[go: up one dir, main page]

EP1877632B1 - Verfahren zur herstellung einer bodenstruktur aus stahl und beton - Google Patents

Verfahren zur herstellung einer bodenstruktur aus stahl und beton Download PDF

Info

Publication number
EP1877632B1
EP1877632B1 EP06733379A EP06733379A EP1877632B1 EP 1877632 B1 EP1877632 B1 EP 1877632B1 EP 06733379 A EP06733379 A EP 06733379A EP 06733379 A EP06733379 A EP 06733379A EP 1877632 B1 EP1877632 B1 EP 1877632B1
Authority
EP
European Patent Office
Prior art keywords
steel
concrete
floor structure
steel body
bolts
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.)
Not-in-force
Application number
EP06733379A
Other languages
English (en)
French (fr)
Other versions
EP1877632A4 (de
EP1877632A1 (de
Inventor
Nils-Gustav Svensson
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.)
Svecon Steel AB
Original Assignee
Svecon Steel AB
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 Svecon Steel AB filed Critical Svecon Steel AB
Publication of EP1877632A1 publication Critical patent/EP1877632A1/de
Publication of EP1877632A4 publication Critical patent/EP1877632A4/de
Application granted granted Critical
Publication of EP1877632B1 publication Critical patent/EP1877632B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
    • 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
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
    • 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
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261—Monolithic filling members
    • E04B5/263—Monolithic filling members with a flat lower surface
    • 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
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly 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
    • 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
    • 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
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • 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
    • E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete

Definitions

  • the present invention relates to a method for the production of a floor structure beam of steel and concrete.
  • the invention relates to a method for the production of such a beam comprising, on the one hand, an elongate steel body, comprising a lower longitudinally extending steel plate, and a plurality of steel bolts, welded to the steel plate and extending in an upward direction from said plate and defining free spaces therebetween which extend along the entire width of the steel plate, and, on the other hand, a longitudinally extending concrete element, cast upon the steel plate and wherein the steel body is anchored by means of said bolts.
  • a floor structure beam of said kind is previously known through SE-C 520 410 .
  • This known beam constitutes a wholly prefabricated beam, which means that the concrete element is cast upon the steel plate before the beam is mounted at the desired installation place.
  • this fact has been found to cause considerable disadvantages in certain cases.
  • One such case is when it is desired, before a subsequent casting of a floor structure in situ, to place pipes, for instance sewage pipes, ventilation pipes or pipes for electric cables, in the floor structure in directions transversal to the beam.
  • pipes for instance sewage pipes, ventilation pipes or pipes for electric cables
  • DE-A-41 13 028 discloses a method of installing pipes in a steel/concrete structure and aims for a flexible installation.
  • Upper and lower steel reinforced concrete elements are arranged with an intermediate hallowed space forming chambers.
  • the intermediate space is formed by a plurality of spacers having bolts along their upper and lower opposite surfaces, which, bolts engage and secure the concrete elements.
  • the thus formed chambers are used to receive pipes.
  • the invention has for its purpose to provide an improved method for the production of a floor structure beam of the kind initially specified that makes it possible to avoid the above disadvantages.
  • the method according to the invention proposed for said purpose is primarily characterized in that the concrete element as a whole is produced by casting concrete upon the steel plate only when the steel body has been placed in the intended position therefor in a floor structure.
  • the invention eliminates the need for producing separate holes for different kinds of pipes in the beam since, once the steel body of the beam has been placed in its intended position but before any concrete element has are are been cast, said pipes are placed in the free spaces between the bolts welded upon the steel plate.
  • reinforcement bars extending in the transversal direction of the steel body and projecting laterally therefrom, may be affixed to upper portions of the steel body before the step of casting the concrete element in order then to become embedded in the concrete element during the subsequent casting of said element.
  • the concrete element of the beam may be produced integral with one or more concrete floor structure plates simultaneously cast in situ.
  • the use of reinforcement bars affixed to the steel body of the beam offers the specific advantage of making it unnecessary, as required in respect of the above mentioned known prefabricated beam, to produce the concrete element of the beam from so-called high strength concrete, i.e. a concrete of extremely high quality, but instead to produce said element from concrete of the quality normally used for casting floor slabs in situ.
  • the method according to the invention may be used for the production of floor structures comprising prefabricated hollow floor structure plates.
  • the reinforcement bars are brought to extend into cavities in prefabricated hollow floor structure plates which, before casting the concrete element of the beam, are placed resting on longitudinally extending edge portions of the steel plate, said cavities being filled with concrete, at least along the length of the portions of the reinforcement bars extending into the cavities during the step of casting the concrete element.
  • a steel body comprising also one or more longitudinally extending stiffening members, welded to said bolts and placed above the steel plate at a substantial vertical distance therefrom.
  • a steel body wherein said bolts are arranged in two parallel rows and one longitudinally extendning stiffening member is welded to each of the two bolt rows.
  • the two stiffening members may in this case be connected to each other by means of transversally extending connecting members.
  • reference numeral 10 generally designates a steel body for a floor structure beam.
  • Steel body 10 consists of an elongate steel plate 11, intended to be mounted in a horizonal position and a plurality of steel bolts 12 welded to plate 11 and extending in an upward direction therefrom and provided with enlarged heads 13 at their upper ends. Said bolts are arranged in two parallel rows which are located each at a certain distance from one longitudinal edge of plate 11.
  • FIG 2 there is shown a steel body 10' which differs from body 10 according to Figure 1 only in that it also comprises two longitudinally extending angle steel bars 14 which are welded each to one row of bolts 12 in a position located at a certain distance from plate 11. Angle steel bars 14 have for their purpose to act as stiffening members for body 10' causing a substantial increase in the bending rigidity of said body.
  • Figure 3 shows an additional modified steel body 10" which differs from body 10' according to Figure 2 only in that is also comprises a plurality of bars 15 which serve as connecting members between angle steel members 14 and extend in directions transversal to members 14 and which are welded to said members at their ends. Bars 15 have for their purpose to increase the torsional rigidity of body 10".
  • a floor structure generally designated 16, which comprises a floor structure beam produced by utilizing the method according to the invention, and two only partially shown floor structure plates 24 located at opposite sides of said beam and supported by said beam.
  • the floor structure beam comprises a steel body 10 according to Figure 1 and a concrete element 17 cast upon said steel body.
  • Floor structure 16 is produced in the following manner. Firstly, steel body 10 is placed in the desired position and supported in said position in any suitable manner. Prefabricted form members 18, consisting of steel or concrete, are then placed in positions resting upon outer longitudinally extending edge portions of plate 11 of steel body 10. Thereupon, the concrete element 17 of the beam and the floor structure plates 24 are formed in one piece by casting concrete in situ upon form members 18 and plate 11.
  • Figure 5 shows a floor structure 16' of slightly modified design.
  • floor structure 16' is assumed to be produced by casting concrete plates 24 upon a form (not shown) which may be removed after the casting operation and upon which also the steel body 10 of the beam is supported during the simultaneous casting of plates 24 and concrete member 17. Therefore, any form members remaining after the casting operation and corresponding to members 18 of floor structure 16 according to Figure 4 will not exist in floor structure 16' according to Figure 5 .
  • FIG. 6 shows a floor structure 16" of so-called HDF-type which comprises a floor structure beam produced by the method according to the present invention and two only partially shown prefabricated hollow slab plates 21 supported by said beam. Plates 21 are supported resting on longitudinally extending edge portions of the steel plate 11 of the beam and are provided with through cavities 22 into which pipes 19 and reinforcement bars 20 can be inserted in order then to be fixed within said cavities by filling the cavities with concrete at least along the length of the portions of reinforcement bars 20 extending into cavities 22 during the step of casting a concrete element 17 upon steel plate 11 and around bolts 12.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Polymerisation Methods In General (AREA)
  • Heat Treatment Of Steel (AREA)

Claims (7)

  1. Verfahren zur Herstellung eines Deckenkonstruktionsträgers aus Stahl und Beton, umfassend, einerseits, einen länglichen Stahlkörper (10), der eine untere, sich in Längsrichtung erstreckende Stahlplatte (11) und mehrere Stahlbolzen (12), die an die Stahlplatte (11) geschweißt sind und sich in einer Aufwärtsrichtung von der Platte erstrecken und Freiräume (23) dazwischen definieren, welche sich die gesamte Breite der Stahlplatte (11) entlang erstrecken, umfasst, und, andererseits, ein sich in Längsrichtung erstreckendes Betonelement (17), das auf die Stahlplatte (11) gegossen ist und in dem der Stahlkörper (10) mittels der Bolzen (12) verankert ist, und wobei das Betonelement (17) als Ganzes durch Gießen von Beton auf die Stahlplatte (11) hergestellt wird, nur wenn der Stahlkörper (10) in der dafür vorgesehenen Position in einer Deckenkonstruktion (16) angeordnet wurde, gekennzeichnet durch den Schritt des Anordnens von verschiedenen Arten von Rohren (19), vor dem Gießen des Betonelements, beispielsweise von Abwasserrohren, Lüftungsrohren oder Rohren für elektrische Leitungen, in den Freiräumen (23) zwischen den Stahlbolzen (12).
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass Bewehrungsstäbe (20), die sich in der Querrichtung des Stahlkörpers (10) erstrecken und seitlich davon vorragen, vor dem Schritt des Gießens des Betonelements (17) an oberen Abschnitten des Stahlkörpers (10) befestigt werden, um dann während des nachfolgenden Gießens des Elements in das Betonelement (17) eingebettet zu werden.
  3. Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das Betonelement (17) einstückig mit einer oder mehreren Deckenkonstruktionsplatten (24), die gleichzeitig vor Ort gegossen werden, hergestellt wird.
  4. Verfahren nach Anspruch 2, dadurch gekennzeichnet, dass die Bewehrungsstäbe (20) dazu gebracht werden, sich in Hohlräume (22) in vorgefertigten Hohldeckenkonstruktionsplatten (21) zu erstrecken, welche vor dem Gießen des Betonelements (17) des Trägers auf sich in Längsrichtung erstreckenden Kantenabschnitten der Stahlplatte (11) aufliegend angeordnet werden, wobei während des Schritts des Gießens des Betonelements (17) die Hohlräume (22) mindestens entlang der Länge der Abschnitte der Bewehrungsstäbe (20), die sich in die Hohlräume erstrecken, mit Beton gefüllt werden.
  5. Verfahren nach einem beliebigen der vorhergehenden Ansprüche, gekennzeichnet durch das Verwenden eines Stahlkörpers (10), der auch ein oder mehrere sich in Längsrichtung erstreckende Versteifungsglieder (14) umfasst, die an die Bolzen (12) geschweißt sind und oberhalb der Stahlplatte (11) in einem erheblichen vertikalen Abstand davon angeordnet sind.
  6. Verfahren nach Anspruch 5, gekennzeichnet durch das Verwenden eines Stahlkörpers (10), bei dem die Bolzen (12) in zwei parallelen Reihen angeordnet sind und an jede der zwei Bolzenreihen ein sich in Längsrichtung erstreckendes Versteifungsglied (14) geschweißt ist.
  7. Verfahren nach Anspruch 6, gekennzeichnet durch das Verwenden eines Stahlkörpers (10), bei dem die beiden Versteifungsglieder (14) mittels sich in Querrichtung erstreckender Verbindungsglieder (15) miteinander verbunden sind.
EP06733379A 2005-05-02 2006-05-02 Verfahren zur herstellung einer bodenstruktur aus stahl und beton Not-in-force EP1877632B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0500998 2005-05-02
PCT/SE2006/000524 WO2006118528A1 (en) 2005-05-02 2006-05-02 Method for production of a floor structure of steel and concrete

Publications (3)

Publication Number Publication Date
EP1877632A1 EP1877632A1 (de) 2008-01-16
EP1877632A4 EP1877632A4 (de) 2010-06-16
EP1877632B1 true EP1877632B1 (de) 2011-10-19

Family

ID=37308237

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06733379A Not-in-force EP1877632B1 (de) 2005-05-02 2006-05-02 Verfahren zur herstellung einer bodenstruktur aus stahl und beton

Country Status (6)

Country Link
EP (1) EP1877632B1 (de)
AT (1) ATE529581T1 (de)
DK (1) DK1877632T3 (de)
NO (1) NO338839B1 (de)
SE (1) SE530934C2 (de)
WO (1) WO2006118528A1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284788A (zh) * 2016-09-18 2017-01-04 中核能源科技有限公司 一种单侧钢板混凝土空心组合屋盖

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2504720B (en) * 2012-08-07 2014-07-16 Laing O Rourke Plc Joints between precast concrete elements
CN110258777A (zh) * 2019-08-02 2019-09-20 三一筑工科技有限公司 装配式钢结构-混凝土混合结构体系和低层住宅建筑
CN111088813B (zh) * 2019-12-13 2024-11-12 中建城市建设发展有限公司 一种柱体构件基础预埋固定装置及其施工方法
CN112343232B (zh) * 2020-10-30 2022-06-03 山东建筑大学 一种组合式楼板、建筑物及施工方法
CN115030383B (zh) * 2022-07-20 2024-03-26 东南大学 一种全装配式楼盖的螺栓式节点连接装置

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4309125A (en) * 1980-10-06 1982-01-05 Richardson George S Integrated bridge construction
US4527372A (en) * 1983-04-26 1985-07-09 Cyclops Corporation High performance composite floor structure
DE3520129A1 (de) * 1985-06-05 1986-12-11 Stahlbau Michael Lavis Söhne, 6050 Offenbach Stahlverbunddecke
FR2627526A1 (fr) * 1988-02-19 1989-08-25 Roret Jean Procede de fabrication d'une structure mixte beton-metal et structure ainsi obtenue
JPH02311640A (ja) * 1989-05-25 1990-12-27 Takenaka Komuten Co Ltd 合成床の構築方法
DE4113028C2 (de) * 1991-04-20 1995-05-04 Grimm Friedrich Bjoern Stahlbetondecke
US5493833A (en) * 1992-05-06 1996-02-27 Trw Inc. Welding stud and method of forming same
FR2698111B1 (fr) * 1992-11-18 1995-02-03 Razel Freres Entr Procédé de construction d'un tablier de pont comportant une dalle en béton supportée par des poutres métalliques longitudinales.
DE29507704U1 (de) * 1995-05-12 1995-07-06 Quinting, René, 48163 Münster Stahlbetonfertigteil zur Herstellung flüssigkeitsdichter Betonwannen oder -becken
JP2001032428A (ja) * 1999-07-22 2001-02-06 Taisei Corp 床版の構築方法
SE520410C2 (sv) 2000-10-19 2003-07-08 Nils-Gustav Svensson Prefabricerad bjälklagsbalk
WO2003074810A1 (en) * 2002-03-01 2003-09-12 Nils-Gustav Svensson Building beam
AU2002951787A0 (en) * 2002-10-02 2002-10-17 University Of Western Sydney A composite beam
US6807789B1 (en) * 2003-05-23 2004-10-26 Daewoo Engineering & Construction Co., Ltd Steel-concrete composite beam using asymmetric section steel beam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284788A (zh) * 2016-09-18 2017-01-04 中核能源科技有限公司 一种单侧钢板混凝土空心组合屋盖

Also Published As

Publication number Publication date
EP1877632A4 (de) 2010-06-16
DK1877632T3 (da) 2012-01-23
NO20075590L (no) 2007-12-03
SE0701921L (sv) 2007-08-27
WO2006118528A1 (en) 2006-11-09
ATE529581T1 (de) 2011-11-15
EP1877632A1 (de) 2008-01-16
SE530934C2 (sv) 2008-10-28
NO338839B1 (no) 2016-10-24

Similar Documents

Publication Publication Date Title
KR100549649B1 (ko) 프리캐스트 조립구조에 의한 교각 구조물
EP2447025B1 (de) Verfahren zur herstellung eines betonbocks, betonbock und verbindungselement
FI85745C (fi) Brandsaeker prefabricerad staolbalk
TWI438326B (zh) Semi - pre - cast flooring and its board construction method
KR101107300B1 (ko) 강판전단벽
EP1877632B1 (de) Verfahren zur herstellung einer bodenstruktur aus stahl und beton
JP5367297B2 (ja) プレキャスト横桁とプレキャスト縦桁とを備えた橋梁およびその施工法
KR20120085641A (ko) 보 및 슬래브 거푸집 조립 구조 및 이를 이용한 보 및 슬래브 구조물 시공 방법
KR100318565B1 (ko) 주형의 박스화에 의한 피씨 빔 교량의 보강 방법 및 그에 의한
KR101705002B1 (ko) 조립식 이중합성 플레이트 거더교 및 그 시공방법
EP2657423B1 (de) Betonplatte
KR101389044B1 (ko) 교량용 강재거더 및 그 제작 방법과, 강재거더를 교각에 강결 설치하는 시공방법
KR100583671B1 (ko) 다양한 위치에 설치된 강재정착구와 상하 플랜지에보강재를 설치하여 제작한 프리스트레스트 콘크리트빔 및이를 이용한 교량 시공방법
KR101181160B1 (ko) 프리스트레싱을 원활히 하기 위한 긴장 및 정착 구조를 갖는 프리스트레스트 프리캐스트 콘크리트 보
KR101212259B1 (ko) 파형 굴곡판으로 형성된 보강재를 이용한 합성바닥판 및 그 제작방법
KR102139132B1 (ko) 단부의 각도 조절이 가능한 강재 거푸집 구조체, 이를 통해 제작된 psc 빔 및 이를 이용한 교량의 시공방법
KR20050018195A (ko) 다수개의 지지장치가 설치된 브라켓을 이용하여 교량을지지할 수 있도록 설치된 다중지점 지지브라켓 및 이의설치방법
KR200397213Y1 (ko) 콘크리트 다주형 교량의 강재가로보 설치 구조
KR101701416B1 (ko) 장경간 슬래브용 프리캐스트 콘크리트 데크 및 이를 이용한 슬래브
KR101698807B1 (ko) 파형강판을 이용한 psc거더의 제작방법 및 이에 의해 제작된 psc거더
KR101044469B1 (ko) 돌출보가 부착된 프리스트레스트 콘크리트 거더
CN210342417U (zh) 一种预应力异形槽板
KR102139851B1 (ko) 역t형 단면 혼합형 psc거더 및 이를 이용한 슬래브 시공방법
JP2005213852A (ja) ガードレール用の基礎ブロック
KR101798416B1 (ko) 프리스트레스 도입형 강재 및 이의 제작방법

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20071018

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

DAX Request for extension of the european patent (deleted)
RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SVECON SVENSSON CONSTRUCTION AB

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SVENSSON, NILS-GUSTAV

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SVECON STEEL AB

A4 Supplementary search report drawn up and despatched

Effective date: 20100517

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 5/32 20060101AFI20061120BHEP

Ipc: E04B 5/23 20060101ALI20100507BHEP

Ipc: E04B 5/29 20060101ALI20100507BHEP

Ipc: E04B 1/41 20060101ALI20100507BHEP

Ipc: E04C 3/293 20060101ALI20100507BHEP

Ipc: E04B 5/48 20060101ALI20100507BHEP

17Q First examination report despatched

Effective date: 20110128

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 5/23 20060101ALI20110503BHEP

Ipc: E04B 5/48 20060101ALI20110503BHEP

Ipc: E04B 5/32 20060101AFI20110503BHEP

Ipc: E04B 5/29 20060101ALI20110503BHEP

Ipc: E04C 3/293 20060101ALI20110503BHEP

Ipc: E04B 1/41 20060101ALI20110503BHEP

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602006025209

Country of ref document: DE

Effective date: 20111215

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20111019

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20111019

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 529581

Country of ref document: AT

Kind code of ref document: T

Effective date: 20111019

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: E006355

Country of ref document: EE

Effective date: 20120119

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120219

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120220

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120120

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120119

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

26N No opposition filed

Effective date: 20120720

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602006025209

Country of ref document: DE

Effective date: 20120720

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120531

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120531

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120531

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120130

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120502

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111019

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120502

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20060502

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: EE

Payment date: 20150519

Year of fee payment: 10

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: EE

Ref legal event code: MM4A

Ref document number: E006355

Country of ref document: EE

Effective date: 20160531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160531

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20161128

Year of fee payment: 11

Ref country code: DE

Payment date: 20161129

Year of fee payment: 11

Ref country code: FR

Payment date: 20161130

Year of fee payment: 11

Ref country code: DK

Payment date: 20161128

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20161128

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602006025209

Country of ref document: DE

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

Ref country code: DK

Ref legal event code: EBP

Effective date: 20170531

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20170502

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170503

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20180131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170502

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170531

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20171201

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170531