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AT520899A5 - Monolithic concrete profile and manufacturing process using slipforming - Google Patents

Monolithic concrete profile and manufacturing process using slipforming

Info

Publication number
AT520899A5
AT520899A5 ATA9009/2016A AT90092016A AT520899A5 AT 520899 A5 AT520899 A5 AT 520899A5 AT 90092016 A AT90092016 A AT 90092016A AT 520899 A5 AT520899 A5 AT 520899A5
Authority
AT
Austria
Prior art keywords
yarn
concrete component
reinforcement
coil system
concrete
Prior art date
Application number
ATA9009/2016A
Other languages
German (de)
Inventor
Schlüter Dominik
Curbach Manfred
Original Assignee
Univ Dresden Tech
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 Univ Dresden Tech filed Critical Univ Dresden Tech
Publication of AT520899A5 publication Critical patent/AT520899A5/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/083—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/16—Reinforcements
    • E01C11/18—Reinforcements for cement concrete pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/222—Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • E01C19/4886—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ for forming in a continuous operation kerbs, gutters, berms, safety kerbs, median barriers or like structures in situ, e.g. by slip-forming, by extrusion
    • E01C19/4893—Apparatus designed for railless operation

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Nonwoven Fabrics (AREA)
  • Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)

Abstract

Die Erfindung betrifft ein monolithisches Betonbauteil mit quasi endloser Längsausdehnung und in Längsrichtung orientierter Bewehrung, wobei als Bewehrung (2) wenigstens ein Garn (8), aufweisend hochfeste Filamente, vorgesehen ist, das als quasi endlose Lage längs innerhalb des Betonbauteils (1) verlegt ist, sowie ein Verfahren zur Herstellung des Betonbauteils, wobei eine Gleitschalung (6), umfassend wenigstens ein Spulensystem (7) mit Garndüse (10), vorgesehen ist, wobei mit Hilfe dieses Spulensystems (7) Garn (8) während einer Relativbewegung zwischen Gleitschalung (6) und entstehendem Betonbauteil (1) als Bewehrung (2) in die Gleitschalung (6) eingelegt wird, während eine Betonmasse (11) zu dem bewehrten Betonbauteil (1') geformt wird. Die Erfindung betrifft auch einen Gleitschalungsfertiger mit zumindest einem Spulensystem (7) für ein Garn (8) und eine Garndüse (10), die zur Abgabe des Garns (8) in eine Gleitschalung (6) für eine Betonmasse (11) vorgesehen sind. Die Erfindung betrifft weiterhin ein Verfahren zur Reparatur eines Betonbauteils mit quasi endloser Längsausdehnung und in Längsrichtung orientierter Bewehrung unter Verwendung eines Gleitschalungsfertigers.The invention relates to a monolithic concrete component with virtually endless longitudinal extent and longitudinally oriented reinforcement, wherein as a reinforcement (2) at least one yarn (8) comprising high-strength filaments, is provided, which is laid as quasi endless layer longitudinally within the concrete component (1) , and a method for producing the concrete component, wherein a sliding formwork (6), comprising at least one coil system (7) with Garndüse (10), is provided, wherein by means of this coil system (7) yarn (8) during a relative movement between Gleitschalung ( 6) and resulting concrete component (1) as a reinforcement (2) in the slip formwork (6) is inserted, while a concrete mass (11) to the reinforced concrete component (1 ') is formed. The invention also relates to a slipform paver with at least one coil system (7) for a yarn (8) and a yarn nozzle (10), which are provided for delivering the yarn (8) into a slip formwork (6) for a concrete mass (11). The invention further relates to a method for repairing a concrete component with quasi-endless longitudinal extent and longitudinally oriented reinforcement using a slipform paver.

ATA9009/2016A 2015-01-09 2016-01-11 Monolithic concrete profile and manufacturing process using slipforming AT520899A5 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102015100277.9A DE102015100277A1 (en) 2015-01-09 2015-01-09 Concrete wall and manufacturing process by slipforming
PCT/DE2016/100006 WO2016110293A2 (en) 2015-01-09 2016-01-11 Monolithic concrete profile and production method by means of slip forming

Publications (1)

Publication Number Publication Date
AT520899A5 true AT520899A5 (en) 2019-08-15

Family

ID=55637107

Family Applications (1)

Application Number Title Priority Date Filing Date
ATA9009/2016A AT520899A5 (en) 2015-01-09 2016-01-11 Monolithic concrete profile and manufacturing process using slipforming

Country Status (4)

Country Link
AT (1) AT520899A5 (en)
CH (1) CH712254B1 (en)
DE (1) DE102015100277A1 (en)
WO (1) WO2016110293A2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320225A (en) * 2016-08-27 2017-01-11 河南省交通科学技术研究院有限公司 A Reinforcement Method for Transforming Non-foundation Warning Pier into Continuous Anti-collision Wall
DE102018102317A1 (en) 2018-02-01 2019-08-01 Reiner Lippacher Final anchoring of reinforcing fibers
DE102021115774A1 (en) 2021-06-18 2022-12-22 Hochschule für Technik und Wirtschaft Dresden, Körperschaft des öffentlichen Rechts Device and method for producing a flat component with prestressed textile reinforcement
DE102022100899A1 (en) 2022-01-17 2023-07-20 Josua Herrmann PROCESS FOR MANUFACTURING A PAPER EDGE
DE102023001132A1 (en) 2023-03-16 2024-09-19 Carbon 360 GmbH Concrete reinforcement mesh element and component

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2313145A (en) * 1996-05-17 1997-11-19 Withers Richard N Slip forming
EP1396321A1 (en) * 2001-05-24 2004-03-10 Japan Science and Technology Corporation Method of manufacturing prestressed concrete
WO2006091185A1 (en) * 2005-02-18 2006-08-31 Ogden Technologies, Inc. Fiber reinforced concrete/cement products and method of preparation
DE102008052807B3 (en) * 2008-10-17 2010-02-25 Sächsisches Textilforschungsinstitut e.V. Slat for the strengthening and monitoring of structures as well as methods for their production and application

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5135333A (en) * 1991-01-09 1992-08-04 Guntert & Zimmerman Const. Div. Inc. Band reinforcement inserting apparatus and process
JP2933102B2 (en) * 1991-04-09 1999-08-09 株式会社竹中工務店 FIBER REINFORCING MATERIAL, PROCESS FOR PRODUCING THE SAME, AND STRUCTURAL MATERIAL USING THE SAME
AT4377U1 (en) * 1999-11-09 2001-06-25 Huber Stefan GLASS FIBER COMPOSITE BAR AS REINFORCEMENT FOR COMPONENTS MADE OF CEMENT CONCRETE
CA2396808A1 (en) * 2000-01-13 2001-07-19 Dow Global Technologies Inc. Reinforcing bars for concrete structures
DE20303254U1 (en) 2003-02-28 2004-07-08 Wirtgen Gmbh Concrete crash barrier
DE102005030412A1 (en) 2005-06-30 2007-01-04 Tss Technische Sicherheits-Systeme Gmbh Restraint system
US8622648B2 (en) * 2011-10-27 2014-01-07 Ibtesam M. Y. Mustafa Cushioned cover for traffic structures

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2313145A (en) * 1996-05-17 1997-11-19 Withers Richard N Slip forming
EP1396321A1 (en) * 2001-05-24 2004-03-10 Japan Science and Technology Corporation Method of manufacturing prestressed concrete
WO2006091185A1 (en) * 2005-02-18 2006-08-31 Ogden Technologies, Inc. Fiber reinforced concrete/cement products and method of preparation
DE102008052807B3 (en) * 2008-10-17 2010-02-25 Sächsisches Textilforschungsinstitut e.V. Slat for the strengthening and monitoring of structures as well as methods for their production and application

Also Published As

Publication number Publication date
WO2016110293A3 (en) 2016-11-24
WO2016110293A2 (en) 2016-07-14
DE102015100277A1 (en) 2016-07-14
CH712254B1 (en) 2020-07-15

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