical bearing pillars. In figure 1 these footings are shown at each cantilever outside the building.
  • the cantilevers 1 are built in conformity with the outer surface of the building possibly as covered pillars, which are tied also to the original wall structure most suitably at the joints between the elements.
  • the pillars are of reinforced concrete structure or lattice columns of steel.
  • pillars 1, 2 are extended to the final height of the building with added floors.
  • An especially good solution is to join pillars 2 from their upper ends by a structure 3, which is an already finished roof truss of the new building.
  • Figure 1 shows a solution of such kind. Mainly the additional floors are supported by means of pillars 2. If there in the upper part of the original building are no low elements, so it is profitable to form such ones, for instance as a portion of and together with the wall element, which as raising part is at first mounted, so that a low attic space would be formed.
  • the gables there can also be corresponding pillars.
  • the pillar is lifted so that raising part is removed and from above the old gable wall one advances with new wall elements, for the support of which all the ends of the floor elements and of the other ends of the upper floors of all floors are fitted.
  • Adding roofs to a building does not necessarily require any change of the stair hall. Naturally, the old stair hall and lift can be raised only.
  • the old roof is a watertight flat roof, it is advantageous to keep it watertight with its roof outlets, whereby it remains as flood protection of the lower apartments in case of water damage of the upper part of the building.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Mechanical Engineering (AREA)
  • Electrochemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Paper (AREA)
  • Elevator Control (AREA)
  • Disintegrating Or Milling (AREA)

Claims (9)

  1. Méthode pour rehausser un bâtiment tout en en conservant pour l'essentiel les dimensions extérieures, dans laquelle méthode
    - la toiture du bâtiment à rehausser constitue un plan supérieur déjà libre, par exemple un toit plat, ou alors on peut en faire un plan supérieur qui sera libre, ou bien toute autre surface de départ plane aux fins du rehaussement, par exemple en défaisant la toiture à deux versants et
    - les étages rajoutés sont constitués en élevant les éléments de l'enveloppe, des cloisons (9) et du plancher intermédiaire (6) et en les mettant en place, auquel cas on fera partir au moins une partie du bâti de la portion rajoutée des fondations sur la surface du sol, auquel cas plusieurs structures verticales (1, 2) supportant la charge et partant desdites fondations au sol seront disposées à l'extérieur du bâtiment, caractérisé par le fait que dans la phase initiale de la méthode les structures portantes (1, 2) seront prolongées jusqu'à la hauteur définitive du bâtiment, auquel cas au moins les structures mentionnées (2) situées sur les faces opposées du bâtiment seront reliées les unes aux autres et la force de portance sera dirigée sur les parois extérieures et intermédiaires (9) ainsi que sur les éléments du plancher (6), qui constitueront le rehaussement,
    a) depuis lesdites structures (2) portant la charge, qui resteront comme structures portantes définitives, et
    b) une partie de la force de portance sera constituée en reliant les structures supportant la charge (2) par le haut les unes aux autres à l'aide d'une structure portante telle qu'une ferme de toiture (3) et on mettra en place la force de portance au départ de la ferme (3)à l'aide d'un organe de tirage (4) jusqu'aux poutres horizontales (5) supportant au moins partiellement les parois extérieures et intermédiaires (9) ainsi que les éléments du plancher (6) constituant le rehaussement.
  2. Méthode conforme à la revendication 1, caractérisée par le fait que l'on dispose à chaque étage plusieurs poutres horizontales (5) supportant les planchers intermédiaires (6) et les éléments (9) de l'étage.
  3. Méthode conforme à la revendication 1, caractérisée par le fait que l'on laisse entre la portion rajoutée et la portion original, autrement dit entre leurs plafonds et leurs planchers, une portion basse pour le transfert horizontal des gaines, tuyauteries et câblages.
  4. Méthode conforme à la revendication 1, caractérisée par le fait que l'ascenseur est démonté sur la portion du bâtiment d'origine et que la cage d'escalier et la cage d'ascenseur libérée (10) sont transformées en conduit de transfert vertical des gaines, tuyauteries et câblages.
  5. Méthode conforme à la revendication 1, caractérisée par le fait que la cage d'escalier est démolie sur la portion du bâtiment d'origine et qu'au moins une partie de cette cage est transformée en conduit de transfert vertical des gaines, tuyauteries et câblages.
  6. Méthode conforme à la revendication 1, caractérisée par le fait que l'on construit dans cette méthode à l'extérieur du bâtiment un nouvel espace (11) pour l'ascenseur et/ou la cage d'escalier.
  7. Méthode conforme à la revendication 1, caractérisée par le fait que l'on utilise comme structures portantes verticales (1), (2) au moins en partie des structures de ferme et qu'à l'aide de ces structures on supporte des poutres horizontales (5), qui sont installées aux différents étages pour relier les structures (2) les unes aux autres.
  8. Méthode conforme à la revendication 1, caractérisée par le fait que l'on utilise comme structures portantes des structures verticales (1), (2) et que l'on assure à l'aide d'organes de tirage (4) un support supplémentaire aux poutres horizontales (5), qui sont installées aux différents étages pour relier les structures (2) les unes aux autres.
  9. Méthode conforme à la revendication 1, caractérisée par le fait qu'une structure (3) reliant les structures (2) par leur haut est mise en place pour faire office de ferme de toiture pour le toit à construire.
EP06396023A 2005-12-23 2006-12-27 Procédé pour ajouter des étages à un bâtiment Not-in-force EP1801301B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI20051326A FI122569B (fi) 2005-12-23 2005-12-23 Menetelmä rakennuksen korottamiseksi

Publications (2)

Publication Number Publication Date
EP1801301A1 EP1801301A1 (fr) 2007-06-27
EP1801301B1 true EP1801301B1 (fr) 2011-02-02

Family

ID=35510689

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06396023A Not-in-force EP1801301B1 (fr) 2005-12-23 2006-12-27 Procédé pour ajouter des étages à un bâtiment

Country Status (5)

Country Link
EP (1) EP1801301B1 (fr)
AT (1) ATE497561T1 (fr)
DE (1) DE602006019938D1 (fr)
DK (1) DK1801301T3 (fr)
FI (1) FI122569B (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103225423B (zh) * 2013-04-10 2015-10-14 北京筑福建筑事务有限责任公司 一种既有建筑围套式加层结构及其施工方法
CN103790393B (zh) * 2014-01-17 2016-06-08 上海建工四建集团有限公司 一种既有建筑结构整体置换的施工方法

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2615220B1 (fr) * 1987-05-13 1992-07-31 Duez Alain Procede de construction successive de planchers superposes de batiment
US4980999A (en) * 1988-07-27 1991-01-01 Terenzoni Robert S System for raising a roof
FI20040329A (fi) * 2004-03-02 2005-09-03 Rakennustoimisto Palmberg Oy Menetelmä hissin sovittamiseksi rakennukseen

Also Published As

Publication number Publication date
FI122569B (fi) 2012-03-30
DK1801301T3 (da) 2011-05-23
DE602006019938D1 (de) 2011-03-17
FI20051326A (fi) 2007-06-24
ATE497561T1 (de) 2011-02-15
EP1801301A1 (fr) 2007-06-27
FI20051326A0 (fi) 2005-12-23

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