DE10060459A1 - Anchoring and coupling for fiber plates comprises clamping plates between two steel sheets serving for further anchoring - Google Patents

Anchoring and coupling for fiber plates comprises clamping plates between two steel sheets serving for further anchoring

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Publication number
DE10060459A1
DE10060459A1 DE2000160459 DE10060459A DE10060459A1 DE 10060459 A1 DE10060459 A1 DE 10060459A1 DE 2000160459 DE2000160459 DE 2000160459 DE 10060459 A DE10060459 A DE 10060459A DE 10060459 A1 DE10060459 A1 DE 10060459A1
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DE
Germany
Prior art keywords
anchoring
coupling
slats
fiber
plates
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Withdrawn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
DE2000160459
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German (de)
Inventor
Gert Koenig
Gunter Schenck
Dieter Pommerening
Nancy Freitag
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Individual
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Individual
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 Individual filed Critical Individual
Priority to DE2000160459 priority Critical patent/DE10060459A1/en
Publication of DE10060459A1 publication Critical patent/DE10060459A1/en
Withdrawn legal-status Critical Current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
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/085—Tensile members made of fiber reinforced plastics
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D1/00—Bridges in general
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
    • 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
    • E04C5/12—Anchoring devices
    • E04C5/127—The tensile members being made of fiber reinforced plastics
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

Anchoring and coupling for fiber plates comprises clamping one or more plates (3) between two steel sheets (1) serving for further anchoring, e.g. with pegs in concrete. The clamping effect in the middle region in the transverse direction of the plates is reinforced by additional measures. Preferred Features: The plates are additionally adhered one on top of the other over a particular length. The plates are additionally adhered to the clamping plates over a particular length. The additional clamping effect is achieved by a screw (7) pressing on an additional sheet (4).

Description

Ausführungsbeispiele der Erfindung sind in den Zeichnungen dargestellt und werden im folgenden näher beschrieben.Embodiments of the invention are shown in the drawings and are described in more detail below.

Es zeigenShow it

Fig. 1 eine Kopplung zweier CFK-Lamellen in Längs und Querschnitt, Fig. 1 shows a coupling of two CFRP strips in longitudinal and transverse section,

Fig. 2 eine Spannverankerung einer Lamelle mit Grundplatte in Draufsicht und Schnitt, Fig. 2, a tension anchor of a slat with the base plate in plan view and section,

Fig. 3 eine Spannverankerung mehrerer Lamellen mit Grundplatte in Draufsicht und Schnitt. Fig. 3 is a tension anchor of several slats with a base plate in plan view and section.

Für eine Lamellenkopplung kann eine Ausführung gemäß Fig. 1 gewählt werden. Die beiden CFK-Lamellen (3) und das Klemmblech (6) werden untereinander mittels eines gefüllten Epoxydharzklebers (8) verbunden. Nach Erhärten des Systems werden die Klemmplatten (4) mittels seitlich der Lamellen (3) angeord­ neten vorgespannter hochfester Klemmschrauben (6) zusammengespannt. Die Mittelschraube (7) wird im Anschluss daran kontrolliert angezogen, bis die Pressung in der Mitte der Lamelle und am Rand annähernd gleich ist.An embodiment according to FIG. 1 can be selected for a multi-plate coupling. The two CFRP slats ( 3 ) and the clamping plate ( 6 ) are connected to each other by means of a filled epoxy resin adhesive ( 8 ). After the system has hardened, the clamping plates ( 4 ) are clamped together by means of prestressed high-strength clamping screws ( 6 ) arranged on the side of the lamellae ( 3 ). The center screw ( 7 ) is then tightened in a controlled manner until the pressure in the middle of the lamella and at the edge is approximately the same.

In einer nicht dargestellten Ausführung ist die Mittelschraube (7) durch ein Federelement ersetzt, das zwischen den Klemmschrauben (6) montiert, in deren Mitte mit der erforderlichen Kraft auf die Klemmplatte (1) drückt.In an embodiment not shown, the central screw ( 7 ) is replaced by a spring element which is mounted between the clamping screws ( 6 ), in the middle of which presses the clamping plate ( 1 ) with the required force.

Für den Einsatz als Endverankerung wird die untere Klemmplatte (1) durch eine Grundplatte (2) ersetzt, die durch Dübel in den Löchern oder angeschweißte Kopfbolzendübel eine Eintragung der Vorspannkräfte in das vorzuspannende Bauteil sicherstellen.For use as end anchoring, the lower clamping plate ( 1 ) is replaced by a base plate ( 2 ), which ensures entry of the prestressing forces into the component to be prestressed by means of dowels in the holes or welded-on stud bolts.

Sollen mehrere Lamellen (3) verankert werden, so ist zwischen den einzelnen Lamellen (3) jeweils ein Zugblech (5) einzukleben, das die Lasten der einzelnen Lagen lokal über ein Aussteifungsblech (9) zur Grundplatte (2) weiterleitet. If several lamellae ( 3 ) are to be anchored, a tension plate ( 5 ) must be glued between the individual lamellae ( 3 ), which transmits the loads of the individual layers locally via a stiffening plate ( 9 ) to the base plate ( 2 ).

AnlagenInvestments

Fig. 1 eine Kopplung zweier CFK-Lamellen in Längs und Querschnitt, Fig. 1 shows a coupling of two CFRP strips in longitudinal and transverse section,

Fig. 2 eine Spannverankerung einer Lamelle mit Grundplatte in Draufsicht und Schnitt, Fig. 2, a tension anchor of a slat with the base plate in plan view and section,

Fig. 3 eine Spannverankerung mehrerer Lamellen mit Grundplatte in Draufsicht und Schnitt. Fig. 3 is a tension anchor of several slats with a base plate in plan view and section.

Literaturliterature

Allgemeine bauaufsichtliche Zulassung Z-36.12-29 des Deutschen Instituts für Bautechnik; "Verstärkung von Stahlbeton- und Spannbetonbauteilen durch schubfest aufgeklebte Kohlefaserlamellen "Sika CarboDur""
Technisches Merkblatt Sika CarboDur-System, Sika Chemie GmbH, Januar 2000
Tagungsbeitrag Dr.-Ing. H.P Andrä: "Verstärkung von Brücken durch aufgeklebte, vorgespannte Kohlefaserlamellen", Brückenbautagung der Bayerischen Straßenbauverwaltung, 28.-29.9.1999, Kulmbach.General building inspectorate approval Z-36.12-29 from the German Institute for Building Technology; "Reinforcement of reinforced concrete and prestressed concrete components using shear-resistant carbon fiber lamellas" Sika CarboDur ""
Technical data sheet Sika CarboDur-System, Sika Chemie GmbH, January 2000
Conference contribution Dr.-Ing. HP Andrä: "Reinforcement of bridges by glued, prestressed carbon fiber lamellas", bridge building conference of the Bavarian Road Administration, September 28-29, 1999, Kulmbach.

Claims (9)

1. Spannverankerung und Koppelung für Faserlamellen, dadurch gekennzeichnet, dass eine oder mehrere Lamellen (3) zwischen zwei Stahlbleche (1 bzw. 2), die der weiteren Verankerung, z. B. mit Dübeln im Beton, dienen können, geklemmt werden, wobei durch zusätzliche Maßnahmen die Klemmwirkung im mittleren Bereich in Querrichtung der Lamelle (3) verstärkt wird.1. Anchoring and coupling for fiber slats, characterized in that one or more slats ( 3 ) between two steel sheets ( 1 and 2 ), the further anchoring, for. B. with dowels in concrete, can be clamped, the clamping effect in the central region in the transverse direction of the lamella ( 3 ) being reinforced by additional measures. 2. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 1, dadurch gekennzeichnet, dass zusätzlich die Lamellen (3) auf einer bestimmten Länge untereinander verklebt (8) werden.2. Anchoring and coupling for fiber lamellae according to claim 1, characterized in that the lamellae ( 3 ) are glued together ( 8 ) over a certain length. 3. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 1 und 2, dadurch gekennzeichnet, dass zusätzlich die Lamellen auf einer bestimmten Länge mit den Klemmplatten verklebt werden.3. tension anchoring and coupling for fiber slats according to claim 1 and 2, characterized in that in addition the slats on a certain Length can be glued to the clamping plates. 4. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 1 oder 2 oder 3, dadurch gekennzeichnet, dass die zusätzliche Klemmwirkung durch eine Schraube (7) erzielt wird, die auf ein zusätzlich eingelegtes Blech (4) drückt.4. Anchoring and coupling for fiber slats according to claim 1 or 2 or 3, characterized in that the additional clamping effect is achieved by a screw ( 7 ) which presses on an additionally inserted sheet ( 4 ). 5. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 1 oder 2 oder 3, dadurch gekennzeichnet, dass die zusätzliche Klemmwirkung durch eine äußere Vorrichtung erzielt wird, die auf eine oder beide der Klemmplatten drückt.5. Anchoring and coupling for fiber slats according to claim 1 or 2 or 3, characterized in that the additional clamping effect by an external device is achieved on one or both of the clamping plates suppressed. 6. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 1 oder 2 oder 3 oder 4 oder 5 oder 6, dadurch gekennzeichnet, dass eine Verbindung (Kopplung) von zwei Lamellen realisiert wird.6. Anchoring and coupling for fiber slats according to claim 1 or 2 or 3 or 4 or 5 or 6, characterized in that a connection (Coupling) of two slats is realized. 7. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 6, dadurch gekennzeichnet, dass die Klebefuge im Randbereich der Klemm­ platten oder nahe außerhalb keilförmig aufgeweitet wird.7. tension anchoring and coupling for fiber slats according to claim 6, characterized in that the adhesive joint in the edge area of the clamp plates or widened near outside. 8. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 1 oder 2 oder 3 oder 4 oder 5 oder 6, dadurch gekennzeichnet, dass eine Endverankerung von einer oder mehreren Lamellen realisiert wird. 8. Anchoring and coupling for fiber slats according to claim 1 or 2 or 3 or 4 or 5 or 6, characterized in that a End anchorage of one or more slats is realized.   9. Spannverankerung und Koppelung für Faserlamellen nach Anspruch 8, dadurch gekennzeichnet, dass beim Verankern mehrerer Lagen von Lamellen (3) zwischen je zwei Lagen Lamellen (3) ein Blech (5) eingelegt wird, das separat verankert wird.9. Anchoring and coupling for fiber slats according to claim 8, characterized in that when anchoring several layers of slats ( 3 ) between two layers of slats ( 3 ) a sheet ( 5 ) is inserted, which is anchored separately.
DE2000160459 2000-09-21 2000-09-21 Anchoring and coupling for fiber plates comprises clamping plates between two steel sheets serving for further anchoring Withdrawn DE10060459A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE2000160459 DE10060459A1 (en) 2000-09-21 2000-09-21 Anchoring and coupling for fiber plates comprises clamping plates between two steel sheets serving for further anchoring

Applications Claiming Priority (1)

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DE10060459A1 true DE10060459A1 (en) 2002-04-11

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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1331327A1 (en) * 2002-01-29 2003-07-30 Sika Schweiz AG Reinforcing device
EP1507051A1 (en) * 2003-08-13 2005-02-16 Sika Technology AG Force transfer element
CN1332104C (en) * 2006-03-30 2007-08-15 尚守平 Carbon fiber board anchor for civil engineering construction
CN102127950A (en) * 2011-02-15 2011-07-20 全恩懋 Automatic centering tensioning and anchoring device for prestressed sheet clamping anchorage
CN102251474A (en) * 2011-04-27 2011-11-23 南通大学 Frictional anchorage device applied to fibre reinforced composite cables
EP2420622A1 (en) * 2010-08-18 2012-02-22 Sika Technology AG Device for the application of force to tension members from fiber-reinforced plastic plates
EP2631392A1 (en) * 2012-02-21 2013-08-28 Sika Technology AG Device for the application of force to tension members from fiber-reinforced plastic plates
CN103590540A (en) * 2013-11-15 2014-02-19 哈尔滨工业大学 Anchoring connection device of carbon fiber reinforced resin base composite material plate
CN105064616A (en) * 2015-08-04 2015-11-18 湖南磐固土木技术发展有限公司 Anchor device for changing direction of carbon fiber plate
CN110552942A (en) * 2019-07-26 2019-12-10 中国航空工业集团公司济南特种结构研究所 Bonding and curing method for large-load static test radome tension and compression pads
CN110566554A (en) * 2019-07-26 2019-12-13 中国航空工业集团公司济南特种结构研究所 Large-curvature large-load radar cover tension and compression pad full-filling type bonding method
CN111851864A (en) * 2020-07-13 2020-10-30 郝中亮 Carbon fiber plate anchorage device
CN114214938A (en) * 2021-11-23 2022-03-22 上海浦江缆索股份有限公司 Anchoring strength improving method of carbon fiber inhaul cable

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3701554A (en) * 1968-11-26 1972-10-31 Coyne & Bellier Reinforcing and prestressing cable
DE2610915A1 (en) * 1976-03-16 1977-09-22 Artur Rudolf ELEMENT FOR INTRODUCING TENSIONING FORCE IN FIBER-REINFORCED PLASTIC PARTS
DE2932809C2 (en) * 1979-08-13 1995-11-23 Rehm Gallus Device for the end anchorage of at least one prestressed concrete tendon made of fiber composite material
DE19753318A1 (en) * 1997-12-02 1999-06-10 Sika Ag Reinforcing element for load-bearing or load-transmitting components and method for fastening it to a component surface
DE19849605A1 (en) * 1998-10-28 2000-05-04 Goehler Andrae Und Partner Ber Tensioning device for a band-shaped tension member
EP1033455A1 (en) * 1999-03-01 2000-09-06 Freyssinet International Stup Method and device for reinforcing a concrete structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3701554A (en) * 1968-11-26 1972-10-31 Coyne & Bellier Reinforcing and prestressing cable
DE2610915A1 (en) * 1976-03-16 1977-09-22 Artur Rudolf ELEMENT FOR INTRODUCING TENSIONING FORCE IN FIBER-REINFORCED PLASTIC PARTS
DE2932809C2 (en) * 1979-08-13 1995-11-23 Rehm Gallus Device for the end anchorage of at least one prestressed concrete tendon made of fiber composite material
DE19753318A1 (en) * 1997-12-02 1999-06-10 Sika Ag Reinforcing element for load-bearing or load-transmitting components and method for fastening it to a component surface
DE19849605A1 (en) * 1998-10-28 2000-05-04 Goehler Andrae Und Partner Ber Tensioning device for a band-shaped tension member
EP1033455A1 (en) * 1999-03-01 2000-09-06 Freyssinet International Stup Method and device for reinforcing a concrete structure

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
Allg. bauaufsichtliche Zulassung Z-36.12-29 des Dt.Instituts für Bautechnik, Berlin, v.11.11.1997,Verstärkung von Stahlbeton- und Spannbetonbau- teilen durch schubfest aufgeklebt Kohlefaser -lamellen 'Sika CarboDur', Sika Chemie GmbH, Stuttgart, S.18-24 *
Tagungsbeitrag v. Dr.-Ing. H.P. ANDRÄ: Verstärkungvon Brücken durch aufgeklebte, vorgespannte Kohlefaserlamellen auf Brückenbautagung der Bay. Straßenbauverwaltg., 28./29.9.99, Kulmbach, S.25-52 *
Technisches Merkblatt, Kennziff. 7205, Sika Carbo Dur-System, Sika Chemie GmbH, Stuttgart, Ausg. 01/2000, S.1-7 *

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003064789A1 (en) * 2002-01-29 2003-08-07 Sika Schweiz Ag Reinforcing device
EP1331327A1 (en) * 2002-01-29 2003-07-30 Sika Schweiz AG Reinforcing device
EP1507051A1 (en) * 2003-08-13 2005-02-16 Sika Technology AG Force transfer element
CN1332104C (en) * 2006-03-30 2007-08-15 尚守平 Carbon fiber board anchor for civil engineering construction
US9663963B2 (en) 2010-08-18 2017-05-30 Sika Technology Ag Device for introducing a force into tension members made of fiber-reinforced plastic flat strip lamellas
EP2420622A1 (en) * 2010-08-18 2012-02-22 Sika Technology AG Device for the application of force to tension members from fiber-reinforced plastic plates
WO2012022783A1 (en) * 2010-08-18 2012-02-23 Sika Technology Ag Device for introducing a force into tension members made of fiber-reinforced plastic flat strip lamella
CN102127950A (en) * 2011-02-15 2011-07-20 全恩懋 Automatic centering tensioning and anchoring device for prestressed sheet clamping anchorage
CN102127950B (en) * 2011-02-15 2012-08-22 全恩懋 Automatic centering tensioning and anchoring device for prestressed sheet clamping anchorage
CN102251474A (en) * 2011-04-27 2011-11-23 南通大学 Frictional anchorage device applied to fibre reinforced composite cables
CN102251474B (en) * 2011-04-27 2012-12-05 南通大学 Frictional anchorage device applied to fibre reinforced composite cables
EP2631392A1 (en) * 2012-02-21 2013-08-28 Sika Technology AG Device for the application of force to tension members from fiber-reinforced plastic plates
WO2013124304A1 (en) * 2012-02-21 2013-08-29 Sika Technology Ag Device for introducing a force into tension members made of fiber-reinforced flat-strip plastic lamellas
CN103590540A (en) * 2013-11-15 2014-02-19 哈尔滨工业大学 Anchoring connection device of carbon fiber reinforced resin base composite material plate
CN103590540B (en) * 2013-11-15 2016-03-23 哈尔滨工业大学 The anchoring hookup of carbon fiber enhancement resin base composite material plate
CN105064616A (en) * 2015-08-04 2015-11-18 湖南磐固土木技术发展有限公司 Anchor device for changing direction of carbon fiber plate
CN110552942A (en) * 2019-07-26 2019-12-10 中国航空工业集团公司济南特种结构研究所 Bonding and curing method for large-load static test radome tension and compression pads
CN110566554A (en) * 2019-07-26 2019-12-13 中国航空工业集团公司济南特种结构研究所 Large-curvature large-load radar cover tension and compression pad full-filling type bonding method
CN111851864A (en) * 2020-07-13 2020-10-30 郝中亮 Carbon fiber plate anchorage device
CN111851864B (en) * 2020-07-13 2021-12-28 吉林国兴复合材料有限公司 Carbon fiber plate anchorage device
CN114214938A (en) * 2021-11-23 2022-03-22 上海浦江缆索股份有限公司 Anchoring strength improving method of carbon fiber inhaul cable
CN114214938B (en) * 2021-11-23 2023-11-14 上海浦江缆索股份有限公司 Anchoring strength improving method for carbon fiber inhaul cable

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