EP2888419B1 - Beam assembly and construction erected therewith - Google Patents
Beam assembly and construction erected therewith Download PDFInfo
- 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
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- EP
- European Patent Office
- Prior art keywords
- segment
- head
- beam assembly
- plate
- longitudinal direction
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Classifications
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- 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
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- 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
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- 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
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- 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
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- 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
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- 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
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- 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.
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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)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Description
Die Erfindung betrifft eine Trägeranordnung mit einem zwischen zwei Lagern angeordneten, im Wesentlichen geradlinigen Träger, der sich entlang einer Längsrichtung erstreckt und aus mindestens drei in Längsrichtung hintereinander angeordneten, über zwei Kopfplattenstöße miteinander verbundenen Segmenten zusammengesetzt ist, nämlich einem Mittelsegment und zwei Außensegmenten, wobei die Lager an der Verschiebung in Längsrichtung behindert sind. Die Erfindung betrifft weiterhin eine mit einer derartigen Trägeranordnung errichtete Konstruktion, insbesondere eine Stahlkonstruktion.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.
Stahlträger können häufig nicht in einem Stück in der für den beabsichtigten Einsatzzeck erforderlichen Länge hergestellt und zum Einsatzort transportiert werden. Vielmehr werden vorgefertigte Segmente von geringerer Länge vor Ort auf der Baustelle miteinander verbunden. Dies geschieht häufig über sogenannte Kopf- oder Stirnplattenstöße, bei denen stirnseitig an die eigentlichen Trägerprofile angeformte oder angefügte Kopfplatten miteinander verschraubt werden. In der Regel sind derartige Kopfplatten senkrecht zur Längsrichtung des Trägers ausgerichtet.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.
Stahlkonstruktionen in kerntechnischen Anlagen, aber auch in anderen Anwendungsfeldern, insbesondere hoch belastete Hauptträger, sind oft gegen hohe Zwangseinwirkungen auszulegen, die aus Temperatureinflüssen resultieren. Andererseits müssen sie so konzipiert und gelagert sein, dass alle äußeren Lasten wie Nutzlasten und induzierte Erschütterungen, z. B. aus Erdbeben, möglichst gleichmäßig abgetragen werden können. Dies steht oft in Konflikt mit dem Wunsch nach einer möglichst zwängungsfreien Lagerung zum Ausgleich thermischer Ausdehnungen. Im Allgemeinen ist der Abbau von Steifigkeit auch mit einem Abbau an Tragfähigkeit verbunden.Steel structures in nuclear facilities, but also in other fields of application, especially heavily loaded main beams are often interpreted against high forced impacts resulting from temperature influences. On the other hand, they must be designed and stored so that all external loads such as payloads and induced vibrations, eg. B. from earthquakes, as evenly as possible can be removed. This is often in conflict with the desire for a constrained as possible storage to compensate for thermal expansion. In general, the reduction of stiffness is also associated with a reduction in carrying capacity.
So wurden thermische Zwangskräfte in der Vergangenheit überwiegend durch Realisierung einer axialen Verschieblichkeit des Anschlusses (zwängungsfreie Lagerung) unter Verwendung von Loslagern oder schwimmenden Stützlagern berücksichtigt. Diesem Anschlusstyp fehlt bei äußeren dynamischen Beanspruchungen eine ausreichende axiale Steifigkeit, um die Lasten homogen im System zu verteilen. Dadurch sind diese Konstruktionen wirtschaftlich gesehen nicht zufriedenstellend.Thus, 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.
Der Erfindung liegt die Aufgabe zugrunde, eine alternative Trägeranordnung anzugeben, die einen kontrollierten Abbau von thermischen Zwangskräften bei gleichzeitigem Erhalt der lastabtragenden Funktion und bei einer gleichmäßigen Verteilung von äußeren Kräften innerhalb der Konstruktion erlaubt.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.
Diese Aufgabe wird erfindungsgemäß gelöst durch die Merkmale des unabhängigen Anspruchs 1.This object is achieved according to the invention by the features of independent claim 1.
Demnach ist eine Trägeranordnung der eingangs genannten Art vorgesehen, wobei
- das Mittelsegment an seinen beiden Enden jeweils eine Mittelsegment-Kopfplatte aufweist und jedes der beiden Außensegmente an seinem zum Mittelsegment hin gerichteten Ende eine Außensegment-Kopfplatte aufweist,
- die jeweilige Außensegment-Kopfplatte derart komplementär zu der ihr gegenüberliegenden Mittelsegment-Kopfplatte ausgerichtet ist, dass sie zusammen einen Kopfplattenstoß bilden,
- die beiden Kopfplatten jedes Kopfplattenstoßes über Verbindungsschrauben oder Verbindungsbolzen miteinander verbunden sind, die durch Ausnehmungen in den Kopfplatten hindurch geführt sind,
- die Ausnehmungen in zumindest einer der Kopfplatten jedes Kopfplattenstoßes als Langlöcher ausgeführt sind, und
- beide Kopfplattenstöße derart gegensinnig gegenüber einer Normalebene auf der Längsrichtung geneigt sind und die Langlöcher derart angeordnet und ausgerichtet sind, dass bei einer thermischen Ausdehnung oder Kontraktion der Segmente eine seitliche Verschiebung des Mittelsegments relativ zu den beiden Außensegmenten, sprich quer zur Längsrichtung, möglich ist.
- the middle segment has a middle segment head plate at its two ends 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 top plate is aligned in such a way that it is complementary to the middle segment top plate opposite it, that together they form a topplate impact,
- the two head plates of each headstock joint are interconnected via connecting bolts or connecting bolts passed through recesses in the head plates,
- the recesses in at least one of the head plates of each headstock impact are designed as slots, and
- both topplates are inclined in opposite directions relative to a normal plane in the longitudinal direction and the slots are arranged and aligned such that at a 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.
Das zugrunde liegende Problem wird also mit einer einfachen und wirtschaftlichen stahlbaumäßigen Konstruktion gelöst. Es sind nur Bleche, Walzprofile und Schrauben in einer Langlochverbindung erforderlich, keine besonderen Bauteile. Durch einfache Kombination der oben benannten Bauteile wird eine zwängungsverringernde Lagerung unter Temperatureinwirkung und zugleich Erhalt der Tragfähigkeit für äußere Lasten erzielt. Die axiale Ausdehnung der Segmente unter thermischer Belastung wird durch seitliches Ausweichen der Konstruktion senkrecht zur Längsrichtung kompensiert. Dabei überwinden die hohen Zwangskräfte die Haftreibung zwischen den Kopfplatten, welche durch eine Teilvorspannung der Schraubverbindung realisiert wird. Das seitliche Ausweichen des mittleren Segments des Trägers infolge von äußeren statischen und/oder dynamischen Lasten hingegen ist aus konstruktiven Gründen nicht möglich. Nach Beendigung der Temperatureinwirkung ziehen sich die Segmente wieder zusammen, wodurch automatisch eine seitlich gerichtete Rückstellkraft erzeugt wird, die das Mittelsegment wieder in die Ausgangslage zurückschiebt.The underlying problem is solved with a simple and economical steel construction. Only plates, rolled sections and screws in a slot connection are required, no special components. By simple combination of the above-named components, a reduction-reducing storage is achieved under the influence 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, however, is not possible for structural reasons. After completion of the action of temperature, the segments contract again, whereby a laterally directed restoring force is automatically generated, which pushes the middle segment back to the starting position.
Der Regelfall der Auslegung wird sein, dass die Segmente des Trägers bei normaler Umgebungstemperatur in einer Linie / Flucht liegen, und dass sich das Mittelsegment bei signifikanter Temperaturerhöhung seitwärts herausschiebt. Es kann aber auch eine Systemauslegung zugrunde gelegt werden, die in entsprechender Weise auf Temperaturabsenkungen und somit auf Kontraktionen der Segmente reagiert, und bei der gewissermaßen der verschobene Zustand der Grundzustand ist. Wenn die Verbindungsschrauben bzw. Verbindungsbolzen sich im Grundzustand etwa in der Mitte der Langlöcher befinden und das Mittelsegment dementsprechend etwas aus der Flucht herausgeschoben ist, besteht - je nach Art der Temperaturveränderung - Bewegungsfreiheit in beide Richtungen.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.
Vorteilhafterweise ist die Neigungsachse der jeweiligen Mittelsegment-Kopfplatte - und demensprechend auch die Neigungsachse der ihr im Kopfplattenstoß gegenüber liegenden Außensegment-Kopfplatte - senkrecht zur Längsrichtung ausgerichtet. Ferner sind die Neigungsachsen der beiden Mittelsegment-Kopfplatten vorzugsweise parallel zueinander ausgerichtet, und die beiden Mittelsegment-Kopfplatten besitzen vorzugsweise einen gleich großen Neigungswinkel gegenüber einer Normalebene auf der Längsrichtung. Dieser Neigungswinkel liegt bevorzugt im Bereich zwischen 30° und 60° und beträgt vorzugsweise 45°. Dadurch wird die beschriebene, selbsttätig erfolgende seitliche Verschiebung des Mittelsegments infolge thermischer Ausdehnung der Segmente in optimaler Weise unterstützt, während die Tragfähigkeit in bestmöglicher Weise erhalten bleibt. Kleinere Abweichungen von den genannten Richtungs- und Winkelangaben sind aber möglich, etwa durch eine geringfügige Verdrillung oder Torsion der Neigungsachsen oder durch leicht unterschiedliche Neigung der Kopfplattenstöße.Advantageously, the inclination axis of the respective center segment head plate - and thus also the inclination axis of the head plate joint opposite outer segment head plate - aligned perpendicular to the longitudinal direction. Further, 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 °. Thereby, the described, self-acting lateral displacement of the central segment due to thermal expansion of the segments is optimally supported, while the carrying capacity is maintained in the best possible way. Smaller deviations from the direction and angle specified above but are possible, for example by a slight twisting or torsion of the tilt axes or by slightly different inclination of the top plate joints.
Die bei der seitlichen Verschiebung des Mittelsegments gewissermaßen als Führungsschienen für die Verbindungsschrauben bzw. Verbindungsbolzen des jeweiligen Kopfplattenstoßes wirksamen Langlöcher sind selbstverständlich derart in der entsprechenden Kopfplatte angeordnet und ausgerichtet, dass diese Verschiebbarkeit gegeben ist. In zweckmäßiger Abstimmung auf die oben beschriebene Geometrie sind die Langlöcher senkrecht zu der Neigungsachse der jeweiligen Mittelsegment-Kopfplatte ausgerichtet.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. Suitably tuned to the geometry described above, the slots are aligned perpendicular to the pitch axis of the respective center segment top plate.
In einer bevorzugten Variante sind die Ausnehmungen in den Mittelsegment-Kopfplatten eines Kopfplattenstoßes als Langlöcher und in den Außensegment-Kopfplatten als Rundlöcher ausgeführt. Es kann aber auch umgekehrt sein. Die Verbindungsschrauben bzw. Verbindungsbolzen sind dabei zweckmäßigerweise durch beide Ausnehmungen, also durch beide Kopfplatten des Kopfplattenstoßes hindurch geführt / gesteckt und von außen durch die Ränder der Ausnehmungen seitlich übergreifende und auf den Kopfplatten aufliegende Schraubenköpfe und/oder durch Muttern gesichert. In einer möglichen Abwandlung können die Verbindungsbolzen aber auch an zumindest eine der beiden Kopfplatten eines Kopfplattenstoßes angeformt oder gefügt (etwa geschweißt), durch die Landlöcher in der anderen Kopfplatte hindurch gesteckt und von außen durch eine Mutter gesichert sein.In a preferred variant, 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. In one possible modification, however, 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.
Vorteilhafterweise sind die Langlöcher über den gesamten Umfang hinweg geschlossen, das heißt allseitig von der Kopfplatte umrandet, und nicht etwa zu deren äußerer Umrandung hin offen. Auf diese Weise wird der seitliche Verschiebeweg des Mittelsegments begrenzt, und das Mittelsegment kann nicht seitlich aus dem Träger herausfallen. Dabei liegt der maximale seitliche Verschiebeweg des Mittelsegments in einem konstruktiv realisierbaren Bereich. Dadurch ist sichergestellt, dass die Stabilität und Tragfähigkeit des Trägers nicht unter einen kritischen Wert hinabgesetzt wird.Advantageously, 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. In this way, 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.
Wie bereits angedeutet, werden die beiden Kopfplatten eines Kopfplattenstoßes bei der Montage des Trägers zweckmäßigerweise durch lösbare kraftschlüssige Verbindungselemente gegeneinander verspannt oder verklemmt. Hierzu werden bevorzugt Verbindungsbolzen verwendet, insbesondere in Form von Schraubbolzen bzw. Gewindebolzen und/oder in Form von Kopfschrauben oder ähnlichen, zur Ausbildung einer Schraubverbindung geeigneten Elementen mit im Wesentlichen zylindrischem Schaft, die in üblicher Weise mittels zugehöriger Muttern - ggf. in Kombination mit Unterlegscheiben - oder alternativ mittels Spannstift oder dergleichen gesichert und dabei auf Zug belastet werden. Vorteilhafterweise werden die beiden Kopfplatten derart gegeneinander verspannt, etwa durch entsprechend festes Anziehen der Schrauben oder der Muttern, dass die seitliche Verschiebbarkeit des Mittelsegments unter Temperatureinwirkung erhalten bleibt (Teilvorspannung).As already indicated, 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. For this purpose, preferably 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. Advantageously, 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).
In zweckmäßiger Ausgestaltung handelt es sich bei dem Träger um einen Stahlträger, dessen einzelne Segmente beispielsweise als Walzprofile mit stirnseitig angeformten oder angefügten, insbesondere angeschweißten Kopfplatten hergestellt sind. Alternativ können der Träger oder zumindest einzelne seiner Bestandteile auch aus anderen Werkstoffen, insbesondere aus modernen Verbundwerkstoffen (Kompositwerkstoffen) oder dergleichen hergestellt sein. Die einzelnen Trägersegmente können ihrerseits in herkömmlicher Weise segmentiert, sprich aus ursprünglich separaten Teilsegmenten zusammengesetzt sein - etwa mit senkrecht zur Längsrichtung orientierten Kopfplattenstößen. Prinzipiell ist es auch möglich, einen beispielsweise aus fünf Segmenten zusammengesetzten Träger herzustellen, bei dem das in Längsrichtung gesehen zweite und vierte Segment für eine seitliche Verschiebbarkeit in der beschriebenen Weise ausgelegt sind. Da in diesem Fall die Kombination aus dem ersten bis dritten Segment oder die Kombination aus dem dritten bis fünften Segment als ein einziges Segment angesehen werden kann, ist eine derartige Konfiguration durch den Wortlaut der Ansprüche mit erfasst.In an expedient embodiment, 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. Alternatively, 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. In principle, it is also possible, for example, a composite of five segments carrier in which the second and fourth segments seen in the longitudinal direction are designed for lateral displacement in the manner described. In this case, since 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.
Die Kopfplatten weisen vorzugsweise ebene Kontaktflächen auf, die eine kippstabile und verwindungssteife Auflage und Verbindung mit ihrem jeweiligen Verbindungspartner ermöglichen, und die bei der seitlichen Verschiebung des Mittelsegments des Trägers Gleitflächen bilden. In alternativer Ausgestaltung können die Kontaktflächen auch eine Stufung aufweisen, die die entlang der Verschieberichtung ausgerichtet ist, so dass eine Führungsschiene für die seitliche Verschiebung verwirklicht ist. Die Kopfplatten können insbesondere im Fall massiver Träger oder bei geschlossenen Kastenprofilen seitlich über die Trägerprofile hinausragende Flansche aufweisen, um die Anbringung der Verbindungselemente und den Zugang zu ihnen bei Montage und Wartung zu erleichtern. Alternativ können bei geschlossenen und/oder massiven Profilen auch entsprechende Zugriffsöffnungen in das Material eingebracht sein.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. In an alternative embodiment, 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.
Die beschriebene Trägeranordnung ist zweckmäßigerweise Bestandteil einer Stahlkonstruktion oder eines Bauwerks, insbesondere einer Stahlbühne oder eines Traggerüstes, etwa in einer kerntechnischen Anlage oder in einer sonstigen industriellen Anlage.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.
Das erfindungsgemäße Konzept ist bei Neubauten von Stahlkonstruktionen und auch für die Ertüchtigung bestehender Stahlbauten geeignet. Die Geometrie der Struktur wird hierbei praktisch nicht beeinflusst, und eine weitgehende Vorfertigung des Trägeranschlusses in der Werkstatt ist möglich.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.
Die mit der Erfindung erzielten Vorteile bestehen insbesondere darin, dass durch die segmentierte Ausführung eines Trägers, dessen einzelne Segmente durch teilvorgespannte Kopfplattenstöße mit Langloch-Schraubverbindungen und mit dezidierter Anschlussgeometrie miteinander verbunden sind, ein kontrollierter Abbau von Beanspruchungen aus thermischen Zwangseinwirkungen durch seitliches Ausweichen bei gleichzeitiger Beibehaltung der Biegetragfähigkeit für äußere Lasten in thermisch, statisch und dynamisch belasteten Konstruktionen realisierbar ist, und zwar mit einfachen, stahlbaumäßigen Konstruktionsprinzipien ohne Sonderbauteile.The advantages achieved by the invention are in particular that, by the segmented design of a carrier whose individual segments by partially prestressed top plate joints with slot screw connections and with dedicated connection geometry are connected to each other, a controlled reduction of stresses from thermal constraints by lateral evasion while maintaining the bending capacity for external loads in thermally, statically and dynamically loaded constructions is feasible, namely with simple, steel construction principles without special components.
Es ergibt sich damit
- eine biegesteife, lasttragende Verbindung in der Arbeits- bzw. Einbauposition,
- eine zusätzliche konstruktive Möglichkeit zum Abbau von Zwangsbeanspruchungen in Stahlkonstruktionen,
- eine wirtschaftlichere Auslegung als bislang aufgrund von Materialersparnis in der Gesamtkonstruktion, und
- eine Vereinigung von Ausdehnung unter thermischer Beanspruchung und zugleich Erhalt der Tragfähigkeit für äußere Lasten in einer einzigen Konstruktion.
- a rigid, load-bearing connection in the work or installation position,
- an additional constructional option for reducing forced loads in steel structures,
- a more economical design than hitherto due to material savings in the overall construction, and
- a union of expansion under thermal stress while preserving the load capacity of external loads in a single construction.
Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand von Zeichnungen näher erläutert. Dabei zeigen in jeweils vereinfachter und schematischer Darstellung:
- FIG. 1
- einen Längsschnitt durch einen erfindungsgemäßen Träger in einer ersten Konfiguration bei Umgebungstemperatur,
- FIG. 2
- einen Schnitt durch den Träger gemäß
FIG. 1 entlang der dort mit A-A bezeichneten Schnittlinie, - FIG. 3
- einen Schnitt durch den Träger gemäß
FIG. 1 entlang der dort mit B-B bezeichneten Schnittlinie, - FIG. 4
- einen Längsschnitt durch den Träger gemäß
FIG. 1 in einer zweiten Konfiguration bei erhöhter Temperatur, und - FIG. 5
- einen Schnitt durch den Träger gemäß
FIG. 4 entlang der dort mit C-C bezeichneten Schnittlinie.
- FIG. 1
- a longitudinal section through a carrier according to the invention in a first configuration at ambient temperature,
- FIG. 2
- a section through the carrier according to
FIG. 1 along the section line labeled AA there, - FIG. 3
- a section through the carrier according to
FIG. 1 along the section line labeled BB there, - FIG. 4
- a longitudinal section through the carrier according to
FIG. 1 in a second configuration at elevated temperature, and - FIG. 5
- a section through the carrier according to
FIG. 4 along the section line labeled CC.
Gleiche Teile sind in allen Figuren mit denselben Bezugszeichen versehen.Identical parts are provided with the same reference numerals in all figures.
Der in
Der Träger 2 ist aus drei ursprünglich separaten, in einer Werkstatt vorgefertigten und am Ort der Errichtung zusammengesetzten und miteinander verbundenen Segmenten 10, 12, 14 aufgebaut, nämlich einem Mittelsegment 10, einem oberen Außensegment 12 und einem unteren Außensegment 14. Jedes der drei Segmente 10, 12, 14 weist ein beispielsweise aus einem symmetrischen Doppel-T-Profil gebildetes Trägerelement 16 auf. Das Profil des Trägers 2 ist im Wesentlichen über die gesamte Erstreckungslänge konstant. Natürlich können auch andere Profile verwendet werden. Gegebenenfalls können die drei Segmente 10, 12, 14 auch unterschiedliche und/oder in Längsrichtung variierende Profile aufweisen.The
Zur Bewerkstelligung der Anschlüsse / Verbindungen ist das Mittelsegment 10 an beiden Enden mit jeweils einer flachen Mittelsegment-Kopfplatte 18 versehen, die an das Trägerelement 16 angeschweißt ist. Die beiden Außensegmente 12, 14 weisen in entsprechender Aufmachung jeweils an ihrem zum Mittelsegment 10 hin gerichteten Ende eine Außensegment-Kopfplatte 20 auf, so dass im Montageendzustand zwei Kopfplattenstöße 22 ausgebildet sind. In jedem der beiden Kopfplattenstöße 22 liegen die nach außen gerichteten Kontaktflächen der beteiligten Verbindungspartner über die gesamte laterale Ausdehnung hinweg flach aufeinander.To accomplish the connections, the
Um bei Beibehaltung einer hohen Biegetragfähigkeit eine möglichst zwängungsfreie Lagerung des Trägers 2 zwischen den beiden Lagern 4, 6 zu ermöglichen, sind die Kopfplattenstöße 22 mit einer spezifischen Neigung ausgeführt. Konkret sind die beiden Mittelsegment-Kopfplatten 18 in gegensinniger Weise um eine jeweilige gedachte Neigungsachse 24 gegenüber der Horizontalen geneigt / gekippt angeordnet. Beide Neigungsachsen 24 verlaufen parallel zueinander und senkrecht zur Längsrichtung 8, hier in
Eine dauerhafte Verbindung der im jeweiligen Kopfplattenstoß 22 einander gegenüber liegenden Kopfplatten 18, 20 erfolgt durch Verschraubung. Dazu sind die Kopfplatten 18, 20 gemäß der Darstellung in
Konkret sind im vorliegenden Ausführungsbeispiel die Ausnehmungen 26 in der jeweiligen Außensegment-Kopfplatte 20 als Rundlöcher 32 mit geringfügig größerem Durchmesser als der Durchmesser des jeweils hindurch zu steckenden Gewindebolzens 28 oder Schraubenschafts ausgeführt (
Die Längsrichtung 36 der Langlöcher 34 in der jeweiligen Mittelsegment-Kopfplatte 18 verläuft in der Montageendposition senkrecht zu deren Neigungsachse 24, hier parallel zur Bildebene von
Die beschriebene Konstruktion hat zur Folge, dass bei einer Temperaturerhöhung (ΔT>0) durch das damit einhergehende Ausdehnungsbestreben der drei Segmente 10, 12, 14 in Längsrichtung 8 und durch die feste Einspannung der beiden Außensegmente 12, 14 zwischen den beiden Lagern 4, 6 das Mittelsegment 10 eine resultierende Kraft quer zur Längsrichtung 8, zur langen Basisseite des Trapezes hin - hier also nach rechts - erfährt.The construction described has the consequence that at a temperature increase (.DELTA.T> 0) by the concomitant expansion efforts of the three
Bei entsprechend eingestellter Vorspannung der Schraubverbindungen führt dies dazu, dass bei Überschreiten einer zur Überwindung der Haftreibung zwischen den Kopflatten 18, 20 der beiden Kopfplattenstöße 22 erforderlichen Mindest-Temperaturdifferenz ΔT gegenüber dem
Je höher die Temperaturdifferenz ΔT ist, desto größer ist die seitliche Verschiebung des Mittelsegments. Der Verschiebeweg wird begrenzt durch die endliche Längsausdehnung der an beiden Enden verschlossenen Langlöcher 34.The higher the temperature difference ΔT, the greater the lateral displacement of the middle segment. The displacement is limited by the finite longitudinal extent of the sealed at both ends slots 34th
Der Zustand maximaler Verschiebung ist in
Erst bei noch weiterer Temperaturerhöhung würde eine nennenswerte Zwängung des Trägers 2 auftreten, die zu einer entsprechenden Quetschung oder Biegeverformung des Trägers 2 oder zum Nachgeben der Lager 4, 6 oder zum Abscheren der Gewindebolzen 28 oder Schraubenschafte führten könnte.Only at a further increase in temperature, a significant restraining of the
Die Verschiebung des Mittelsegments 10 ist reversibel. Man kann auch die in
- 22
- Trägercarrier
- 44
- oberes Lagerupper bearing
- 66
- unteres Lagerlower camp
- 88th
- Längsrichtung (des Trägers 2)Longitudinal direction (of the carrier 2)
- 1010
- Mittelsegmentmiddle segment
- 1212
- oberes AußensegmentUpper outer segment
- 1414
- unteres Außensegmentlower outer segment
- 1616
- Trägerelementsupport element
- 1818
- Mittelsegment-KopfplatteMiddle segment headstock
- 2020
- Außensegment-KopfplatteOuter segment headstock
- 2222
- KopfplattenstoßHeadstock shock
- 2424
- Neigungsachsetilt axis
- 2626
- Ausnehmungrecess
- 2828
- Gewindebolzenthreaded bolt
- 3030
- Muttermother
- 3232
- Rundlochround hole
- 3434
- LanglochLong hole
- 3636
- Längsrichtung (der Langlöcher 34)Longitudinal direction (the slots 34)
- αα
- Neigungswinkeltilt angle
Claims (13)
- A beam assembly comprising a substantially straight beam (2), which is arranged between two bearings (4, 6) and extends in a longitudinal direction (8) and is composed of at least three segments (10, 12, 14), which are arranged one behind the other in the longitudinal direction (8) and which are connected to each other by means of two head-plate joints (22), namely a middle segment (10) and two outer segments (12, 14), wherein the bearings (4, 6) are prevented from moving in the longitudinal direction (8) and wherein• the middle segment (10) has a middle-segment head plate (18) at each of its two ends and each of the two outer segments (12, 14) has an outer-segment head plate (20) at its end facing towards the middle segment (10),• each outer-segment head plate (20) is oriented complementarily to the middle-segment head plate (18) which is opposite to it, in such a way that together, they form a head-plate joint (22),• the two head plates (18, 20) of each head-plate joint (22) are connected to each other by means of connecting bolts (28), which are inserted through openings (26) in the head plates (18, 20),characterized in that• the openings (26) in at least one of the head plates (18) of each head-plate joint (22) are designed as elongated holes (34), and• both head-plate joints (22) are inclined in opposite directions with respect to a plane normal to the longitudinal direction (8) in such a way, and the elongated holes (34) are arranged and oriented in such a way, that a lateral displacement of the middle segment (10) in relation to the two outer segments (12, 14) is possible in the event of a thermal expansion or contraction of the segments (10, 12, 14).
- The beam assembly of claim 1, wherein the axis of inclination (24) of each middle-segment head plate (18) is oriented vertically to the longitudinal direction (8).
- The beam assembly of claim 2, wherein the axes of inclination (24) of the two middle-segment head plates (18) are oriented in parallel to each other.
- The beam assembly of claim 3, wherein the two middle-segment head plates (18) have an identical angle of inclination (α) against a normal plane in the longitudinal direction (8).
- The beam assembly of claim 4, wherein the angle of inclination (α) lies in the range between 30° and 60° and is preferably 45°.
- The beam assembly of any of claims 3 to 5, wherein the elongated holes (34) are oriented vertically to the axis of inclination (24) of each middle-segment head plate (18).
- The beam assembly of any of claims 1 to 6, wherein the openings (26) in the middle-segment head plates (18) are designed as elongated holes (34) and in the outer-segment head plates (20), as round holes (32).
- The beam assembly of any of claims 1 to 7, wherein the elongated holes (34) are closed over the entire circumference.
- The beam assembly of any of claims 1 to 8, wherein each connecting bolt (28) is designed as a threaded bolt or as a cap screw.
- The beam assembly of any of claims 1 to 9, wherein the two head plates (18, 20) of a head-plate joint (22) are braced against each other in the final assembly state in such a manner that the lateral displaceability of the middle segment (10) is maintained under the influence of temperature.
- The beam assembly of any of claims 1 to 10, wherein the beam (2) is a steel beam.
- The beam assembly of any of claims 1 to 11, wherein the beam (2) is oriented vertically.
- A structure, in particular a steel platform, having a beam assembly of any of claims 1 to 12.
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DE102012215151.6A DE102012215151A1 (en) | 2012-08-27 | 2012-08-27 | Carrier assembly and thus constructed construction |
PCT/EP2013/067676 WO2014033103A1 (en) | 2012-08-27 | 2013-08-27 | Beam assembly and construction erected therewith |
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EP2888419B1 true EP2888419B1 (en) | 2016-03-09 |
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US (1) | US20150167299A1 (en) |
EP (1) | EP2888419B1 (en) |
JP (1) | JP6200956B2 (en) |
KR (1) | KR102142249B1 (en) |
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JP6262982B2 (en) * | 2013-10-11 | 2018-01-17 | 三菱重工サーマルシステムズ株式会社 | Heat exchanger |
KR101654805B1 (en) * | 2015-01-06 | 2016-09-06 | 삼성물산 주식회사 | Joint structure of steel beam |
JP6565846B2 (en) | 2016-09-16 | 2019-08-28 | カシオ計算機株式会社 | Light source device and projection device |
CN106310934B (en) * | 2016-09-20 | 2022-06-21 | 大唐环境产业集团股份有限公司 | Denitration high temperature flue pull rod fixed knot constructs |
IT201700088597A1 (en) * | 2017-08-01 | 2019-02-01 | Univ Degli Studi Di Palermo | Node element for structural connection |
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 (en) * | 2019-05-30 | 2023-04-07 | 北京铁科工程检测有限公司 | Method for determining accurate matching and accurate amount of closing section of special-shaped steel structure |
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JPS5028516U (en) * | 1973-07-04 | 1975-04-01 | ||
US4041659A (en) * | 1975-09-15 | 1977-08-16 | Mcelhoe Hubert L | Metal building structure |
DE2547897A1 (en) * | 1975-10-25 | 1977-05-05 | Karl Welte | Extruded hollow girder with reinforcement insert - has steel strips in slots inside beam in regions of high tensile stress |
JPS5294008U (en) * | 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 (en) * | 1992-12-18 | 1994-07-07 | Garry Randall Hart | Precision structural system |
DE4301153C1 (en) * | 1993-01-18 | 1994-02-10 | Karl Moser | Extruded beam of bonded wood particles - contains one-piece core with greater resistance to bending and tension loads inside lengthwise passage |
MY132693A (en) * | 1995-12-06 | 2007-10-31 | Frederick Untiedt Dalmain | Building structure |
US5906080A (en) * | 1997-05-15 | 1999-05-25 | Digirolamo; Edward R. | Bracket for interconnecting a building stud to primary structural components |
JP3298854B2 (en) * | 1999-11-04 | 2002-07-08 | 西松建設株式会社 | Joining method for oblique structural materials |
US6681538B1 (en) * | 2002-07-22 | 2004-01-27 | Skidmore, Owings & Merrill Llp | Seismic structural device |
DE10320100B4 (en) * | 2003-05-05 | 2005-06-16 | Framatome Anp Gmbh | Technical installation with a number of system components each supported by a number of carriers and with a number of pressure-carrying lines, in particular for use in a nuclear power plant |
JP2007284912A (en) * | 2006-04-13 | 2007-11-01 | Sumitomo Metal Ind Ltd | Pole/beam joint of rahmen frame |
CN100482517C (en) * | 2006-04-29 | 2009-04-29 | 中国国际海运集装箱(集团)股份有限公司 | Connecting joint and vehicle frame main beam having the same |
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 |
-
2012
- 2012-08-27 DE DE102012215151.6A patent/DE102012215151A1/en not_active Withdrawn
-
2013
- 2013-08-27 JP JP2015528983A patent/JP6200956B2/en active Active
- 2013-08-27 EP EP13756399.5A patent/EP2888419B1/en active Active
- 2013-08-27 CN CN201380044616.2A patent/CN104583502A/en active Pending
- 2013-08-27 WO PCT/EP2013/067676 patent/WO2014033103A1/en active Application Filing
- 2013-08-27 KR KR1020157007676A patent/KR102142249B1/en active IP Right Grant
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2015
- 2015-02-27 US US14/633,327 patent/US20150167299A1/en not_active Abandoned
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DE102012215151A1 (en) | 2014-02-27 |
KR102142249B1 (en) | 2020-08-10 |
CN104583502A (en) | 2015-04-29 |
WO2014033103A1 (en) | 2014-03-06 |
US20150167299A1 (en) | 2015-06-18 |
KR20150048200A (en) | 2015-05-06 |
EP2888419A1 (en) | 2015-07-01 |
JP2015535316A (en) | 2015-12-10 |
JP6200956B2 (en) | 2017-09-20 |
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