EP2182139A2 - Procédé d'application d'un renforcement ou d'un revêtement sur un élément de constuction existant, ainsi qu'élément de construction doté d'une couche de renforcement ou de revêtement appliquée dessus - Google Patents

Procédé d'application d'un renforcement ou d'un revêtement sur un élément de constuction existant, ainsi qu'élément de construction doté d'une couche de renforcement ou de revêtement appliquée dessus Download PDF

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Publication number
EP2182139A2
EP2182139A2 EP09013653A EP09013653A EP2182139A2 EP 2182139 A2 EP2182139 A2 EP 2182139A2 EP 09013653 A EP09013653 A EP 09013653A EP 09013653 A EP09013653 A EP 09013653A EP 2182139 A2 EP2182139 A2 EP 2182139A2
Authority
EP
European Patent Office
Prior art keywords
component
cement mortar
reinforcing mat
fabric layers
reinforcing
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
EP09013653A
Other languages
German (de)
English (en)
Other versions
EP2182139B1 (fr
EP2182139A3 (fr
Inventor
Stephan Hauser
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.)
Hauser Stephan
Original Assignee
Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to PL09013653T priority Critical patent/PL2182139T3/pl
Publication of EP2182139A2 publication Critical patent/EP2182139A2/fr
Publication of EP2182139A3 publication Critical patent/EP2182139A3/fr
Application granted granted Critical
Publication of EP2182139B1 publication Critical patent/EP2182139B1/fr
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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
    • 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
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements

Definitions

  • the invention relates to a method for attaching a reinforcing or cladding layer of hydraulically settable material of a cement mortar or concrete mixture to a component by attaching a multi-layer reinforcement mat on the component and provides a formwork and flowable in the space between the formwork and the component Cement mortar or concrete mixture fills.
  • the invention has for its object to be able to dispense with such a formwork for attaching a reinforcing or cladding layer on a particular existing concrete component.
  • the method according to the invention is characterized in that one introduces a filler of hydraulically settable material to form the formwork in the outer fabric layers of the reinforcing mat and allow it to harden before filling the cement mortar or concrete mixture.
  • the filling can preferably be carried out by pumping / injection or by pouring in the cement mortar or concrete mix. On the skin consisting of putty skin can then be applied in a conventional manner a plaster.
  • the component according to the invention in particular concrete component, has the structure described in claim 7.
  • FIGS. 1 to 5 show various reinforcement or lining structures.
  • a putty preferably a filler mortar, introduced from hydraulically settable material of a cement mortar or concrete mixture by impressions or preferably infiltration by means of a hose.
  • This filler is allowed to harden to form a rigid outer skin, whereby a formwork 1 is formed.
  • a cement mortar or concrete mixture 2 containing preferably a concrete additive body introduced by pumping / injection or by pouring.
  • the outer skin can then, if desired, plastered.
  • the fabric layers integrated in the outer skin preferably have lower wire thicknesses and mesh sizes than the inner fabric layers.
  • the inventive method makes it possible, in particular perpendicular, inclined or inclined components with an outer reinforcement or cladding layer of z. Micro-reinforced high performance concrete without the use of e.g. to provide a steel formwork. By attaching the reinforcement mat with the subsequent puttying and the subsequent filling of a cement mortar or concrete mixture is compared to the conventional scarfing a simplified method for attaching a reinforcement or cladding layer to an existing component created.
  • the substantially rigid putty used according to the invention differs from the essentially free-flowing, hydraulically settable material filled between the outer skin or formwork and the existing component by its consistency, which is defined by the so-called "slump dimension" as a characteristic for flowability.
  • a putty is preferably used whose slump is in the range of about 50% of the slump of the flowable material filled between the formwork formed in situ and the component.
  • the workability of the filler is improved, whereby an additional positive effect by increasing the fire protection properties of the outer skin occurs.
  • any other material can also be used as a filler in order to satisfy a wide variety of requirements.
  • the reinforcement mat 3 is preferably fastened to the component 4 by means of mechanical anchoring elements 5.
  • the reinforcing mat 3 can according to FIG. 4 preferably also consist of fabric layers 3a, 3b with different wire sizes and mesh sizes.
  • the reinforcing mat 3 is mounted at a distance from the component 1.
  • the inventive method is preferably suitable for the subsequent reinforcement of existing components in the form of columns or pillars, walls, containers, ceilings, in particular ceiling bottoms.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
EP09013653.2A 2008-10-30 2009-10-30 Procédé d'application d'un renforcement ou d'un revêtement sur un élément de construction existant, ainsi qu'élément de construction doté d'une couche de renforcement ou de revêtement appliquée dessus Active EP2182139B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09013653T PL2182139T3 (pl) 2008-10-30 2009-10-30 Sposób mocowania wzmocnienia lub pokrycia na istniejącym elemencie budowlanym i element budowlany z zamocowaną warstwą wzmocnienia lub pokrycia

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008053978A DE102008053978B4 (de) 2008-10-30 2008-10-30 Verfahren zum Anbringen einer Verstärkung bzw. Verkleidung an einem bestehenden Bauteil sowie Bauteil mit daran angebrachter Verstärkungs- bzw. Verkleidungsschicht

Publications (3)

Publication Number Publication Date
EP2182139A2 true EP2182139A2 (fr) 2010-05-05
EP2182139A3 EP2182139A3 (fr) 2012-05-30
EP2182139B1 EP2182139B1 (fr) 2016-09-28

Family

ID=41682235

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09013653.2A Active EP2182139B1 (fr) 2008-10-30 2009-10-30 Procédé d'application d'un renforcement ou d'un revêtement sur un élément de construction existant, ainsi qu'élément de construction doté d'une couche de renforcement ou de revêtement appliquée dessus

Country Status (5)

Country Link
US (1) US8397457B2 (fr)
EP (1) EP2182139B1 (fr)
DE (1) DE102008053978B4 (fr)
ES (1) ES2608634T3 (fr)
PL (1) PL2182139T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015197620A1 (fr) 2014-06-23 2015-12-30 RATHENOW JöRG Procédé et couche d'étanchéité pour l'affinement de matériaux

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011038654A1 (fr) * 2009-09-29 2011-04-07 上海一金节能科技有限公司 Mur extérieur isolée équipé de stratifié en polystyrène renforcé ancré par un dispositif de fixation mécanique
US20160222660A1 (en) * 2015-02-04 2016-08-04 Rodney I. Smith Prefabricated building panel
JP6478834B2 (ja) * 2015-06-25 2019-03-06 有限会社マサクリーン コンクリート片のはく落防止方法
JP2018003418A (ja) * 2016-06-30 2018-01-11 リノ・ハピア株式会社 外壁補強方法
KR101994852B1 (ko) * 2017-11-21 2019-07-01 한국건설기술연구원 매립된 격자보강재를 갖는 보강패널을 이용한 콘크리트 구조물 및 그 보수 및 보강 방법
GB2700096A (en) * 2023-12-15 2025-09-24 Autex Industries Ltd Fixing of pet panels to allow for recycling

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US824823A (en) * 1905-07-13 1906-07-03 Edward Edmund Schachner Concrete-wall house construction.
US1697760A (en) * 1926-10-20 1929-01-01 Andrew B Foans Wall construction
US1763264A (en) * 1929-07-01 1930-06-10 Henry R Shanks Means for suspending wall board
US1925774A (en) * 1931-01-03 1933-09-05 Vera J Kline Wall board and plaster tie
US1930024A (en) * 1931-01-07 1933-10-10 Anthony J Varden Cement lath
US2006635A (en) * 1934-06-29 1935-07-02 Joseph W Farr Covering or facing element for buildings
US2019236A (en) * 1934-11-24 1935-10-29 Rudolph M Richter Wall construction
US2669114A (en) * 1951-03-22 1954-02-16 Ovella D Mills Faced, reinforced block wall
US3142938A (en) * 1963-10-11 1964-08-04 Elwood L Eberhardt Wall structure
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US3726950A (en) * 1970-01-02 1973-04-10 L Turzillo Method for producing sub-aqueous and other cast-in-place concrete structures in situ
FI820674A7 (fi) * 1981-03-03 1982-09-04 Franz Groetz Gmbh & Co Kg Täyterappauksen kiinnityskannatin ja sen avulla valmistettu julkisivu.
US4987719A (en) * 1988-12-29 1991-01-29 Goodson Jr Albert A Reinforced concrete building construction and method of forming same
US5398473A (en) * 1993-09-02 1995-03-21 Chan; Stephen Building cladding system
IL110401A0 (en) * 1994-07-21 1994-10-21 Mizrahi Yehuda System for cladding building walls
JPH10729A (ja) * 1996-06-13 1998-01-06 Idemitsu N S G Kk 積層体およびその製造方法
JP3897450B2 (ja) * 1998-05-14 2007-03-22 正敏 大倉 構造物の補強方法
DE19903304A1 (de) * 1999-01-28 2000-08-03 Hauser Manfred Gewebematte als Mikrobewehrung mit integrierten Verdrängungskörpern
MXPA03010533A (es) * 2001-05-24 2005-03-07 Ouellet Andre Un panel, un equipo y un metodo para formar una pared de mamposteria de piedra.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015197620A1 (fr) 2014-06-23 2015-12-30 RATHENOW JöRG Procédé et couche d'étanchéité pour l'affinement de matériaux

Also Published As

Publication number Publication date
DE102008053978A1 (de) 2010-06-10
US8397457B2 (en) 2013-03-19
EP2182139B1 (fr) 2016-09-28
EP2182139A3 (fr) 2012-05-30
DE102008053978B4 (de) 2012-01-05
ES2608634T3 (es) 2017-04-12
PL2182139T3 (pl) 2017-06-30
US20100107537A1 (en) 2010-05-06

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