EP1413681A3 - Building with a buffering and method of making said building - Google Patents

Building with a buffering and method of making said building Download PDF

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Publication number
EP1413681A3
EP1413681A3 EP03024200A EP03024200A EP1413681A3 EP 1413681 A3 EP1413681 A3 EP 1413681A3 EP 03024200 A EP03024200 A EP 03024200A EP 03024200 A EP03024200 A EP 03024200A EP 1413681 A3 EP1413681 A3 EP 1413681A3
Authority
EP
European Patent Office
Prior art keywords
building
buffer layer
buffering
making
proposed
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.)
Withdrawn
Application number
EP03024200A
Other languages
German (de)
French (fr)
Other versions
EP1413681A2 (en
Inventor
Werner Meier
Johann Fuchs
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
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 Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1413681A2 publication Critical patent/EP1413681A2/en
Publication of EP1413681A3 publication Critical patent/EP1413681A3/en
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Building Environments (AREA)

Abstract

Es wird ein Bauwerk mit einer Pufferschicht (1) zwischen einer ersten Materialschicht und einer zweiten Materialschicht, welche sich relativ zueinander bewegen können, vorgeschlagen, wobei die Pufferschicht (1) aus einem Material besteht, welches bei Einwirkung einer Druckkraft sein Volumen verringert. Das erfindungsgemäße Bauwerk zeichnet sich dadurch aus, daß die Pufferschicht (1) aus einem porösen Material besteht, das bei Überschreitung einer vorbestimmten Druckkraft im wesentlichen schlagartig zusammenbricht und damit ihr Volumen verringert. Desweiteren wird ein entsprechendes Verfahren zum Herstellen eines solchen Bauwerks vorgeschlagen.

Figure 00000001
A construction with a buffer layer (1) between a first material layer and a second material layer, which can move relative to one another, is proposed, wherein the buffer layer (1) consists of a material which reduces its volume under the action of a compressive force. The building according to the invention is characterized in that the buffer layer (1) consists of a porous material which breaks down abruptly when a predetermined compressive force is exceeded and thus reduces its volume. Furthermore, a corresponding method for producing such a structure is proposed.
Figure 00000001
EP03024200A 2002-10-23 2003-10-21 Building with a buffering and method of making said building Withdrawn EP1413681A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2002149546 DE10249546A1 (en) 2002-10-23 2002-10-23 Building with a buffer layer and method for producing a building
DE10249546 2002-10-23

Publications (2)

Publication Number Publication Date
EP1413681A2 EP1413681A2 (en) 2004-04-28
EP1413681A3 true EP1413681A3 (en) 2005-12-14

Family

ID=32049581

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03024200A Withdrawn EP1413681A3 (en) 2002-10-23 2003-10-21 Building with a buffering and method of making said building

Country Status (2)

Country Link
EP (1) EP1413681A3 (en)
DE (1) DE10249546A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2778291B1 (en) * 2013-03-13 2015-12-30 HOCHTIEF Solutions AG Method for producing a foundation panel that eliminates the effect of earthquakes for at least one building
EP2857588A1 (en) * 2013-10-02 2015-04-08 HOCHTIEF Solutions AG Method and device for constructing a building, in particular an offshore building
CN114737608B (en) * 2022-05-08 2023-07-14 北京建筑大学 Superimposed underground structure earthquake-resistant system based on self-resetting truncated column and construction method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4508472A (en) * 1982-11-03 1985-04-02 Iowa State University Research Foundation, Inc. Method for controlling moisture-expansive clay supporting building foundations
US5085539A (en) * 1987-09-09 1992-02-04 S.A. Compagnie Internationale Des Pieux Armes Frankignoui Method and arrangement for influencing the interaction between a layer of earth and a structure situated in association with the layer of earth
US5352064A (en) * 1991-04-26 1994-10-04 Plasti-Fab Ltd. Collapsible spacer
DE19701858A1 (en) * 1997-01-21 1998-07-23 Gerhard Fabritz Open porous expanded glass granular material

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH441681A (en) * 1965-02-18 1967-08-15 Anders Granstrom Sune Foundation device for structures, e.g. Buildings or parts of buildings to protect them against destruction as a result of violent movements of their base

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4508472A (en) * 1982-11-03 1985-04-02 Iowa State University Research Foundation, Inc. Method for controlling moisture-expansive clay supporting building foundations
US5085539A (en) * 1987-09-09 1992-02-04 S.A. Compagnie Internationale Des Pieux Armes Frankignoui Method and arrangement for influencing the interaction between a layer of earth and a structure situated in association with the layer of earth
US5352064A (en) * 1991-04-26 1994-10-04 Plasti-Fab Ltd. Collapsible spacer
DE19701858A1 (en) * 1997-01-21 1998-07-23 Gerhard Fabritz Open porous expanded glass granular material

Also Published As

Publication number Publication date
EP1413681A2 (en) 2004-04-28
DE10249546A1 (en) 2004-05-06

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