EP0628675A1 - Méthode pour le renforcement d'une structure en béton et éléments de renfort pour la mise en oeuvre du procédé - Google Patents

Méthode pour le renforcement d'une structure en béton et éléments de renfort pour la mise en oeuvre du procédé Download PDF

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Publication number
EP0628675A1
EP0628675A1 EP94108712A EP94108712A EP0628675A1 EP 0628675 A1 EP0628675 A1 EP 0628675A1 EP 94108712 A EP94108712 A EP 94108712A EP 94108712 A EP94108712 A EP 94108712A EP 0628675 A1 EP0628675 A1 EP 0628675A1
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EP
European Patent Office
Prior art keywords
concrete
reinforcement
mortar
tendons
semi
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
EP94108712A
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German (de)
English (en)
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EP0628675B1 (fr
Inventor
Horst Dr.-Ing. Kinkel
Gert Dr.-Ing. König
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Individual
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Individual
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Publication of EP0628675A1 publication Critical patent/EP0628675A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/06—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed for the production of elongated articles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions

Definitions

  • the invention relates to methods for reinforcing concrete structures according to the preamble of claims 1, 3, 17.
  • Concrete structures must be reinforced. Slack steel bars or steel mats are usually used for this. These have the advantage that they can be cut and bent as required, depending on the local conditions. This process is limited to low grade steels. High quality steels cannot be used to advantage because of their high elongation. It has therefore been proposed to insert flaccid precast concrete elements into the in-situ concrete for the reinforcement of concrete structures, which in turn are prestressed with high-quality steel bars. However, these have not prevailed because the nature of these reinforcement elements as pre-stressed precast elements resulted in a restriction to straight pieces. So they are out of the question as a general replacement for flaccid reinforcement steel.
  • the advantage of the invention is that it enables the extension of the use of the concrete bar reinforcement to curved and flat reinforcement elements.
  • thicker rods can be made from thin strips by lamination. A single, continuously operable fitted bed is therefore sufficient.
  • the semi-finished reinforcement goods are transported to the construction site or to the processing plant.
  • a reinforcement plan is usually created for each component, which contains all lengths and bends for each individual reinforcement element. According to this information, the parts are now cut, bent and laminated to suit, or also braided or wound. It makes economic sense to prefabricate larger reinforcement units for easier assembly.
  • new standard products such as bearing mats may also be created by braiding or laminating.
  • a special feature of further processing is used for semi-finished goods that have the cross-section of a wire and can therefore be processed using techniques known from rope technology. These rope or strand parts can be further processed into new reinforcement elements, and they can also be used directly like ropes or strands.
  • the remaining concrete-fiber mixture is again introduced with spraying systems for concrete and fibers 42, 44 (FIG. 5 d), and as the filled formwork moves further under an end roller 50, the concrete is compacted and smoothed (FIG. 5 e). The concrete reinforcement element is then treated and hardened.
  • Reinforcement elements made of thin strips or mats are suitable for the renovation or reinforcement of concrete structures that show large cracks or flaking in the tensile zone by gluing the mats onto old components. They adapt better to the uneven concrete surface than the commonly used steel plates.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP94108712A 1993-06-07 1994-06-07 Méthode pour le renforcement d'une structure en béton et éléments de renfort pour la mise en oeuvre du procédé Expired - Lifetime EP0628675B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4318904 1993-06-07
DE4318904A DE4318904A1 (de) 1993-06-07 1993-06-07 Verfahren zur Bewehrung eines Betonbauwerks, und Bewehrungselemente hierfür

Publications (2)

Publication Number Publication Date
EP0628675A1 true EP0628675A1 (fr) 1994-12-14
EP0628675B1 EP0628675B1 (fr) 1999-09-08

Family

ID=6489822

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94108712A Expired - Lifetime EP0628675B1 (fr) 1993-06-07 1994-06-07 Méthode pour le renforcement d'une structure en béton et éléments de renfort pour la mise en oeuvre du procédé

Country Status (3)

Country Link
EP (1) EP0628675B1 (fr)
AT (1) ATE184352T1 (fr)
DE (2) DE4318904A1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3051675A1 (fr) 2015-01-27 2016-08-03 GE Energy Power Conversion Technology Ltd Rotor à cage d'écureuil et moteur asynchrone comportant un tel rotor
CN107188611A (zh) * 2017-07-06 2017-09-22 吴泉兴 一种混凝土智能养护设备以及养护方法
US9938721B2 (en) * 2012-09-17 2018-04-10 Cpc Ag Reinforcing element for producing prestressed concrete components, concrete component and production methods
DE102019003013A1 (de) 2018-11-14 2020-06-04 Christian Markmann Ein stabförmiger Formkörper bestehend aus mehreren Materialien zur Verwendung für lastabtragende Konstruktionselemente im Bauwesen
CN114714496A (zh) * 2022-04-29 2022-07-08 重庆交通大学 钢纤维定向增强自密实混凝土的成型装置及其使用方法
DE102023128351A1 (de) 2023-06-15 2024-12-19 GM Global Technology Operations LLC SYSTEME UND METHODEN MIT GITTERSTRUKTUREN FÜR VERBINDUNG VON MATERIALIEN BEIM GIEßEN

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE570664A (fr) *
GB582862A (en) * 1944-08-28 1946-11-29 Dowsett Engineering Constructi Improvements in the manufacture of reinforced concrete articles
GB615433A (en) * 1945-02-07 1949-01-06 Elfred Johannes Smedegaard Structure of reinforced concrete including concrete bars with tensioned steel reinforcement
US2745164A (en) * 1951-08-30 1956-05-15 Ros Mirko Robin Production of prestressed building elements
FR1296929A (fr) * 1961-08-04 1962-06-22 Perfectionnement aux structures en béton
US4077440A (en) * 1975-11-03 1978-03-07 Nilcon Engineering Ab Reinforcement elements for elongate concrete building blocks manufactured by sliding form casting and a method and a machine to produce such elements
DE2759161A1 (de) * 1977-12-31 1979-07-12 Strabag Bau Ag Vorgespannter zugstab aus beton
US4240776A (en) * 1976-10-21 1980-12-23 Universal Development Company Ltd. Process and apparatus for continuously prestressing concrete products
FR2495668A2 (fr) * 1980-12-05 1982-06-11 Fuentes Albert Barre de beton ou de mortier precomprimee
US5143674A (en) * 1988-10-14 1992-09-01 Fibre Cement Technology Limited Process for forming ferrocement products

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE570664A (fr) *
GB582862A (en) * 1944-08-28 1946-11-29 Dowsett Engineering Constructi Improvements in the manufacture of reinforced concrete articles
GB615433A (en) * 1945-02-07 1949-01-06 Elfred Johannes Smedegaard Structure of reinforced concrete including concrete bars with tensioned steel reinforcement
US2745164A (en) * 1951-08-30 1956-05-15 Ros Mirko Robin Production of prestressed building elements
FR1296929A (fr) * 1961-08-04 1962-06-22 Perfectionnement aux structures en béton
US4077440A (en) * 1975-11-03 1978-03-07 Nilcon Engineering Ab Reinforcement elements for elongate concrete building blocks manufactured by sliding form casting and a method and a machine to produce such elements
US4240776A (en) * 1976-10-21 1980-12-23 Universal Development Company Ltd. Process and apparatus for continuously prestressing concrete products
DE2759161A1 (de) * 1977-12-31 1979-07-12 Strabag Bau Ag Vorgespannter zugstab aus beton
FR2495668A2 (fr) * 1980-12-05 1982-06-11 Fuentes Albert Barre de beton ou de mortier precomprimee
US5143674A (en) * 1988-10-14 1992-09-01 Fibre Cement Technology Limited Process for forming ferrocement products

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9938721B2 (en) * 2012-09-17 2018-04-10 Cpc Ag Reinforcing element for producing prestressed concrete components, concrete component and production methods
US11365544B2 (en) 2012-09-17 2022-06-21 Cpc Ag Reinforcing element for producing prestressed concrete components, concrete component and production methods
EP3051675A1 (fr) 2015-01-27 2016-08-03 GE Energy Power Conversion Technology Ltd Rotor à cage d'écureuil et moteur asynchrone comportant un tel rotor
US10505433B2 (en) 2015-01-27 2019-12-10 Ge Energy Power Conversion Technology Limited Squirrel-cage rotor, and asynchronous motor comprising such a rotor
CN107188611A (zh) * 2017-07-06 2017-09-22 吴泉兴 一种混凝土智能养护设备以及养护方法
DE102019003013A1 (de) 2018-11-14 2020-06-04 Christian Markmann Ein stabförmiger Formkörper bestehend aus mehreren Materialien zur Verwendung für lastabtragende Konstruktionselemente im Bauwesen
CN114714496A (zh) * 2022-04-29 2022-07-08 重庆交通大学 钢纤维定向增强自密实混凝土的成型装置及其使用方法
CN114714496B (zh) * 2022-04-29 2023-08-15 重庆交通大学 钢纤维定向增强自密实混凝土的成型装置及其使用方法
DE102023128351A1 (de) 2023-06-15 2024-12-19 GM Global Technology Operations LLC SYSTEME UND METHODEN MIT GITTERSTRUKTUREN FÜR VERBINDUNG VON MATERIALIEN BEIM GIEßEN

Also Published As

Publication number Publication date
DE4318904A1 (de) 1995-01-05
EP0628675B1 (fr) 1999-09-08
DE59408711D1 (de) 1999-10-14
ATE184352T1 (de) 1999-09-15

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