EP2888419B1 - Ensemble de support et construction érigée au moyen dudit ensemble de support - Google Patents

Ensemble de support et construction érigée au moyen dudit ensemble de support Download PDF

Info

Publication number
EP2888419B1
EP2888419B1 EP13756399.5A EP13756399A EP2888419B1 EP 2888419 B1 EP2888419 B1 EP 2888419B1 EP 13756399 A EP13756399 A EP 13756399A EP 2888419 B1 EP2888419 B1 EP 2888419B1
Authority
EP
European Patent Office
Prior art keywords
segment
head
beam assembly
plate
longitudinal direction
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.)
Active
Application number
EP13756399.5A
Other languages
German (de)
English (en)
Other versions
EP2888419A1 (fr
Inventor
Wladimir Trubnikow
Enrico Basalla
Michael Kandels
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.)
Areva GmbH
Original Assignee
Areva GmbH
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 Areva GmbH filed Critical Areva GmbH
Publication of EP2888419A1 publication Critical patent/EP2888419A1/fr
Application granted granted Critical
Publication of EP2888419B1 publication Critical patent/EP2888419B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B1/36—Bearings or like supports allowing movement
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2442—Connections with built-in weakness points
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04C2003/026—Braces
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal

Definitions

  • the invention relates to a carrier arrangement with a substantially rectilinear carrier arranged between two bearings, which extends along a longitudinal direction and is composed of at least three longitudinally successive segments connected to one another via two top plate joints, namely a middle segment and two outer segments, wherein Bearings are hampered by the displacement in the longitudinal direction.
  • the invention further relates to a constructed with such a carrier assembly construction, in particular a steel structure.
  • Steel girders often can not be made in one piece in the length required for the intended use and transported to the jobsite. Rather, prefabricated segments of lesser length are connected to each other on site at the construction site. This is often done via so-called head or face plate joints, in which the front side of the actual support profiles molded or attached head plates are bolted together. As a rule, such head plates are aligned perpendicular to the longitudinal direction of the carrier.
  • thermal constraining forces have been taken into account in the past mainly by implementing an axial displaceability of the connection (restraint-free storage) using floating bearings or floating support bearings.
  • This type of connection lacks sufficient axial rigidity for external dynamic stresses to distribute the loads homogeneously in the system. As a result, these constructions are economically unsatisfactory.
  • JP 952 94008 U discloses a carrier assembly according to the preamble of claim 1.
  • the invention has for its object to provide an alternative support arrangement, which allows a controlled reduction of thermal constraining forces while maintaining the load-bearing function and with a uniform distribution of external forces within the structure.
  • the rule of the design will be that the segments of the carrier lie in a line / flight at normal ambient temperature, and that the middle segment shifts sideways when there is a significant increase in temperature. But it can also be based on a system design, which responds in a corresponding manner to temperature drops and thus to contractions of the segments, and in a sense the shifted state is the ground state. If the connecting bolts or connecting bolts are in the ground state approximately in the middle of the slots and the middle segment is pushed out accordingly a little out of alignment, there is - depending on the nature of the temperature change - freedom of movement in both directions.
  • the pitch axes of the two center-segment top plates are preferably aligned parallel to each other, and the two center-segment top plates preferably have an equal tilt angle to a normal plane in the longitudinal direction.
  • This angle of inclination is preferably in the range between 30 ° and 60 ° and is preferably 45 °.
  • the effective in the lateral displacement of the middle segment as a guide rails for the connecting screws or connecting bolts of each headstock impact slots are of course arranged and aligned in such a way in the corresponding top plate that this displacement is given.
  • the slots are aligned perpendicular to the pitch axis of the respective center segment top plate.
  • the recesses in the middle segment head plates of a top plate joint are designed as oblong holes and in the outer segment top plates as round holes. But it can also be the other way around.
  • the connecting bolts or connecting bolts are expediently guided through both recesses, ie through both head plates of the top plate joint, and secured laterally from outside through the edges of the recesses, and by screw heads resting on the top plates and / or nuts.
  • the connecting bolts can also be formed or joined (for example welded) on at least one of the two head plates of a top plate joint, inserted through the land holes in the other top plate and secured from the outside by a nut.
  • the elongated holes are closed over the entire circumference, that is surrounded on all sides by the top plate, and not open to the outer border out.
  • the lateral displacement of the central segment is limited, and the central segment can not fall laterally out of the carrier.
  • the maximum lateral displacement of the middle segment is in a structurally realizable area. This ensures that the stability and load-bearing capacity of the carrier is not lowered below a critical value.
  • the two head plates of a headstock joint are expediently clamped or clamped against each other during the mounting of the carrier by releasable frictional connection elements.
  • connecting bolts are used, in particular in the form of bolts or threaded bolts and / or in the form of cap screws or similar, suitable for forming a screw elements with substantially cylindrical shaft, in the usual way by means of associated nuts - possibly in combination with washers - Or alternatively secured by means of dowel pin or the like and thereby loaded on train.
  • the two head plates are braced against each other, for example by appropriately tightening the screws or nuts that the lateral displacement of the central segment is maintained under the influence of temperature (partial bias).
  • the carrier is a steel carrier whose individual segments are produced, for example, as rolled profiles with end plates molded or attached, in particular welded head plates.
  • the carrier or at least some of its components can also be made of other materials, in particular of modern composite materials (composite materials) or the like.
  • the individual carrier segments can in turn be segmented in a conventional manner, that is to say composed of originally separate subsegments - for example with head plate joints oriented perpendicular to the longitudinal direction.
  • the combination of the first to third segments or the combination of the third to fifth segments can be regarded as a single segment, such a configuration is covered by the wording of the claims.
  • the top plates preferably have flat contact surfaces, which allow a tilt-stable and torsionally rigid support and connection with their respective connection partner, and which form in the lateral displacement of the central segment of the wearer sliding surfaces.
  • the contact surfaces may also have a step, which is aligned along the direction of displacement, so that a guide rail for the lateral displacement is realized.
  • the head plates may, in particular in the case of solid beams or with closed box profiles have laterally beyond the support profiles flanges to facilitate the attachment of the fasteners and access to them during installation and maintenance. Alternatively, with closed and / or solid profiles, corresponding access openings can also be made in the material.
  • the support arrangement described is expediently part of a steel construction or a structure, in particular a steel platform or a supporting framework, for example in a nuclear facility or in any other industrial plant.
  • the inventive concept is suitable for new construction of steel structures and also for the upgrading of existing steel structures.
  • the geometry of the structure is virtually unaffected, and extensive prefabrication of the support connection in the workshop is possible.
  • the total length of the carrier 2 in the longitudinal direction 8 is denoted by L.
  • the two bearings 4, 6 are hindered from displacement in the longitudinal direction 8, for example by an adjacent construction or anchoring. In particular, it may be fixed storage. In other constructions, the carrier 2 could also be arranged horizontally or obliquely.
  • the carrier 2 is constructed of three originally separate, prefabricated in a workshop and assembled at the site of construction and interconnected segments 10, 12, 14, namely a middle segment 10, an upper outer segment 12 and a lower outer segment 14.
  • Each of the three segments 10th , 12, 14 has a carrier element 16 formed, for example, from a symmetrical double T-profile.
  • the profile of the carrier 2 is substantially constant over the entire extension length.
  • the three segments 10, 12, 14 may also have different and / or varying profiles in the longitudinal direction.
  • the middle segment 10 is provided at each end with a flat mid-segment top plate 18 welded to the support member 16.
  • the two outer segments 12, 14 have in appropriate presentation, in each case on its middle segment 10 towards the end facing an outer segment head plate 20, so that in the final assembly state, two head plate joints 22 are formed.
  • the outwardly directed contact surfaces of the connection partners involved are flat over the entire lateral extent.
  • the top plate joints 22 are designed with a specific inclination.
  • the two middle segment head plates 18 are inclined in opposite directions to a respective imaginary tilt axis 24 relative to the horizontal arranged / tilted. Both inclination axes 24 parallel to each other and perpendicular to the longitudinal direction 8, here in FIG. 1 perpendicular to the image plane and through the symmetry axis of the carrier profile.
  • Each of the two mid-segment head plates 18 occupies an inclination angle ⁇ of 45 ° with respect to the horizontal (and thus also with respect to the vertical), or more generally expressed in relation to a normal plane in the longitudinal direction 8. Due to the opposing inclination, the two middle segment head plates 18 in the sectional view according to FIG. 1 to make a lying V, if extended to the left accordingly.
  • the outer segment top plates 20 are inclined in a complementary, complementary manner.
  • the support elements 16 of the three segments 10, 12, 14 are cut correspondingly inclined at the end-side connections (similar to mitred corner joints), and the top plates 18, 20 are welded to the front edges of the support members 16.
  • the middle segment 10 therefore has in FIG. 1 the outline of an isosceles, symmetrical trapezoid.
  • top plates 18, 20 as shown in FIG. 2 and FIG. 3 provided with suitably positioned recesses 26 and holes provided through the threaded bolt 28, preferably with two opposing threaded portions in the two end regions, inserted through and secured from both sides by screwing, the recesses laterally overlapping and resting on the top plates nuts 30 are secured.
  • cap screws is possible, which are each tightened by a single nut.
  • the recesses 26 in the respective outer segment head plate 20 as round holes 32 with slightly larger Diameter than the diameter of each inserted through threaded bolt 28 or screw shaft executed ( FIG. 2 ).
  • the recesses 26 in the respective middle segment head plate 18 are designed as elongated holes 34, the width of which is also dimensioned slightly larger than the diameter of the respective threaded bolt 28 to be inserted or screw shank, whose length, however, is significantly greater than the width ( FIG. 3 ).
  • the longitudinal direction 36 of the elongated holes 34 in the respective middle segment head plate 18 extends in the final assembly position perpendicular to the axis of inclination 24, here parallel to the image plane of FIG. 1 ,
  • the elongated holes 34 are positioned in relation to the round holes 32 such that at the in FIG. 1 illustrated configuration, in which the three segments 10, 12, 14 in the longitudinal direction 8 seen in a line / run, the threaded bolts 28 or fferenschafte tend to be positioned on the long base side of the trapezoid zugendenten end of the slots 34, in FIG. 2 so at the right end.
  • FIG. 4 The state of maximum displacement is in FIG. 4 represented ( ⁇ T >> 0).
  • the threaded bolts 28 or rovenschafte are now on the short base side of the trapezoid facing the ends of the slots 34, the remaining material webs between the slots 34 and the outer border of the middle segment head plates 18 act as end stops ( FIG. 5 ).
  • the total combined length of the three segments 10, 12, 14, measured at the symmetry axis of the beam profile, has increased from the original L1 + L2 + L3 to (L1 + ⁇ L1) + (L2 + ⁇ L2) + (L3 + ⁇ L3).
  • the difference between these two measures is in FIG. 4 denoted by f a .
  • the displacement of the middle segment 10 is reversible. You can also see the in FIG. 4 illustrated configuration as the initial state for a subsequent temperature reduction and corresponding contraction of the segments 10, 12, 14 on which then to the in FIG. 1 configuration shown leads.

Claims (13)

  1. Structure de poutre ayant une poutre (2) essentiellement rectiligne, disposée entre deux paliers (4, 6), qui s'étend le long d'une direction longitudinale (8) et se compose d'au moins trois segments (10, 12, 14) disposés l'un derrière l'autre en direction longitudinale (8) et reliés l'un avec l'autre au moyen de deux joints de semelles de tête (22), à savoir un segment central (10) et deux segments extérieurs (12, 14), dans laquelle les paliers (4, 6) sont empêchés de se déplacer en direction longitudinale (8) et dans laquelle
    • le segment central (10) comporte à chacun de ses deux bouts une semelle de tête (18) du segment central et chacun des deux segments extérieurs (12, 14) comporte à chacun de ses bouts en regard du segment central (10) une semelle de tête (20) du segment extérieur,
    • chaque semelle de tête (20) du segment extérieur est orientée de manière complémentaire à la semelle de tête (18) du segment central opposée, de façon que les deux forment ensemble un joint de semelles de tête (22),
    • le deux semelles de tête (18, 20) de chaque joint de semelles de tête (22) sont reliées l'une avec l'autre par des boulons d'assemblage (28) qui passent au travers des creux (26) dans les semelles de tête (18, 20), caractérisée en ce que
    • les creux (26) sont réalisés dans au moins une des semelles de tête (18) de chaque joint de semelles de tête (22) comme des trous oblongs (34), et
    • les deux joints de semelles de tête (22) sont inclinés en sens opposé par les trous oblongs (34) sont disposés et orientés de telle façon que lors d'une extension thermique ou d'une contraction des segments (10, 12, 14), un déplacement latéral du segment central (10) relativement aux deux segments extérieurs (12, 14) est possible.
  2. Structure de poutre selon la revendication 1, dans laquelle l'axe d'inclinaison (24) de chaque semelle de tête (18) du segment central est orienté perpendiculairement à la direction longitudinale (8).
  3. Structure de poutre selon la revendication 2, dans laquelle les axes d'inclinaison (24) des deux semelles de tête (18) du segment central sont orientés en parallèle l'un de l'autre.
  4. Structure de poutre selon la revendication 3, dans laquelle les deux semelles de tête (18) du segment central ont le même angle d'inclinaison (α) par rapport à un plan normal sur la direction longitudinale (8).
  5. Structure de poutre selon la revendication 4, dans laquelle l'angle d'inclinaison (α) se situe entre 30° et 60° et est de préférence 45".
  6. Structure de poutre selon l'une quelconque des revendications 3 à 5, dans laquelle les trous oblongs (34) sont orientés perpendiculairement à l'axe d'inclinaison (24) de chaque semelle de tête (18) du segment central.
  7. Structure de poutre selon l'une quelconque des revendications 1 à 6, dans laquelle les creux (26) dans les semelles de tête (18) du segment central sont réalisés comme des trous oblongs (34) et dans les semelles de tête (20) du segment extérieur, comme des trous ronds (32).
  8. Structure de poutre selon l'une quelconque des revendications 1 à 7, dans laquelle les trous oblongs (34) sont fermés sur toute la périphérie.
  9. Structure de poutre selon l'une quelconque des revendications 1 à 8, dans laquelle chaque boulon d'assemblage (28) est réalisé comme un boulon fileté ou comme un boulon à tête.
  10. Structure de poutre selon l'une quelconque des revendications 1 à 9, dans laquelle les deux semelles de tête (18, 20) d'un joint de semelles de tête (22) sont haubanées, dans l'état final d'assemblage, de telle façon que la déplaçabilité latérale du segment central (10) est maintenue sous l'effet de la température.
  11. Structure de poutre selon l'une quelconque des revendications 1 à 10, dans laquelle la poutre (2) est une poutre métallique.
  12. Structure de poutre selon l'une quelconque des revendications 1 à 11, dans laquelle la poutre (2) est orientée verticalement.
  13. Construction, en particulier une plateforme en acier, avec une structure de poutre selon l'une quelconque des revendications 1 à 12.
EP13756399.5A 2012-08-27 2013-08-27 Ensemble de support et construction érigée au moyen dudit ensemble de support Active EP2888419B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012215151.6A DE102012215151A1 (de) 2012-08-27 2012-08-27 Trägeranordnung sowie damit errichtete Konstruktion
PCT/EP2013/067676 WO2014033103A1 (fr) 2012-08-27 2013-08-27 Ensemble de support et construction érigée au moyen dudit ensemble de support

Publications (2)

Publication Number Publication Date
EP2888419A1 EP2888419A1 (fr) 2015-07-01
EP2888419B1 true EP2888419B1 (fr) 2016-03-09

Family

ID=49111156

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13756399.5A Active EP2888419B1 (fr) 2012-08-27 2013-08-27 Ensemble de support et construction érigée au moyen dudit ensemble de support

Country Status (7)

Country Link
US (1) US20150167299A1 (fr)
EP (1) EP2888419B1 (fr)
JP (1) JP6200956B2 (fr)
KR (1) KR102142249B1 (fr)
CN (1) CN104583502A (fr)
DE (1) DE102012215151A1 (fr)
WO (1) WO2014033103A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6262982B2 (ja) * 2013-10-11 2018-01-17 三菱重工サーマルシステムズ株式会社 熱交換器
KR101654805B1 (ko) * 2015-01-06 2016-09-06 삼성물산 주식회사 철골보 접합구조
JP6565846B2 (ja) 2016-09-16 2019-08-28 カシオ計算機株式会社 光源装置及び投影装置
CN106310934B (zh) * 2016-09-20 2022-06-21 大唐环境产业集团股份有限公司 一种脱硝高温烟道拉杆固定结构
IT201700088597A1 (it) * 2017-08-01 2019-02-01 Univ Degli Studi Di Palermo Elemento a nodo di connessione strutturale
GB201718744D0 (en) * 2017-11-13 2017-12-27 Univ College Dublin Nat Univ Ireland Dublin Structural member
US10626687B1 (en) * 2018-09-14 2020-04-21 Hawker Equipment Solutions, LLC. Wedge system to extend and elevate a pipe handler
CN110245399B (zh) * 2019-05-30 2023-04-07 北京铁科工程检测有限公司 一种异形钢结构合龙段精确配切量的确定方法

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5028516U (fr) * 1973-07-04 1975-04-01
US4041659A (en) * 1975-09-15 1977-08-16 Mcelhoe Hubert L Metal building structure
DE2547897A1 (de) * 1975-10-25 1977-05-05 Karl Welte Profiltraeger
JPS5294008U (fr) * 1976-01-09 1977-07-14
US4091594A (en) * 1976-10-04 1978-05-30 Yujiro Yamashita Structure for convecting paralled spaced vertical supports
US4658556A (en) * 1984-08-20 1987-04-21 Jenkins Floyd J Blocking system for stud buildings
US5375382A (en) * 1992-01-21 1994-12-27 Weidlinger; Paul Lateral force resisting structures and connections therefor
WO1994015041A1 (fr) * 1992-12-18 1994-07-07 Garry Randall Hart Systeme de construction precis
DE4301153C1 (de) * 1993-01-18 1994-02-10 Karl Moser Formholzbalken und Verfahren zu seiner Herstellung
AU720746B2 (en) * 1995-12-06 2000-06-08 Dalmain Frederick Untiedt Building structure
US5906080A (en) * 1997-05-15 1999-05-25 Digirolamo; Edward R. Bracket for interconnecting a building stud to primary structural components
JP3298854B2 (ja) * 1999-11-04 2002-07-08 西松建設株式会社 斜め構造材の接合方法
US6681538B1 (en) * 2002-07-22 2004-01-27 Skidmore, Owings & Merrill Llp Seismic structural device
DE10320100B4 (de) * 2003-05-05 2005-06-16 Framatome Anp Gmbh Technische Anlage mit einer Anzahl von jeweils von einer Anzahl von Trägern abgestützten Systemkomponenten und mit einer Anzahl von druckführenden Leitungen, insbesondere zur Verwendung in einer Kernkraftanlage
JP2007284912A (ja) * 2006-04-13 2007-11-01 Sumitomo Metal Ind Ltd ラーメン架構の柱・梁接合部
CN100482517C (zh) * 2006-04-29 2009-04-29 中国国际海运集装箱(集团)股份有限公司 一种连接接头及带有该连接接头的车架主梁
GB2443823B (en) * 2007-04-12 2008-11-12 Denmay Steel Devices and methods for use in construction
US7712266B2 (en) * 2007-05-22 2010-05-11 Skidmore Owings & Merrill Llp Seismic structural device
US8291678B2 (en) * 2008-04-29 2012-10-23 Hunter George William Modular construction system

Also Published As

Publication number Publication date
KR102142249B1 (ko) 2020-08-10
US20150167299A1 (en) 2015-06-18
CN104583502A (zh) 2015-04-29
KR20150048200A (ko) 2015-05-06
JP6200956B2 (ja) 2017-09-20
DE102012215151A1 (de) 2014-02-27
EP2888419A1 (fr) 2015-07-01
JP2015535316A (ja) 2015-12-10
WO2014033103A1 (fr) 2014-03-06

Similar Documents

Publication Publication Date Title
EP2888419B1 (fr) Ensemble de support et construction érigée au moyen dudit ensemble de support
DE102004044208B4 (de) Anordnung zur Stabilisierung von Stützkonstruktionen
WO2017045907A2 (fr) Tour pour éolienne constituée d'éléments préfabriqués en béton en forme de segment annulaire
EP2698488A2 (fr) Système de liasion de support
EP2847390B1 (fr) Fondation d'une machine
EP2625494A1 (fr) Module de pesée pour mesurer les forces d'appui de roues
EP1040238B1 (fr) Armature de cisaillement pour plafonds plats et profile a goujons correspondant
EP1679404A2 (fr) Structure d'appui au joint de deux parties d'un pont transportable
DE102019133999A1 (de) Anordnung zum Verbinden eines Bauwerkteils mit einem dem Bauwerkteil vorgelagerten Außenteil
EP2711270B1 (fr) Châssis pour un véhicule utilitaire en particulier agricole
DE102011102987A1 (de) Das Taktschiebeverfahren mit Stützweitenreduzierung für Strassen- und Bahnbrücken mit Plattenbalkenquerschnitt
EP2501858B1 (fr) Palier de bâtiment
DE19739446A1 (de) Querkraftlager
EP2096217B1 (fr) Liaison pour structures de poutres en bois
EP2607560B1 (fr) Élément de raccordement de dalle
DE102007003552B3 (de) Brückentragwerk mit Stahl-Beton-Verbund im Untergurtbereich
EP2799620A1 (fr) Échafaudage pour la fabrication de constructions
EP0816581A1 (fr) Elément de construction pour isolation thermique
EP1860246A2 (fr) Elément de construction pour isolation thermique
EP0232832A2 (fr) Carcasse d'une carrosserie
EP3835501B1 (fr) Arrangement pour connecter une pièce de construction avec une partie extérieure frontale
EP3569783B1 (fr) Composant destiné à l'isolation thermique
DE102021129675A1 (de) Kranbrücke
EP3514102B1 (fr) Appareil de commande de rayonnage
EP2507158B1 (fr) Rail de guidage pour appareils de commande pour rayonnages

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: 20150324

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

DAX Request for extension of the european patent (deleted)
INTG Intention to grant announced

Effective date: 20150904

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 779653

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160315

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502013002149

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: E. BLUM AND CO. AG PATENT- UND MARKENANWAELTE , CH

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20160309

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: 20160309

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: 20160610

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: 20160309

Ref country code: NO

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: 20160609

Ref country code: HR

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: 20160309

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

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: 20160309

Ref country code: RS

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: 20160309

Ref country code: SE

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: 20160309

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: 20160309

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: 20160309

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: 20160309

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

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: 20160709

Ref country code: EE

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: 20160309

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

Ref country code: SM

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: 20160309

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: 20160711

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: 20160309

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: 20160309

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: 20160309

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502013002149

Country of ref document: DE

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

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: 20160309

Ref country code: BE

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

Effective date: 20160831

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: DK

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: 20160309

26N No opposition filed

Effective date: 20161212

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

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: 20160609

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502013002149

Country of ref document: DE

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160309

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20170428

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

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: 20160309

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: IE

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

Effective date: 20160827

Ref country code: FR

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

Effective date: 20160831

Ref country code: DE

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

Effective date: 20170301

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: 20160827

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

Effective date: 20170827

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; INVALID AB INITIO

Effective date: 20130827

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

Ref country code: MK

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: 20160309

Ref country code: MT

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: 20160309

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: 20160309

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: 20170827

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: 20160309

Ref country code: AL

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: 20160309

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: FRAMATOME GMBH, DE

Free format text: FORMER OWNER: AREVA GMBH, DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 779653

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180827

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

Ref country code: AT

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

Effective date: 20180827

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

Ref country code: CH

Payment date: 20230902

Year of fee payment: 11