EP0560660A1 - Mehrstöckige Untergrundgaragen und Bauverfahren dafür - Google Patents

Mehrstöckige Untergrundgaragen und Bauverfahren dafür Download PDF

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Publication number
EP0560660A1
EP0560660A1 EP93400581A EP93400581A EP0560660A1 EP 0560660 A1 EP0560660 A1 EP 0560660A1 EP 93400581 A EP93400581 A EP 93400581A EP 93400581 A EP93400581 A EP 93400581A EP 0560660 A1 EP0560660 A1 EP 0560660A1
Authority
EP
European Patent Office
Prior art keywords
floor
slabs
slab
floors
walls
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP93400581A
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English (en)
French (fr)
Other versions
EP0560660B1 (de
Inventor
Pierre Orsat
Khelil Doghri
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.)
Freyssinet International STUP SA
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Freyssinet International STUP SA
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Publication of EP0560660A1 publication Critical patent/EP0560660A1/de
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Publication of EP0560660B1 publication Critical patent/EP0560660B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/08—Garages for many vehicles
    • E04H6/10—Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
    • E02D29/055—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel

Definitions

  • the invention relates to underground parking lots or similar structures with multiple superposed floors and to the methods of construction of these structures.
  • the floors delimiting the different floors are then built from the bottom up from the bottom of the pit, using slabs which can be poured in place or prefabricated.
  • the invention makes it possible, among other things, to eliminate these various drawbacks.
  • the construction methods of the type in question according to the invention are essentially characterized in that successive floors of the floors are successively formed from top to bottom using large juxtaposed concrete slabs, each slab being poured at its final level, in an appropriate formwork located inside the structure under construction, then put in place by simple horizontal displacement on consoles formed on the internal faces opposite the parallel longitudinal walls, each floor formed of slabs thus juxtaposed then being wedged transversely between the two longitudinal walls, which it supports, before the lower floor is dug to that of which this floor constitutes the ceiling and in that we proceed following the following steps: we begin by hollowing out the portion, of the pit, corresponding to the two upper floors of the structure, then we build as indicated c i above the floor separating these two floors, then we hollow out the portion, of the pit, corresponding to the third floor counted down from the ground level, then we build in the manner indicated above the floor separating this third floor of the next upper floor and so on.
  • the invention includes, apart from these main provisions, certain other provisions which are preferably used at the same time and which will be more explicitly discussed below.
  • the walls 1 and 2 are intended in particular to delimit a central corridor bordered by two series of boxes or parking spaces for vehicles, while the walls 3 and 4 delimit hoppers 5 and 6 for helical access ramps.
  • the different walls 1 to 4 are poured in a manner known per se into the ground from the surface of this ground, over their entire height, before the excavation begins, or digging, from inside the box or pit bounded by these walls.
  • the cover 7 of this box is then formed on the ground, also before the digging of the box begins.
  • This cover 7 is formed by a reinforced concrete and / or prestressed concrete structure which is both capable of supporting the road surface of vehicles on the surface and of constituting the ceiling of the upper floor A of the parking lot.
  • the portion, included inside the buried vertical walls 1 to 4 is then hollowed out, corresponding to the two upper floors A and B of the parking lot to be constructed, starting with a hopper 5 (figure 2).
  • the level of the formwork 11 is such that the slabs 12 successively molded in it are all, from their molding at the level they must occupy after their final installation.
  • Said formwork 11 is in the form of a tray which is normally supported by a set 16 of cables or the like itself suspended from an appropriate beam such as the cover 7.
  • This type of support for the tank or formwork 11 is reinforced, when the concrete is poured into it, by a base 15 composed of posts or struts immobilized using appropriate wedges, a base which can easily be retract at least in part so as to lower the tank for stripping purposes.
  • Each slab 12 ( Figures 6 to 8) advantageously comprises a plate or slabs 17 of relatively small thickness, for example equal to 10 cm, reinforced below by longitudinal ribs 18, that is to say extending parallel to the walls 1 and 2 and transverse ribs 19.
  • the vertical thickness of these ribs is for example between 30 and 40 cm.
  • Said ribs together form closed flanges which are advantageously armed by prestressing cables.
  • each large slab 12 is only slightly less than the distance between the two walls 1 and 2, being for example equal to 15 meters if this distance 1 is equal to 16 meters, and its dimension longitudinal b or "length" in the longitudinal direction is for example of the order of 10 meters, which corresponds to the surface of the slab capable of being poured every day on the site.
  • the shifting R is generally ensured by means of ropes or cables cooperating with suitable winches and attached to frames 24 ( Figures 9, 10) temporarily mounted on the front edges of the slabs to be moved.
  • the shift in question may involve slipping or rolling.
  • the slab 12 slides over the crows 10 and, to make sliding possible without excessive friction, it is reported on the facing surfaces, slabs and crows, suitable for coming into mutual contact, respectively strips 20 of polytetrafluoroethylene and sheets or plates of stainless steel 21.
  • the carriages 26 could be self-propelled.
  • the floor 9 of the upper floor A is thus completely constructed by individual casting of successive slabs 12, then put in place by shifting these slabs into their final positions, juxtaposed "longitudinally".
  • This digging is carried out using the machine 8 as visible in FIG. 3, this time from the excavated portion of the second hopper 6, which is then used for the evacuation of the earth.
  • the resistance to the horizontal thrust of the earth required of the longitudinal walls 1 and 2 is only that which corresponds to a height of two floors, generally of the order of five meters.
  • the crows 10 or consoles 10 ′ can be placed on the walls 1 and 2 support the floor of the second floor B.
  • the machine 8 When the machine 8 reaches the level of the formwork 11, the base 15 is retracted from this formwork and the latter is suspended from the upper attachment beam by means of the set of cables or the like 16 (FIG. 4): the machine 8 can thus complete the excavation of stage C in line with the entire first hopper 5.
  • the formwork 11 and its support means are then lowered by one floor: said formwork is then ready to mold new large slabs 12 at the level of the floor 9 of the second floor B (FIG. 5) and the second floor is executed by a succession of steps similar to those relating to the execution of the first floor: molding of large slabs 12, then formwork removal thereof, tensioning of their prestressing reinforcements in the preferred case where such reinforcements are provided, placing of said slabs by sliding in their final positions of mutual longitudinal juxtaposition, execution of the connection joints between the slabs thus juxtaposed and transverse setting of these slabs.
  • the invention is in no way limited to those of its modes of application and embodiments which have been more especially envisaged; on the contrary, it embraces all variants, in particular those in which the formwork 11 would lend itself to certain local modifications, for example with a view to providing a weakened area in one of the large slabs 12 successively molded using this formwork. , easy to break after installation of the slab, for example for the purpose of clearing a hopper in this slab, intended to deliver passage to a staircase for pedestrians and (or to an elevator.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP93400581A 1992-03-09 1993-03-05 Mehrstöckige Untergrundgaragen und Bauverfahren dafür Expired - Lifetime EP0560660B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9202781 1992-03-09
FR9202781A FR2688246B1 (fr) 1992-03-09 1992-03-09 Perfectionnements aux parkings souterrains ou analogues a etages multiples et a leurs procedes de construction.

Publications (2)

Publication Number Publication Date
EP0560660A1 true EP0560660A1 (de) 1993-09-15
EP0560660B1 EP0560660B1 (de) 1997-05-28

Family

ID=9427491

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93400581A Expired - Lifetime EP0560660B1 (de) 1992-03-09 1993-03-05 Mehrstöckige Untergrundgaragen und Bauverfahren dafür

Country Status (5)

Country Link
EP (1) EP0560660B1 (de)
AT (1) ATE153727T1 (de)
DE (1) DE69310963D1 (de)
ES (1) ES2104085T3 (de)
FR (1) FR2688246B1 (de)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1001827C2 (nl) * 1995-12-05 1997-06-06 Hollandsche Betongroep Nv Werkwijze voor het vervaardigen van een ruimte, zoals een parkeerruimte, onder of boven een verkeersbaan.
FR2955878A1 (fr) * 2010-01-29 2011-08-05 Bruno Curis Procede de construction d’un parking souterrain et structure d’un tel parking
RU2562359C2 (ru) * 2014-04-02 2015-09-10 Общество с ограниченной ответственностью "Инженерное бюро Юркевича" Односводчатая многоуровневая станция метрополитена и способ ее возведения (конструкция юркевича п.б.)
RU2565314C2 (ru) * 2014-04-02 2015-10-20 Общество с ограниченной ответственностью "Инженерное бюро Юркевича" Способ возведения станции метрополитена (способ юркевича п.б.)
RU2601787C1 (ru) * 2015-09-03 2016-11-10 Илья Александрович Бородин Способ сооружения фундаментной опоры
RU2604098C1 (ru) * 2015-11-02 2016-12-10 федеральное государственное автономное образовательное учреждение высшего образования "Южно-Уральский государственный университет" (национальный исследовательский университет)" (ФГАОУ ВО "ЮУрГУ" (НИУ) Способ строительства подземного многоэтажного сооружения
RU190916U1 (ru) * 2018-11-15 2019-07-16 Сергей Олегович Зеге Подземное сооружение
CN110042863A (zh) * 2019-04-29 2019-07-23 中铁第四勘察设计院集团有限公司 全复合装配式地铁车站地下墙与预制中板节点及施工方法
CN114108642A (zh) * 2021-12-08 2022-03-01 北京市市政四建设工程有限责任公司 匝道桥和地下综合体结构并行建造方法
RU2766876C1 (ru) * 2021-06-23 2022-03-16 Открытое акционерное общество "Научно-исследовательский, проектно-изыскательский институт "Ленметрогипротранс" Способ строительства эскалаторного каскадного комплекса для входа на станции метрополитена, сооружаемого открытым способом производства работ

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2715497C1 (ru) * 2019-05-16 2020-02-28 Открытое акционерное общество "Научно-исследовательский, проектно-изыскательский институт "Ленметрогипротранс" Способ возведения и устройство однопролетной станции метрополитена открытого способа производства работ

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1263735A (fr) * 1960-08-02 1961-06-09 Procédé pour la construction de garages souterrains ou d'autres locaux souterrains
BE682639A (de) * 1965-06-16 1966-12-01
EP0371537A2 (de) * 1988-11-25 1990-06-06 Amedeo Clavarino Verfahren und Bauelemente zum Errichten von unterirdischen Garagen
EP0382608A1 (de) * 1989-02-07 1990-08-16 Sondages Injections Forages "S.I.F." Entreprise Bachy Verfahren zur Erstellung einer Baugrube mittels Schlitzwandtecknik unter Verwendung von entspannbaren vorgespannten Deckenelementen

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1263735A (fr) * 1960-08-02 1961-06-09 Procédé pour la construction de garages souterrains ou d'autres locaux souterrains
BE682639A (de) * 1965-06-16 1966-12-01
EP0371537A2 (de) * 1988-11-25 1990-06-06 Amedeo Clavarino Verfahren und Bauelemente zum Errichten von unterirdischen Garagen
EP0382608A1 (de) * 1989-02-07 1990-08-16 Sondages Injections Forages "S.I.F." Entreprise Bachy Verfahren zur Erstellung einer Baugrube mittels Schlitzwandtecknik unter Verwendung von entspannbaren vorgespannten Deckenelementen

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1001827C2 (nl) * 1995-12-05 1997-06-06 Hollandsche Betongroep Nv Werkwijze voor het vervaardigen van een ruimte, zoals een parkeerruimte, onder of boven een verkeersbaan.
FR2955878A1 (fr) * 2010-01-29 2011-08-05 Bruno Curis Procede de construction d’un parking souterrain et structure d’un tel parking
RU2562359C2 (ru) * 2014-04-02 2015-09-10 Общество с ограниченной ответственностью "Инженерное бюро Юркевича" Односводчатая многоуровневая станция метрополитена и способ ее возведения (конструкция юркевича п.б.)
RU2565314C2 (ru) * 2014-04-02 2015-10-20 Общество с ограниченной ответственностью "Инженерное бюро Юркевича" Способ возведения станции метрополитена (способ юркевича п.б.)
RU2601787C1 (ru) * 2015-09-03 2016-11-10 Илья Александрович Бородин Способ сооружения фундаментной опоры
RU2604098C1 (ru) * 2015-11-02 2016-12-10 федеральное государственное автономное образовательное учреждение высшего образования "Южно-Уральский государственный университет" (национальный исследовательский университет)" (ФГАОУ ВО "ЮУрГУ" (НИУ) Способ строительства подземного многоэтажного сооружения
RU190916U1 (ru) * 2018-11-15 2019-07-16 Сергей Олегович Зеге Подземное сооружение
CN110042863A (zh) * 2019-04-29 2019-07-23 中铁第四勘察设计院集团有限公司 全复合装配式地铁车站地下墙与预制中板节点及施工方法
CN110042863B (zh) * 2019-04-29 2024-05-03 中铁第四勘察设计院集团有限公司 全复合装配式地铁车站地下墙与预制中板节点及施工方法
RU2766876C1 (ru) * 2021-06-23 2022-03-16 Открытое акционерное общество "Научно-исследовательский, проектно-изыскательский институт "Ленметрогипротранс" Способ строительства эскалаторного каскадного комплекса для входа на станции метрополитена, сооружаемого открытым способом производства работ
CN114108642A (zh) * 2021-12-08 2022-03-01 北京市市政四建设工程有限责任公司 匝道桥和地下综合体结构并行建造方法

Also Published As

Publication number Publication date
EP0560660B1 (de) 1997-05-28
DE69310963D1 (de) 1997-07-03
FR2688246A1 (fr) 1993-09-10
FR2688246B1 (fr) 1994-05-27
ATE153727T1 (de) 1997-06-15
ES2104085T3 (es) 1997-10-01

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