EP0866191A2 - Elément préfabriqué - Google Patents

Elément préfabriqué Download PDF

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Publication number
EP0866191A2
EP0866191A2 EP98104415A EP98104415A EP0866191A2 EP 0866191 A2 EP0866191 A2 EP 0866191A2 EP 98104415 A EP98104415 A EP 98104415A EP 98104415 A EP98104415 A EP 98104415A EP 0866191 A2 EP0866191 A2 EP 0866191A2
Authority
EP
European Patent Office
Prior art keywords
textile
formwork
reinforcement
prefabricated component
component according
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
EP98104415A
Other languages
German (de)
English (en)
Other versions
EP0866191A3 (fr
EP0866191B1 (fr
Inventor
Wolfgang Brameshuber
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.)
Brameshuber Wolfgang Prof Dr-Ing
Original Assignee
Bilfinger und Berger Bau AG
Bilfinger Berger AG
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 Bilfinger und Berger Bau AG, Bilfinger Berger AG filed Critical Bilfinger und Berger Bau AG
Publication of EP0866191A2 publication Critical patent/EP0866191A2/fr
Publication of EP0866191A3 publication Critical patent/EP0866191A3/fr
Application granted granted Critical
Publication of EP0866191B1 publication Critical patent/EP0866191B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • 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
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor

Definitions

  • the invention relates to a prefabricated component, which consists essentially of a hydraulic set matrix exists in which textile fibers are embedded.
  • a formwork element is described in DE 44 22 448 A1 is made of short fiber concrete, a composite material, namely fine concrete a fiber reinforcement.
  • the known formwork elements are relatively thin but solid components because the fiber reinforcement has relatively high tensile and bending tensile stresses can record.
  • the fiber reinforcement is in the entire component statistically evenly distributed and resilient in all directions. she also follows more complicated shapes and structures of the prefabricated building element.
  • the invention is based on the object, a prefabricated component of the one in question Kind to design and develop in such a way that it is lighter, thin-walled Design at least in one direction, namely the direction in which the component is exposed to increased pressure or tensile loads, higher pressure or tensile loads withstands.
  • the prefabricated component according to the invention solves the above object by Features of claim 1. Thereafter is the prefabricated component mentioned designed so that reinforcement is provided and that the reinforcement comprises a textile structure connected at least in one direction.
  • a textile fabric i.e. an unordered but coherent aggregation of fibers, serve as reinforcement. It is particularly advantageous if the reinforcement is through a textile fabric, i.e. a structure of vertically crossing, properly intertwined threads is formed. Such a fabric is special particularly resilient in the direction of the warp and weft threads. Let also modern weaving machines are already able to weave very different fabrics, also realize three-dimensional structure. As textile reinforcement braids are also possible.
  • the textile structure of the prefabricated component according to the invention could, for example Glass fibers can be produced or comprise glass fibers.
  • the durability of such Reinforcement depends heavily on the chemical properties of the hydraulic set matrix of the prefabricated component. So the lifespan of Glass fibers in an alkaline environment only 50 to 100 years.
  • the matrix of the prefabricated component according to the invention is preferably a cement-bound matrix is used, since these have very high stability requirements corresponds.
  • the prefabricated component according to the invention can fundamentally be very different Take over functions.
  • each individual formwork element With the individual formwork elements practically a mold for the one to be created Concrete body made by the outer shape of the concrete body to be created is reproduced. To do this, each individual formwork element in its Position removed or supported, so that the formwork next to its own weight also the weight of the wet concrete together with any reinforcement of the concrete body and other loads that occur during the construction phase wearing. The formwork must also precede the concrete during the hardening phase protect from drying out.
  • formwork systems Since the assembly and dismantling of reusable formwork systems is very time-consuming and is associated with a high level of labor, is used in practice frequently integrated formwork systems, i.e. formwork systems that are in or on the created concrete structure remain. Such formwork systems must also be optical Requirements are sufficient, for example, in the visual appearance of the Insert concrete structure.
  • the prefabricated components according to the invention are now suitable from various Reasons especially for use in a formwork system. At this Place again on the high resilience due to the textile reinforcement and load capacity of the prefabricated components according to the invention with simultaneous relatively light and thin-walled construction pointed out.
  • Formwork elements in The form of prefabricated building elements according to the invention can not only be self-supporting be realized, but also so that they can withstand higher loads and in addition to their own weight, at least a large part of their weight of the building to be built.
  • There is corrosion of the textile reinforcement elements a minimum coverage of the reinforcement elements must be excluded So is not necessary, the reinforcement elements can be in the hydraulic bound matrix embedded, but still as far as possible on the Be arranged outside of the formwork element. This allows the reinforcement absorbing tensile stresses particularly effectively.
  • By choosing a suitable one Material for the matrix of the formwork element can be treated well ensure the concrete. In the case of integrated formwork, thereby also improving the durability of the concrete structure. You can also the formwork elements are included in the statics of the
  • a formwork element in the form of a prefabricated component according to the invention be realized as a simple plate.
  • a formwork element has an angled profile.
  • First point Profile parts have a higher surface load capacity than simple panels on.
  • prefabricated sections can be used to easily build larger surface elements assemble with which even larger spans can be bridged can be.
  • the textile structure forming the reinforcement is formed also at least over part of the angularly adjacent sections of the profile, so that the textile structure is not only flat, but quasi forms a three-dimensional reinforcement and is capable of both tensile and Also absorb pressure loads across the individual sections of the profile.
  • Prefabricated building element proposed a formwork whose textile Reinforcing element has extensions that are not hydraulically set Matrix are embedded. These extensions then practically protrude into the wet Concrete mass and later into the hardened concrete body. This allows realize an excellent shear connection in the manner of an anchoring.
  • textile processing machines especially modern looms, very different flat textile structures with extensions, ultimately, three-dimensional textile structures. These extensions could for example in the form of nose-like protruding fiber bandages or pieces of fabric be realized.
  • Another advantageous possibility is a textile structure with a fleece in the form of protruding individual fibers as reinforcement use. After creating the concrete structure, the fleece is then one-sided in the hydraulically bound matrix of the formwork element and on the other Side embedded in the concrete body of the building.
  • the formwork elements 1 shown in FIGS. 1 to 3 are exemplary embodiments for prefabricated elements, which essentially consist of a hydraulically bound Matrix 2 exist, in which textile fibers are embedded.
  • the textile fibers form a reinforcement 3 in the form of at least one textile structure connected in one direction.
  • the reinforcement is involved 3 each around a textile fabric.
  • the formwork elements 1 shown can be but just as well with reinforcement in the form of a textile scrim or braid realize.
  • the reinforcement 3 can consist of glass fibers, carbon fibers, aramid fibers or a mixture of these fibers.
  • the hydraulically bound matrix 2 of the formwork elements 1 is usually be cement bound.
  • the formwork elements 1 of the exemplary embodiments shown differ in the shape of their angled profile.
  • Fig. 1 is a substantially U-shaped Formwork element shown that also for bridging larger areas other uniform formwork elements can be clamped together.
  • FIG. 3 shows a series of two uniform formwork elements, which also have a substantially U-shaped profile. However, here is one the leg 4 longer than the other and has one at its free end Right angle arranged extension 5, which is in series by extends several uniform profiles over the leg 6 of the adjacent profile.
  • a relative dense formwork can be assembled.
  • Fig. 2 is a formwork element 1 in the form of a large panel element with integrated Web 7 shown that practically already from a string of U-shaped Sections exists.
  • the length of the webs 7 of this profile corresponds to the Wall thickness of the concrete structure to be created. Accordingly, this is shown Formwork element 1 has been filled with in-situ concrete 8.
  • the textile reinforcement extends in all three illustrated exemplary embodiments 3, ie the fabric, over all wall sections of the angled profile of the Formwork elements 1.
  • a flat textile structure can be used, the corresponding placed at an angle and integrated into the matrix 2 of the formwork element 1, or it can also be a textile manufactured in the form of the formwork element 1 Formations, for example an appropriately woven fabric, can be used.
  • the textile structure then represents a three-dimensional reinforcement 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Woven Fabrics (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Surgical Instruments (AREA)
  • Semiconductor Memories (AREA)
  • Rod-Shaped Construction Members (AREA)
EP98104415A 1997-03-18 1998-03-12 Elément de coffrage Expired - Lifetime EP0866191B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19711211 1997-03-18
DE19711211A DE19711211C2 (de) 1997-03-18 1997-03-18 Schalungselement

Publications (3)

Publication Number Publication Date
EP0866191A2 true EP0866191A2 (fr) 1998-09-23
EP0866191A3 EP0866191A3 (fr) 1999-11-03
EP0866191B1 EP0866191B1 (fr) 2003-11-12

Family

ID=7823751

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98104415A Expired - Lifetime EP0866191B1 (fr) 1997-03-18 1998-03-12 Elément de coffrage

Country Status (3)

Country Link
EP (1) EP0866191B1 (fr)
AT (1) ATE254223T1 (fr)
DE (2) DE19711211C2 (fr)

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CN1293274C (zh) * 2003-11-02 2007-01-03 邱则有 一种砼填充用轻质胎模构件
CN1296586C (zh) * 2003-11-02 2007-01-24 邱则有 一种砼填充用轻质胎模构件
CN1296582C (zh) * 2003-10-01 2007-01-24 邱则有 一种模壳构件
CN1296584C (zh) * 2003-11-02 2007-01-24 邱则有 一种砼填充用轻质胎模构件
CN1296585C (zh) * 2003-11-02 2007-01-24 邱则有 一种砼填充用轻质构件
CN1297720C (zh) * 2003-10-21 2007-01-31 邱则有 一种空腔构件
CN1304710C (zh) * 2003-11-02 2007-03-14 邱则有 一种砼填充用轻质胎模构件
CN1325736C (zh) * 2003-11-02 2007-07-11 邱则有 一种砼填充用轻质胎模构件
CN1325737C (zh) * 2003-11-02 2007-07-11 邱则有 一种砼填充用轻质胎模构件
CN1329601C (zh) * 2003-10-21 2007-08-01 邱则有 一种空腔模壳构件
CN100336997C (zh) * 2003-11-02 2007-09-12 邱则有 一种砼填充用轻质胎模构件
CN100336996C (zh) * 2003-11-02 2007-09-12 邱则有 一种砼填充用轻质胎模构件
CN100342100C (zh) * 2003-10-21 2007-10-10 邱则有 一种空腔模壳构件
CN100344839C (zh) * 2003-10-30 2007-10-24 邱则有 一种砼填充用薄壁管
CN100346040C (zh) * 2003-11-02 2007-10-31 邱则有 一种砼填充用轻质胎模构件
CN100354486C (zh) * 2003-10-21 2007-12-12 邱则有 一种砼填充用薄壁管
CN100354488C (zh) * 2003-10-30 2007-12-12 邱则有 一种永久模壳构件
CN100354489C (zh) * 2003-10-30 2007-12-12 邱则有 一种永久模壳构件
CN100354487C (zh) * 2003-10-21 2007-12-12 邱则有 一种空腔模壳构件
CN100360753C (zh) * 2003-03-04 2008-01-09 邱则有 一种空间结构楼盖用预制空腔构件
CN100362188C (zh) * 2003-10-21 2008-01-16 邱则有 一种空腔模壳构件
CN100362185C (zh) * 2002-04-30 2008-01-16 邱则有 一种钢筋砼立体承力结构楼盖
CN100363571C (zh) * 2002-04-30 2008-01-23 邱则有 一种钢筋砼用立体承力模壳
CN100365221C (zh) * 2002-04-30 2008-01-30 邱则有 一种钢筋砼用立体承力模壳
CN100365219C (zh) * 2003-11-02 2008-01-30 邱则有 一种砼填充用轻质胎模构件
CN100365222C (zh) * 2002-04-30 2008-01-30 邱则有 一种钢筋砼用立体承力模壳
CN100365223C (zh) * 2002-04-30 2008-01-30 邱则有 一种钢筋砼用立体承力模壳
CN100365224C (zh) * 2002-04-30 2008-01-30 邱则有 一种钢筋砼用立体承力模壳
CN100365225C (zh) * 2002-04-30 2008-01-30 邱则有 一种钢筋砼用立体承力模壳
CN100366842C (zh) * 2004-05-25 2008-02-06 邱则有 一种盆状模壳构件
CN100366841C (zh) * 2004-05-25 2008-02-06 邱则有 一种空腔模壳
CN100366840C (zh) * 2004-05-25 2008-02-06 邱则有 一种轻质胎模构件
CN100373024C (zh) * 2003-03-04 2008-03-05 邱则有 一种现浇钢筋砼空心楼盖
CN100408776C (zh) * 2002-04-30 2008-08-06 邱则有 一种钢筋砼立体承力结构楼盖
CN100408784C (zh) * 2003-03-04 2008-08-06 邱则有 一种现浇砼空心模壳构件
CN100439619C (zh) * 2002-04-30 2008-12-03 邱则有 一种钢筋砼立体承力结构楼盖
CN100439625C (zh) * 2003-10-01 2008-12-03 邱则有 一种模壳构件的现浇砼空心楼盖
CN100439618C (zh) * 2002-04-30 2008-12-03 邱则有 一种钢筋砼立体承力结构楼盖
CN101230732B (zh) * 2004-05-25 2011-09-07 湖南邱则有专利战略策划有限公司 一种盆状模壳构件
CN101319566B (zh) * 2004-06-09 2012-05-23 湖南邱则有专利战略策划有限公司 一种砼填充用开口模壳构件
CN101603368B (zh) * 2004-06-09 2012-09-12 湖南邱则有专利战略策划有限公司 一种砼填充用开口模壳构件

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CN101158200B (zh) * 2003-10-21 2010-11-03 邱则有 一种空腔模壳构件
CN101307650B (zh) * 2004-06-09 2010-09-01 邱则有 一种砼填充用开口模壳构件
CN101319567B (zh) * 2004-06-09 2011-06-08 湖南邱则有专利战略策划有限公司 一种砼填充用开口模壳构件
CN1978816B (zh) * 2005-12-08 2011-04-27 湖南邱则有专利战略策划有限公司 一种现浇砼空心板
DE102022116063A1 (de) 2022-06-28 2023-12-28 Rheinisch-Westfälische Technische Hochschule Aachen, abgekürzt RWTH Aachen, Körperschaft des öffentlichen Rechts Mehrschichtiges Bauelement für eine Decke, Verfahren zur Herstellung eines mehrschichtigen Bauelements und Verwendung von Textilbetonstreifen

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4422448A1 (de) 1994-06-29 1996-01-11 Reymann Technik Gmbh Die Sichtfläche eines Betonfertigteils bildendes Schalungsteil

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1852949U (de) * 1962-02-27 1962-06-07 Edwin Horbach Mehrschichtige platte.
US4021258A (en) * 1972-09-25 1977-05-03 Teijin Limited Concrete structure and method of preparing same
AT344966B (de) * 1976-08-23 1978-08-25 Oestreicher Friedrich Bauteil aus beton
DE2658622A1 (de) * 1976-12-23 1978-06-29 Heinz Carl Schalungselement
DE7714361U1 (de) * 1977-05-06 1977-08-25 Babcock-Bsh Ag Vormals Buettner- Schilde-Haas Ag, 4150 Krefeld Platte, vorzugsweise aus gips, zur herstellung einer verlorenen schalung
EP0067237B1 (fr) * 1981-06-12 1984-09-05 Werner Vogel Armature en forme d'un tissu de fils à revêtement plastique
GB8322645D0 (en) * 1983-08-23 1983-09-28 Lambeg Ind Research Assn Textile reinforced cement structure
DE3337268B4 (de) * 1983-10-13 2005-02-17 Matériaux de Construction International Zuggurt aus einer hydraulisch abbindenden Masse
ATE65818T1 (de) * 1985-11-07 1991-08-15 Akzo Nv Bewehrungselement aus kunststoff, verwendbar in armiertem beton, insbesondere in vorgespanntem beton, armierter beton versehen mit solchen bewehrungselementen und verfahren zur herstellung von bewehrungselementen und armiertem und vorgespanntem beton.
US5763043A (en) * 1990-07-05 1998-06-09 Bay Mills Limited Open grid fabric for reinforcing wall systems, wall segment product and methods of making same
DE19525508C2 (de) * 1994-08-16 1999-01-21 Hochtief Ag Hoch Tiefbauten Verfahren zur Verbesserung der Tragfähigkeit von Bauteilen aus Stahlbeton oder Mauerwerk
US5657595A (en) * 1995-06-29 1997-08-19 Hexcel-Fyfe Co., L.L.C. Fabric reinforced beam and column connections

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4422448A1 (de) 1994-06-29 1996-01-11 Reymann Technik Gmbh Die Sichtfläche eines Betonfertigteils bildendes Schalungsteil

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CN100439618C (zh) * 2002-04-30 2008-12-03 邱则有 一种钢筋砼立体承力结构楼盖
CN100439619C (zh) * 2002-04-30 2008-12-03 邱则有 一种钢筋砼立体承力结构楼盖
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CN100346040C (zh) * 2003-11-02 2007-10-31 邱则有 一种砼填充用轻质胎模构件
CN100336997C (zh) * 2003-11-02 2007-09-12 邱则有 一种砼填充用轻质胎模构件
CN100365219C (zh) * 2003-11-02 2008-01-30 邱则有 一种砼填充用轻质胎模构件
CN100336996C (zh) * 2003-11-02 2007-09-12 邱则有 一种砼填充用轻质胎模构件
CN100366840C (zh) * 2004-05-25 2008-02-06 邱则有 一种轻质胎模构件
CN100366842C (zh) * 2004-05-25 2008-02-06 邱则有 一种盆状模壳构件
CN100366841C (zh) * 2004-05-25 2008-02-06 邱则有 一种空腔模壳
CN101230732B (zh) * 2004-05-25 2011-09-07 湖南邱则有专利战略策划有限公司 一种盆状模壳构件
CN101319566B (zh) * 2004-06-09 2012-05-23 湖南邱则有专利战略策划有限公司 一种砼填充用开口模壳构件
CN101603368B (zh) * 2004-06-09 2012-09-12 湖南邱则有专利战略策划有限公司 一种砼填充用开口模壳构件

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ATE254223T1 (de) 2003-11-15
EP0866191A3 (fr) 1999-11-03
DE19711211A1 (de) 1998-10-01
EP0866191B1 (fr) 2003-11-12
DE59810119D1 (de) 2003-12-18
DE19711211C2 (de) 2001-05-10

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