EP0037884A1 - Dämpfung von Bauwerken - Google Patents

Dämpfung von Bauwerken Download PDF

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Publication number
EP0037884A1
EP0037884A1 EP81101049A EP81101049A EP0037884A1 EP 0037884 A1 EP0037884 A1 EP 0037884A1 EP 81101049 A EP81101049 A EP 81101049A EP 81101049 A EP81101049 A EP 81101049A EP 0037884 A1 EP0037884 A1 EP 0037884A1
Authority
EP
European Patent Office
Prior art keywords
damping
sheet metal
concrete
steel
damping material
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Withdrawn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
EP81101049A
Other languages
German (de)
English (en)
French (fr)
Inventor
Gesellschaft mit beschränkter Haftung Messerschmitt-Bölkow-Blohm
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.)
Airbus Defence and Space GmbH
Original Assignee
Messerschmitt Bolkow Blohm AG
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 Messerschmitt Bolkow Blohm AG filed Critical Messerschmitt Bolkow Blohm AG
Publication of EP0037884A1 publication Critical patent/EP0037884A1/de
Withdrawn legal-status Critical Current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
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • 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
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

Definitions

  • the invention relates to a method and device for damping structures against vibrations, in particular earthquakes, traffic vibrations and impact sound.
  • the object of the invention is a method and device for increasing the damping of structures. This increases earthquake security and reduces vibrations in the building caused by machines, traffic vibrations and impact noise.
  • the object of the invention is achieved by damped steel inserts in concrete.
  • the damping inserts are divided into segments of length e (Fig. 1). The optimum is between segment length l, cross section F, circumference U and
  • the damping inserts are not completely severed, but receive incisions, notches or arches at a distance j ⁇ .
  • Such interventions bring about a reduction in the spring stiffness, so that the force flow does not run within the steel insert when vibrating, but is transmitted from one segment part to the other via the damping layer.
  • conventional structural steel is surrounded with a damping plastic jacket.
  • a vibrating movement leads to plastic deformations in the plastic jacket and thus to dampening of building vibrations.
  • Fig. 1 shows a basic version of the damping insert. It consists of steel segments 1 with the length of the radius R and the elastic modulus E. This is covered with a sheet metal sleeve 2. There is a damping material 3, for. B. high polymers, tars, solid lubricants, with a sliding module G and the thickness d. The sheet metal sleeve 2 has crankings 5 and is roughened on the surface in order to ensure a non-positive connection with the surrounding concrete. - If the concrete reinforced with a damping insert is exposed to a vibration load, the vibration force is transmitted to the steel segments 1 via the sheet metal sleeve 2 and damping material 3.
  • a damping material 3 for. B. high polymers, tars, solid lubricants
  • Fig. 2 is essentially analogous to Fig. 1.
  • the damping insert consists of steel segments 11, which are not completely separated, but only have a reduced spring constant compared to tension due to cuts 14 and also cause an interruption in the flow of force.
  • arches 24 subdivide into steel segments 21. These are again surrounded by a damping coating 23 and a sheet metal jacket 22 with offsets 25.
  • Fig. 4 is comparable to the embodiment of Fig. 3.
  • the damping insert is again by arches 34, which have a reduced spring constant against tensile load in. individual steel segments 31 divided.
  • the steel segments 31 are surrounded by a damping plastic 33. If the damping insert is poured into concrete, plastic deformations occur in the damping layer 33.
  • the formulas given in FIG. 1 apply analogously to the dimensioning of the damping layer 33 and the length, cross section and modulus of elasticity of the steel segments 31.
  • the length of the steel segments 31 is the distance between the arches 34.
  • the damping insert is divided into individual steel segments 41 by conical tapering 44. These are again surrounded by a damping material 43, while the whole is enclosed by a sheet metal jacket 42.
  • the damping insert similar to conventional structural steel, is cast into the concrete.
  • the sheet metal jacket 42 is provided with knobs 45.
  • Fig. 6 differs from Fig. 5 by dispensing with a protective sheet metal jacket.
  • the damping insert is again divided into individual steel segments 51, which are surrounded by a damping material 53, by tapering 54.
  • the cushioning insert is poured directly into concrete.
  • the damping insert consists of a conventional, continuous structural steel rod 61. This is surrounded by a damping material 63 and enclosed by a sheet metal jacket 62. -
  • the damping insert is formed analogously to FIG. 7 by an essentially conventional structural steel rod 71, which is surrounded by a damping material 73 in the manner of a film.
  • This consists of a plastic resistant to concrete or a bitumen layer.
  • the embodiment according to FIG. 9 represents a flat damping element. It consists of sheet metal squares 81, which are decoupled by means of crankings 84 from tensile stresses.
  • the sheet metal squares are provided with a damping material 83 and are located on the bottom or top of the wall to be damped. A fixed connection is ensured by hooks 86.
  • the damping element can be understood as an "anti-drumming covering". The dimensioning is analogous to FIG. 1, the segment length 1 and the side length corresponding to the sheet metal squares 81. -
  • the damping inserts according to Fig. 1 - 8 are poured into the concrete in the same way as the structural steel reinforcement.
  • a reinforcement level of 1 - 3% o is sufficient to double the internal damping.
  • the damping effect is greatest when the damping insert is arranged as far as possible from the neutral fiber in the edge areas and at stress concentrations in corners. It is also possible to attach the damping inserts to the outside - even afterwards. It is only necessary to ensure a good non-positive connection.
  • FIG. 10 a further introduction is shown in FIG. 10.
  • the damping insert changes from the top to the bottom of the wall. Such an arrangement results in higher loads and thus also higher damping.
  • the flanged seam can also be formed as a positive connection between the metal jacket and concrete.
  • a spiral circulation of the flanged seam can also be advantageous for this purpose.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Building Environments (AREA)
  • Vibration Prevention Devices (AREA)
EP81101049A 1980-02-18 1981-02-14 Dämpfung von Bauwerken Withdrawn EP0037884A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19803006010 DE3006010A1 (de) 1980-02-18 1980-02-18 Daempfung von bauwerken
DE3006010 1980-02-18

Publications (1)

Publication Number Publication Date
EP0037884A1 true EP0037884A1 (de) 1981-10-21

Family

ID=6094907

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81101049A Withdrawn EP0037884A1 (de) 1980-02-18 1981-02-14 Dämpfung von Bauwerken

Country Status (3)

Country Link
EP (1) EP0037884A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
JP (1) JPS56135675A (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
DE (1) DE3006010A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0355356A1 (fr) * 1988-08-24 1990-02-28 Arbed S.A. Charpente métallique antisismique
DE4425310A1 (de) * 1994-07-18 1996-02-22 Spannverbund Ges Fuer Verbundt Schwingungsarmer Verbundträger
CN102587571A (zh) * 2012-02-14 2012-07-18 广东省建筑设计研究院 一种有利于消减钢构件节点应力的型钢构件

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6450064U (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) * 1987-09-21 1989-03-28
JP3826268B2 (ja) * 2001-11-16 2006-09-27 三菱自動車エンジニアリング株式会社 車両用スピーカの取り付け構造

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2014661A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) * 1968-07-19 1970-04-17 Minnesota Mining & Mfg
DE2708896A1 (de) * 1977-03-02 1978-09-07 Messerschmitt Boelkow Blohm Daempfungsbelag
FR2391067A1 (fr) * 1977-05-17 1978-12-15 Commw Scient Ind Res Org Materiau composite renforce et son procede de fabrication
DE2921828A1 (de) * 1978-05-31 1979-12-06 Freyssinet Int Stup Auflager mit hoher innerer daempfung fuer bauwerke

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2014661A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) * 1968-07-19 1970-04-17 Minnesota Mining & Mfg
DE2708896A1 (de) * 1977-03-02 1978-09-07 Messerschmitt Boelkow Blohm Daempfungsbelag
FR2382622A1 (fr) * 1977-03-02 1978-09-29 Messerschmitt Boelkow Blohm Revetement amortisseur
FR2391067A1 (fr) * 1977-05-17 1978-12-15 Commw Scient Ind Res Org Materiau composite renforce et son procede de fabrication
DE2921828A1 (de) * 1978-05-31 1979-12-06 Freyssinet Int Stup Auflager mit hoher innerer daempfung fuer bauwerke

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0355356A1 (fr) * 1988-08-24 1990-02-28 Arbed S.A. Charpente métallique antisismique
US5148642A (en) * 1988-08-24 1992-09-22 Arbed S.A. Antiseismic steel structural work
DE4425310A1 (de) * 1994-07-18 1996-02-22 Spannverbund Ges Fuer Verbundt Schwingungsarmer Verbundträger
CN102587571A (zh) * 2012-02-14 2012-07-18 广东省建筑设计研究院 一种有利于消减钢构件节点应力的型钢构件
CN102587571B (zh) * 2012-02-14 2014-06-25 广东省建筑设计研究院 一种有利于消减钢构件节点应力的型钢构件

Also Published As

Publication number Publication date
JPS56135675A (en) 1981-10-23
DE3006010A1 (de) 1981-08-20
JPH0236743B2 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) 1990-08-20

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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

AK Designated contracting states

Designated state(s): FR GB IT

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: MESSERSCHMITT-BOELKOW-BLOHM GMBH

RBV Designated contracting states (corrected)

Designated state(s): FR GB IT

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

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19820927