WO2014033103A1 - 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

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Publication number
WO2014033103A1
WO2014033103A1 PCT/EP2013/067676 EP2013067676W WO2014033103A1 WO 2014033103 A1 WO2014033103 A1 WO 2014033103A1 EP 2013067676 W EP2013067676 W EP 2013067676W WO 2014033103 A1 WO2014033103 A1 WO 2014033103A1
Authority
WO
WIPO (PCT)
Prior art keywords
segment
head plate
middle segment
longitudinal direction
assembly according
Prior art date
Application number
PCT/EP2013/067676
Other languages
German (de)
English (en)
Inventor
Wladimir Trubnikow
Enrico Basalla
Michael Kandels
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
Priority to JP2015528983A priority Critical patent/JP6200956B2/ja
Priority to CN201380044616.2A priority patent/CN104583502A/zh
Priority to EP13756399.5A priority patent/EP2888419B1/fr
Priority to KR1020157007676A priority patent/KR102142249B1/ko
Publication of WO2014033103A1 publication Critical patent/WO2014033103A1/fr
Priority to US14/633,327 priority patent/US20150167299A1/en

Links

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 carrier 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.
  • 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 middle segment has at each of its two ends a middle segment head plate and each of the two outer segments has an outer segment head plate at its end directed towards the middle segment,
  • the respective outer segment head plate is aligned in such a way that it is complementary to the middle segment head plate opposite it, that together they form a head plate impact,
  • the two head plates of each headstock joint are interconnected via connecting bolts or connecting bolts which are guided through recesses in the head plates,
  • the recesses in at least one of the top plates of each top plate joint are designed as elongated holes, and
  • Both topplates are tilted in opposite directions to a normal plane in the longitudinal direction and the slots are arranged and aligned such that upon thermal expansion or contraction the segments a lateral displacement of the central segment relative to the two outer segments, that is transverse to the longitudinal direction, is possible.
  • Screws in a slot connection required, no special components.
  • a simple combination of the above-named components achieves a reduction-reducing bearing under the effect of temperature and at the same time maintaining the load capacity for external loads.
  • the axial extent of the segments under thermal stress is compensated by lateral deflection of the structure perpendicular to the longitudinal direction.
  • the high constraining forces overcome the static friction between the top plates, which is realized by a partial prestressing of the screw connection.
  • the lateral deflection of the central segment of the carrier due to external static and / or dynamic loads is not possible for structural reasons.
  • the segments contract again, whereby a laterally directed restoring force is automatically generated, which pushes the middle segment back to the starting position.
  • 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 inclination axis of the respective middle segment head plate - and accordingly also the inclination axis of the outer segment head plate lying opposite it in the top plate joint - is perpendicular to the longitudinal direction. directed.
  • 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 elongated holes and in the outer segment head plates as round holes. But it can also be the other way around.
  • the connecting screws or connecting bolts are expediently passed through both recesses, ie through both head plates of the headstock push through / plugged and heads from the outside through the edges of the recesses laterally overlapping and resting on the top plates screws and / or secured by 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 introduced into 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.
  • FIG. 1 shows a longitudinal section through a carrier according to the invention in a first configuration at ambient temperature
  • FIG. 2 shows a section through the carrier according to FIG. 1 along with there
  • FIG. 3 shows a section through the carrier according to FIG. 1 along with there
  • FIG. 4 shows a longitudinal section through the carrier according to FIG. 1 in a second
  • FIG. 5 shows a section through the carrier according to FIG. 4 along the section marked CC there.
  • carrier 2 is designed as an elongated, straight steel beam, which is clamped in the example in vertical alignment between an upper bearing 4 and a lower bearing 6 here.
  • 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 tilt axes 24 are 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 of FIG. 1 to form 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 accordingly has in FIG. 1 the outline of an isosceles, symmetrical trapezoid.
  • a permanent connection of the head plate in the respective thrust 22 opposite each other head plates 18, 20 carried by screwing.
  • 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 rem diameter than the diameter of each inserted through threaded bolt 28 or screw shaft executed ( Figure 2).
  • the recesses 26 in the respective middle segment head plate 18 are designed as slots 34, the width of which is also dimensioned slightly larger than the diameter of the threaded bolt 28 or bolt shank to be inserted through each, but the length of which 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 in the case shown in FIG. 1, in which the three segments 10, 12, 14 lie in a line / flight as seen in the longitudinal direction 8, the threaded bolts 28 or screw threads tend to be positioned on the end of the slots 34 facing the long base side of the trapezoid, as shown in FIG. 2 at the right end.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Connection Of Plates (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne un ensemble de support pourvu d'un support (2) sensiblement rectiligne disposé entre deux appuis (4, 6). Ledit support s'étend le long d'une direction longitudinale (8) et est composé d'au moins trois segments (10, 12, 14) disposés les uns derrière les autres dans la direction longitudinale (8) et reliés les uns aux autres par deux joints de plaque de recouvrement (22), ces trois segments étant un segment central (10) et deux segments extérieurs (12, 14), et les appuis (4, 6) étant empêchés de se déplacer dans la direction longitudinale (8). L'invention vise à permettre une réduction contrôlée des forces de contrainte thermiques, tout en conservant la fonction de transfert de charge, et tout en ayant une répartition uniforme des forces dynamiques extérieures à l'intérieur de la construction. A cet effet, selon l'invention, le segment central (10) comporte à ses deux extrémités respectivement une plaque de recouvrement de segment central (18), et chacun des deux segments extérieurs (12, 14) comporte à son extrémité orientée en direction du segment central (10) une plaque de recouvrement de segment extérieur (20). La plaque de recouvrement de segment extérieur (20) respective est orientée de manière complémentaire par rapport à la plaque de recouvrement de segment central (18) qui lui est opposée, de telle manière qu'elles forment conjointement un joint de plaques de recouvrement (22). Les deux plaques de recouvrement (18, 20) de chaque joint de plaques de recouvrement (22) sont reliées ensemble par des boulons d'assemblage (28) qui sont guidés à travers des évidements (26) dans les plaques de recouvrement (18, 20). Les évidements (26) dans au moins une des plaques de recouvrement (18) de chaque joint de plaques de recouvrement (22) se présentent sous la forme de trous oblongs (34). Les deux joints de plaques de recouvrement (22) sont inclinés en sens inverse par rapport à un plan normal sur la direction longitudinale (8), et les trous oblongs (34) sont disposés et orientés de telle manière que, lors d'une dilatation ou d'une contraction thermique des segments (10, 12, 14), un déplacement latéral du segment central (10) par rapport aux deux segments extérieurs (12, 14) est possible.
PCT/EP2013/067676 2012-08-27 2013-08-27 Ensemble de support et construction érigée au moyen dudit ensemble de support WO2014033103A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP2015528983A JP6200956B2 (ja) 2012-08-27 2013-08-27 支柱アセンブリおよびそれにより組み立てられる構造
CN201380044616.2A CN104583502A (zh) 2012-08-27 2013-08-27 梁组件以及借此建立的结构
EP13756399.5A EP2888419B1 (fr) 2012-08-27 2013-08-27 Ensemble de support et construction érigée au moyen dudit ensemble de support
KR1020157007676A KR102142249B1 (ko) 2012-08-27 2013-08-27 빔 조립체 및 그 것으로 건립된 건설물
US14/633,327 US20150167299A1 (en) 2012-08-27 2015-02-27 Beam assembly and construction erected therewith

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
DE102012215151.6 2012-08-27

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US14/633,327 Continuation US20150167299A1 (en) 2012-08-27 2015-02-27 Beam assembly and construction erected therewith

Publications (1)

Publication Number Publication Date
WO2014033103A1 true WO2014033103A1 (fr) 2014-03-06

Family

ID=49111156

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2013/067676 WO2014033103A1 (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)

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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

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EP2888419B1 (fr) 2016-03-09
CN104583502A (zh) 2015-04-29
JP6200956B2 (ja) 2017-09-20
DE102012215151A1 (de) 2014-02-27
KR20150048200A (ko) 2015-05-06
EP2888419A1 (fr) 2015-07-01
US20150167299A1 (en) 2015-06-18
KR102142249B1 (ko) 2020-08-10

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