EP1598504A2 - Méthode de protection et de restoration d'éléments de construction sujets à fissuration tels que des éléments en béton armé - Google Patents

Méthode de protection et de restoration d'éléments de construction sujets à fissuration tels que des éléments en béton armé Download PDF

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Publication number
EP1598504A2
EP1598504A2 EP05011001A EP05011001A EP1598504A2 EP 1598504 A2 EP1598504 A2 EP 1598504A2 EP 05011001 A EP05011001 A EP 05011001A EP 05011001 A EP05011001 A EP 05011001A EP 1598504 A2 EP1598504 A2 EP 1598504A2
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European Patent Office
Prior art keywords
joint
reinforced concrete
crack
filling
reinforcement
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Withdrawn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
EP05011001A
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German (de)
English (en)
Other versions
EP1598504A3 (fr
Inventor
Gerd Pleyers
Thorsten Schneider
Wolfgang Dr. Roeser
Rüdiger Dr. Beutel
Naceur Dr. Kerkeni
Josef I. Dr. Hegger
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Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1598504A2 publication Critical patent/EP1598504A2/fr
Publication of EP1598504A3 publication Critical patent/EP1598504A3/fr
Withdrawn legal-status Critical Current

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    • 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
    • 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
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6801—Fillings therefor
    • 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
    • E04G23/0203—Arrangements for filling cracks or cavities in building constructions

Definitions

  • This invention relates to the crack-bridging protection of new or crack-bridging Repair of existing crack-prone reinforced concrete or steel composite components.
  • Independently from the static system is the according to DIN 1045 and the notebooks 525 and 526 of Durability and stability required by the German Committee for Reinforced Concrete Reinforced concrete or steel composite structures guaranteed by this invention.
  • DIN 1045 Independently from the static system is the according to DIN 1045 and the notebooks 525 and 526 of Durability and stability required by the German Committee for Reinforced Concrete Reinforced concrete or steel composite structures guaranteed by this invention.
  • Of the Protection against the entry of concrete attacking (carbonation etc.) or corrosive (Tausalze, seawater, etc.) substances in the reinforced concrete or steel composite construction Parking garages, underground garages, floor slabs, flat roofs, etc. are thus ensured.
  • the goal of protective measures is to increase the resistance of concrete components against the penetration of concrete attacking or corrosive substances and against mechanical effects on near-surface areas to ensure a required Useful life of 50 years.
  • For the protection and in the given case the repair of concrete come to ensure the durability of the structure after sufficient Preparation of the concrete substrate in principle next to the crack-filling and reprofiling Measures of the order of surface protection systems, mainly Crack-bridging systems.
  • binders are usually in these systems two-component, cold-curing reaction resins (epoxy resins, polyurethane-modified Epoxy resins, polyurethanes, etc.) used.
  • Such coatings are significantly, extensive requirements.
  • the main required properties are on the one hand high abrasion resistance and high chemical resistance and on the other hand good Crack bridging capability even under dynamic conditions.
  • seals can also be used in accordance with ZTV ING, Part 7 Sections 1 to 3.
  • the crack bridging becomes ensured in these systems by welding tracks or liquid plastics.
  • the mechanical Resistance ensures a protective layer of cast or rolled asphalt.
  • a reinforced concrete component in which it is In particular od a parking garage door.
  • Can act with at least one reinforced concrete Einfeldplatte and with at least one beam, which is characterized that the at least one Stehlbeton Einfeldplatte at the gates to the at least a sub-structure articulated by waiving the upper reinforcement and that each Unterzugseite a joint is provided perpendicular to the main tensile stresses.
  • the at least a reinforced concrete single-span plate a diagonal, anchored in the beam suspension on.
  • the invention can also Hoesch additive blankets (as an example of a steel composite construction) be applied (see Figure 2).
  • a reinforced concrete single-plate which at the gates to the beams is hinged up.
  • the absorption of the lateral forces is carried out by an oblique and Longitudinal reinforcement, which connects the plate with the beams frictionally.
  • the plate is a Fugenterrorism, which is resistant to the ingress of chlorides etc. protected by the method described.
  • the location of the crack site through the concrete joint can be specified with a specific cut per unit side. This will make the system very economical, as the field areas remain unscheduled, and thus no need further protection.
  • the usual upper reinforcement is dispensed with, and replaced by a diagonal suspension bracket anchored in the beam is.
  • both lateral forces and normal forces can be transmitted in the concrete joint.
  • the crack width results in bending from the Tangentenverfitung the Einfeldplatte and at train from the elongation of the lower reinforcement and is determined by the method described permanently protected.
  • the system can also be used for the protection of reinforced floor slabs (Figure 4).
  • section A is the (possibly only there existing) upper and sever the (continuous) lower reinforcement.
  • section B In the standard areas, the bottom reinforcement (section B) not cut. Thus, a Aufschdorfln the bottom plate avoided in area A.
EP05011001A 2004-05-21 2005-05-20 Méthode de protection et de restoration d'éléments de construction sujets à fissuration tels que des éléments en béton armé Withdrawn EP1598504A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004025483 2004-05-21
DE102004025483 2004-05-21

Publications (2)

Publication Number Publication Date
EP1598504A2 true EP1598504A2 (fr) 2005-11-23
EP1598504A3 EP1598504A3 (fr) 2006-05-10

Family

ID=34936773

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05011001A Withdrawn EP1598504A3 (fr) 2004-05-21 2005-05-20 Méthode de protection et de restoration d'éléments de construction sujets à fissuration tels que des éléments en béton armé

Country Status (1)

Country Link
EP (1) EP1598504A3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2351286A1 (es) * 2010-06-16 2011-02-02 Universidad Politecnica De Madrid Método y sistema para tensar barras aplicado al refuerzo de elementos estructurales.
CN108625618A (zh) * 2018-06-21 2018-10-09 成都益鸟科技有限公司 一种针对卫生间防水层破裂渗水的不拆砖快修方法
CN110130643A (zh) * 2019-05-27 2019-08-16 西安市鑫龙建筑装饰工程(集团)有限公司 一种塑胶、亚麻地面施工工艺
CN112343364A (zh) * 2020-09-27 2021-02-09 长沙理工大学 一种钢结构开裂预应力闭合装置及方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1102731B1 (fr) 1998-06-29 2002-03-27 Gerd Pleyers Procede pour rendre etanche des materiaux et des elements de construction poreux

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3518189A1 (de) * 1985-05-21 1986-12-04 Hartmut 7500 Karlsruhe Zimmermann Verfahren zum sanieren schadhafter bodenbelaege aus belagplatten und nach dem verfahren ausgebildete fuge
JP2867038B2 (ja) * 1989-06-30 1999-03-08 小野田ケミコ株式会社 コンクリート構造物の漏水部補修工法
JPH05222845A (ja) * 1992-02-12 1993-08-31 Shimizu Corp コンクリート構造物類の亀裂補修方法
AU2001217544A1 (en) * 2000-11-14 2002-05-27 Lu, Eric Chia-Chun Processes of finishing slits of surface layer of airplane runway

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1102731B1 (fr) 1998-06-29 2002-03-27 Gerd Pleyers Procede pour rendre etanche des materiaux et des elements de construction poreux

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2351286A1 (es) * 2010-06-16 2011-02-02 Universidad Politecnica De Madrid Método y sistema para tensar barras aplicado al refuerzo de elementos estructurales.
WO2011157867A1 (fr) * 2010-06-16 2011-12-22 Universidad Politécnica de Madrid Procédé et système pour tendre des barres utilisées pour le renforcement d'éléments structuraux
CN108625618A (zh) * 2018-06-21 2018-10-09 成都益鸟科技有限公司 一种针对卫生间防水层破裂渗水的不拆砖快修方法
CN108625618B (zh) * 2018-06-21 2024-01-26 成都益鸟科技有限公司 一种针对卫生间防水层破裂渗水的不拆砖快修方法
CN110130643A (zh) * 2019-05-27 2019-08-16 西安市鑫龙建筑装饰工程(集团)有限公司 一种塑胶、亚麻地面施工工艺
CN110130643B (zh) * 2019-05-27 2021-05-11 西安市鑫龙建筑装饰工程(集团)有限公司 一种塑胶、亚麻地面施工工艺
CN112343364A (zh) * 2020-09-27 2021-02-09 长沙理工大学 一种钢结构开裂预应力闭合装置及方法

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Publication number Publication date
EP1598504A3 (fr) 2006-05-10

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