EP2236677B1 - Verfahren zum Bau eines Gebäudes unter einem architektonischen Denkmal - Google Patents

Verfahren zum Bau eines Gebäudes unter einem architektonischen Denkmal Download PDF

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Publication number
EP2236677B1
EP2236677B1 EP10003429.7A EP10003429A EP2236677B1 EP 2236677 B1 EP2236677 B1 EP 2236677B1 EP 10003429 A EP10003429 A EP 10003429A EP 2236677 B1 EP2236677 B1 EP 2236677B1
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EP
European Patent Office
Prior art keywords
loadbearing
building
piles
temporary
created
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
EP10003429.7A
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English (en)
French (fr)
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EP2236677A3 (de
EP2236677A2 (de
Inventor
Mägi Arvu
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.)
Amhold AS
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Amhold AS
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Publication of EP2236677A2 publication Critical patent/EP2236677A2/de
Publication of EP2236677A3 publication Critical patent/EP2236677A3/de
Application granted granted Critical
Publication of EP2236677B1 publication Critical patent/EP2236677B1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/48—Foundations inserted underneath existing buildings or constructions
    • 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
    • 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
    • E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
    • 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

Definitions

  • the invention belongs in the construction field, treating more specifically a method for creating a new building under and around an authentically preserved architectural monument, which is located on an infirm base.
  • a vertical dredging-type structural design is known ( JP4092020 , Obhayashi Corp, published on 25.03.1992), where the soil is excavated from beneath an existing building, using a method, where a steel-sheet cylinder is pressed down while using the existing building as the supporting points for the jack.
  • a cylinder-shaped shaft is dug into the soil and jacks are positioned between the upper edge of the shaft and the building. The shaft is pressed down with the compressive force of the jacks and with the inner concave. When the reaction force to the traction(repulsive) force of the jacks is removed, the shaft will sink in the bottom and a building can be created under the existing building without using temporary structures.
  • Another known method is that of producing an insulated foundation recess to an existing building ( JP 184144 , Taisei Corp, published on 15.07.1997).
  • the soil around the existing building is excavated, whereby a recess is formed.
  • the soil that is immediately under the framework casing of the existing building is also excavated, to achieve an underground space that joins the lower part of the recess, while the upper parts of the existing piles, where the piles have been installed in the soil in the lower part of the framework casing, remain exposed.
  • New piles are driven into the soil of the lower part of the recess. Then a pad footing together with new piles is created in the upper soil of the joined casing recess.
  • the support wall that surrounds the side walls of the casing is built into a joint casing together with the pad footing.
  • a pressure-resistant slab is formed, to increase the contact area with the underground soil.
  • the existing piles will penetrate the pressure-resistant slab without being in contact with it.
  • a method that is closest to this invention by the technical nature is the method for creating a new building under an existing building ( JP 58123925 , Tekken Constr Co, published on 23.07.1983).
  • the foundation of the existing building is joined with a new created support beam and is installed by means of a jack between the installed new support beam and support piles so that the new support beam will rise up, the weight of the existing building will be transferred to support piles.
  • the horizontal layer is formed by inserting a support material between the support beam and support piles, when the support material has expanded and hardened, the jack is removed, a recess is excavated and the new building is created under the existing building.
  • the applicant presents a method according to claim 1 for creating a building under an architectural monument, comprising the following stages:
  • the figure presents the conceptual solution for creating a building under and around an architectural monument.
  • a rigid loadbearing structure 2 is created vertically under the authentically preserved building 1.
  • the rigid loadbearing structure 2 is first executed at a half width of structure 2.
  • the rigid and loadbearing structure 2 is created with gaps and by sections as to the plan. After the completion of the executed section, the uncompleted parts of the rigid and loadbearing structure 2 are created. Then, after the first half of structure 2 has achieved its rigidity, the second half of structure 2 is executed similarly to the first half.
  • cross-beams 3 are installed in the structure, whereat the installation of a cross-beam is preceded by the installation of temporary piles 5, which reach down to and rest on the loadbearing soil layer 6.
  • Structure 2 is provided with openings for tensile fittings 4.
  • the rigid and load bearing structure 2 is pre-tensioned with tensile fittings 4 in the upper and lower half.
  • the cross-beam 3 is supported by means of temporary piles 5.
  • Jacks 7 are installed between the cross-beams 3 and temporary piles 5, providing the temporary piles 5 with pre-tension. Pre-tension is provided to temporary piles 5 in order to prevent possible subsiding of the authentically preserved building 1 as a result of a possible unevenness of loadbearing soil layer 6 and deformation.
  • a loadbearing and waterproof structure 9 is created around the sideways perimeter of the underground part 8 of the new building to be created under building 1, reaching down to the loadbearing surface 6.
  • the loadbearing and waterproof structure 9 is created under high pressure by pressing liquid binder into infirm soil 10, resulting in a slurry of the soil and the binder, which will turn into a hard and waterproof material, i.e. the loadbearing and waterproof structure 9, in the course of hardening.
  • a loadbearing and waterproof structure 9 will be created in vertical, similarly to the loadbearing structure of the preserved building 1.
  • a horizontal waterproof layer 11 is created under the underground part 8 of the new created building.
  • the waterproof horizontal layer 11 is created in a concave form between the loadbearing and waterproof structure 9 and temporary piles 5. Due to the concave form of the waterproof horizontal layer 11, an arch will form between the load bearing and waterproof structure and temporary piles 5, holding the buoyancy force of surface water.
  • the recess for the underground part 8 of the new building will be excavated by reach sections. This is followed by building piles 12, on-pile foundation 13 and loadbearing framework 14, after which the temporary piles 5 will be removed down to on-pile foundation 13. Jacks 7 and cross-beams 3 are also removed.
  • the temporary pulls 15 are installed to the load bearing and waterproof structure 9 to receive the side trust of soil. The temporary pulls 15 are released after the completion of the underground part 8 of the new building.
  • the new surface structures 16 are built, using transparent materials for the external borders 17, making it possible to display the authentically preserved building 1.
  • the level of surface water 18 next to the underground part 8 of the new building of the authentically preserved building 1 is not lowered and in order to prevent the local rise of surface water level, drainage 19 will be created around the underground part 8 of the new building. Drainage 19 will ensure that the surface water level 18 will remain unchanged in the vicinity of the underground part 8 of the new building.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Mechanical Engineering (AREA)
  • Electrochemistry (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Foundations (AREA)

Claims (5)

  1. Verfahren zur Herstellung eines Gebäudes unter einem architektonischen Monument mit Schritten (1) zur Unterstützung des Fundaments des vorhandenen Gebäudes durch Stützträger und Pfähle mit Hebern; Herstellung einer horizontalen Schicht, Entfernen der Heber, Ausgraben einer unterirdischen Aushöhlung, Bau eines neuen Gebäudes unter einem vorhandenen Gebäude, gekennzeichnet dadurch, dass
    - eine starre tragfähige Konstruktion (2) unter dem Gebäude gebaut wird, um das Fundament des vorhandenen Gebäudes (1) zu unterstützen, wobei die Konstruktion (2) vertikal in zwei Teilen hergestellt wird;
    - zwei Teile der Konstruktion (2) mit Aussparungen und abschnittsweise nach dem Plan hergestellt werden und nachdem die Abschnitte fertig sind, die Konstruktion (2) in unbeendeten Teilen hergestellt wird;
    - die Konstruktion (2) mit dehnbaren Teilen (4) am oberen und unteren Teil der Konstruktion (2) vorgespannt wird;
    - temporäre Pfähle eingerammt werden (5);
    - Querbalken (3) in der Konstruktion (2) eingebaut und mit temporären Pfählen (5) unterstützt werden;
    - Heber (7) zwischen Querbalken (3) und temporären Pfählen (5) eingebaut werden;
    - unter dem vorhandenen Gebäude (1), um den unterirdischen Teil (8) eine tragfähige und wasserfeste Konstruktion (9) bis zur tragfähigen Oberfläche hergestellt wird;
    - unter dem unterirdischen Teil (8) des neuen Gebäudes eine horizontale wasserfeste Schicht (11) zwischen der tragfähigen und wasserfesten Konstruktion (9) und den temporären Pfählen (5) hergestellt wird;
    - eine Aushöhlung für das neue Gebäude ausgegraben und temporäre Heber (15) an der tragfähigen und wasserfesten Konstruktion (9) eingebaut werden;
    - Pfähle (12), Pfahlfundament (13) und tragfähiges Rahmen (14) gebaut werden;
    - temporäre Pfähle (5), Heber (7), Querbalken (3) und temporäre Heber (15) werden entfernt;
    - neue Oberflächenkonstruktionen (16) mit einem transparenten Material für externe Grenzen (17) gebaut werden und
    - Abfluss (19) wird um den unterirdischen Teil (8) des neuen Gebäudes hergestellt wird.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Konstruktion (2) zuerst zur halben Breite der Konstruktion (2) hergestellt wird und wenn das erste Teil seine Steife erreicht hat, das zweite Teil der Konstruktion (2) hergestellt wird, wobei Öffnungen für dehnbare Teile (4) im oberen und unteren Teil der Konstruktion (2) gelassen werden.
  3. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die temporären Pfähle (5) auf eine Weise eingerammt werden, dass sie in der tragfähigen Schicht der Erde liegen (6).
  4. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Konstruktion (9) tragfähig und wasserfest ist, indem Flüssigkeitsbinder in die unsteife Erde (10) unter Hochdruck eingepresst wird.
  5. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die temporären Pfähle (5) bis zum Pfahlfundament (13) entfernt werden.
EP10003429.7A 2009-03-31 2010-03-30 Verfahren zum Bau eines Gebäudes unter einem architektonischen Denkmal Not-in-force EP2236677B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EEU200900032U EE00970U1 (et) 2009-03-31 2009-03-31 Meetod ehitise rajamiseks arhitektuurim„lestise alla

Publications (3)

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EP2236677A2 EP2236677A2 (de) 2010-10-06
EP2236677A3 EP2236677A3 (de) 2013-06-19
EP2236677B1 true EP2236677B1 (de) 2014-06-11

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EP (1) EP2236677B1 (de)
EE (1) EE00970U1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112096109A (zh) * 2020-08-27 2020-12-18 中国二十冶集团有限公司 一种保留建筑旁的新建建筑施工方法

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101026731B1 (ko) 2010-12-16 2011-04-08 주식회사고려이엔시 준공된 건축물의 지하실 시공방법
ES2396905B1 (es) * 2011-03-20 2014-05-06 Carlos LOPEZ DE CEBALLOS GARZON Procedimiento de ejecución de sotanos por losas descendentes en edificios existentes
CN103437566B (zh) * 2013-08-30 2015-06-17 山东建筑大学 既有建筑地下增层的支撑钢管装置及其安装方法
CN109024662A (zh) * 2018-07-19 2018-12-18 深圳市工勘岩土集团有限公司 锚杆静压桩托换无地下室建筑地下空间增层的方法
CN110616714B (zh) * 2019-09-12 2021-07-23 上海建工集团股份有限公司 一种既有地下结构拓深的新围护施工方法
ES3054008A1 (es) * 2024-07-09 2026-01-28 Bespi Construcciones S L Microrec: sistema de (micro)pilotes recuperables

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GB325093A (en) * 1929-02-07 1930-02-13 Julian Anthony Formunt Improvements relating to the provision of substructures, particularly for subaqueous work
JPS6047413B2 (ja) 1982-01-19 1985-10-22 鉄建建設株式会社 既設構造物下方の地中に新設構造物を構築する工法およびそれに使用する填充体
GB8720611D0 (en) 1987-09-02 1987-10-07 Philips Electronic Associated Gas chromatography apparatus
FR2647481B1 (fr) * 1989-05-26 1991-07-26 Cofex Procede de realisation d'un volume libre en sous-sol entre des immeubles existants et construction obtenue
JP2566050B2 (ja) 1990-08-03 1996-12-25 株式会社大林組 既設建物の下方に竪穴状構造物を構築する方法
JP3534928B2 (ja) * 1995-12-28 2004-06-07 大成建設株式会社 既存建物の免震ピット構築方法
JP4703233B2 (ja) * 2005-03-30 2011-06-15 報国エンジニアリング株式会社 建物基礎の補強方法及び補強構造

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112096109A (zh) * 2020-08-27 2020-12-18 中国二十冶集团有限公司 一种保留建筑旁的新建建筑施工方法
CN112096109B (zh) * 2020-08-27 2022-02-25 中国二十冶集团有限公司 一种保留建筑旁的新建建筑施工方法

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EE00970U1 (et) 2010-10-15
EP2236677A3 (de) 2013-06-19
EP2236677A2 (de) 2010-10-06

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