ATE472641T1 - METHOD FOR INCREASING THE BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING OF A WOODEN BEAM CEILING ARRANGEMENT AND WOODEN BEAM CEILING ARRANGEMENT WITH INCREASED BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING - Google Patents

METHOD FOR INCREASING THE BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING OF A WOODEN BEAM CEILING ARRANGEMENT AND WOODEN BEAM CEILING ARRANGEMENT WITH INCREASED BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING

Info

Publication number
ATE472641T1
ATE472641T1 AT05009779T AT05009779T ATE472641T1 AT E472641 T1 ATE472641 T1 AT E472641T1 AT 05009779 T AT05009779 T AT 05009779T AT 05009779 T AT05009779 T AT 05009779T AT E472641 T1 ATE472641 T1 AT E472641T1
Authority
AT
Austria
Prior art keywords
vibration damping
stiffness
bearing capacity
wooden beam
ceiling arrangement
Prior art date
Application number
AT05009779T
Other languages
German (de)
Inventor
Dr Ing Gerhard Berg Prof
Dipl Ing Guenther Ostkamp Prof
Dipl Ing Nikolaus Nebgen Prof
Original Assignee
Dr Ing Gerhard Berg Prof
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 Dr Ing Gerhard Berg Prof filed Critical Dr Ing Gerhard Berg Prof
Application granted granted Critical
Publication of ATE472641T1 publication Critical patent/ATE472641T1/en

Links

Classifications

    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • 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
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • 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
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/024—Increasing or restoring the load-bearing capacity of building construction elements of basement floors
    • 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
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0248—Increasing or restoring the load-bearing capacity of building construction elements of elements made of wood

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)
  • Building Environments (AREA)
  • Floor Finish (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The support and vibration damping system may be used to strengthen an existing wooden floor in a building. It has a support block with a central beam (20) pressing on the midpoint of the plastered underside (16,18) of the floor. The beam is positioned under a main existing floor support beam (10). There is a spring member (24) under and extending either side of the beam, covered with sound insulating material (26). The beam and sound insulation are supported on a length adjustable rod standing on a broad foot resting on the underfloor.
AT05009779T 2004-05-06 2005-05-04 METHOD FOR INCREASING THE BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING OF A WOODEN BEAM CEILING ARRANGEMENT AND WOODEN BEAM CEILING ARRANGEMENT WITH INCREASED BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING ATE472641T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102004022860 2004-05-06

Publications (1)

Publication Number Publication Date
ATE472641T1 true ATE472641T1 (en) 2010-07-15

Family

ID=34936137

Family Applications (1)

Application Number Title Priority Date Filing Date
AT05009779T ATE472641T1 (en) 2004-05-06 2005-05-04 METHOD FOR INCREASING THE BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING OF A WOODEN BEAM CEILING ARRANGEMENT AND WOODEN BEAM CEILING ARRANGEMENT WITH INCREASED BEARING CAPACITY, STIFFNESS AND VIBRATION DAMPING

Country Status (3)

Country Link
EP (1) EP1596017B1 (en)
AT (1) ATE472641T1 (en)
DE (1) DE502005009811D1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1401916B1 (en) * 2010-09-06 2013-08-28 Masci Di STRUCTURE AT A CABLE PERFECT TIME
CN102587684B (en) * 2011-12-31 2015-03-04 北京筑福国际工程技术有限责任公司 Installation underpinning method for existing framed building reinforced by parallel seismic isolation supports
CN113389397B (en) * 2021-06-17 2022-11-22 北京工业大学 Deformation amplification type friction energy dissipation sparrow is suitable for timber structure node
CN118422824B (en) * 2024-06-20 2024-09-20 湖南方圆建筑工程设计有限公司 Wood structure beam string and design method thereof

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0034224A3 (en) * 1980-02-15 1982-09-15 Emergo Chemical Coating, N.V. Process for reinforcing wooden beams, and beams so obtained
GB8332533D0 (en) * 1983-12-06 1984-01-11 Dinardo & Partners Restoration and strengthening of timber components
WO1999015796A1 (en) * 1997-09-22 1999-04-01 Sfs Industrie Holding Ag Screw for fixing wooden laths on a roof substructure or a wall foundation
GB9824328D0 (en) * 1998-11-06 1998-12-30 Monarflex Ltd Batten assembly
FR2813335B1 (en) * 2000-08-31 2003-05-30 T D P WOOD STRUCTURE RENOVATION DEVICE

Also Published As

Publication number Publication date
EP1596017A3 (en) 2007-04-11
EP1596017B1 (en) 2010-06-30
DE502005009811D1 (en) 2010-08-12
EP1596017A2 (en) 2005-11-16

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