EP2725155B1 - Système pour connecter un premier et un second composants pour former un angle de cadre rigide - Google Patents

Système pour connecter un premier et un second composants pour former un angle de cadre rigide Download PDF

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Publication number
EP2725155B1
EP2725155B1 EP13005055.2A EP13005055A EP2725155B1 EP 2725155 B1 EP2725155 B1 EP 2725155B1 EP 13005055 A EP13005055 A EP 13005055A EP 2725155 B1 EP2725155 B1 EP 2725155B1
Authority
EP
European Patent Office
Prior art keywords
connecting plates
rotation
friction
connection
component
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
EP13005055.2A
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German (de)
English (en)
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EP2725155A1 (fr
Inventor
Norbert Rüther
Bohumil Kasal
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Fraunhofer Gesellschaft zur Forderung der Angewandten Forschung eV
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Fraunhofer Gesellschaft zur Forderung der Angewandten Forschung eV
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Publication of EP2725155A1 publication Critical patent/EP2725155A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • 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
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/45—Flexibly connected rigid members

Definitions

  • the invention relates to a system for connecting a first component and a second component to form a rigid frame corner.
  • the system is intended in particular for use on or in buildings, in particular buildings that are located in seismic areas.
  • the DD 290 464 A5 relates to a mechanical damping element for vibrations that occur in earthquake-prone areas between a foundation and an object located thereon.
  • a base plate is provided, on which arranged at the corner points of the object steel balls can move horizontally, which are surrounded in the directions of movement of resilient material.
  • the steel balls are free of the elastic-plastic material.
  • the DE 34 02 449 C2 relates to a device for vibration damping tower-like structures with a suspended on a Krag hypo the building for carrying out spatial oscillations pendulum with a pendulum rod, the lower end pierces loose in an upwardly open cavity of a friction weight.
  • the friction weight is composed of a plurality of unconnected stacked disc-shaped friction plates whose outer diameter increases from the upper to the lower plate.
  • the bottom plate is slidably mounted on a floor, the cavity is formed by concentric holes in the friction plates, wherein the hole diameter becomes progressively larger from the upper to the lower friction plate.
  • the DE 43 05 132 C1 relates to a friction damper for securing structures against dynamic effects with at least two superimposed, touching curved contact surfaces friction discs which are in alternating sequence with a first or second of two Reibungsdämpferan somebodyn in combination.
  • a biasing means for the superimposed friction discs is provided.
  • the DE 10 2007 051 285 A1 relates to a mounting bracket having a first and a second mounting leg, which are interconnected via a deformation element, so that the first mounting leg is displaceable to the second mounting leg under deformation of the deformation element.
  • the EP 1 170 429 A1 relates to a reinforcing holder against vibration with a base part formed by twisting and bending both end parts of a plate in one direction. Attachment pieces are thereby formed on the reinforcement holder. Absorbent parts, which have a rubber elasticity, are provided, over which the base part is fixed to structural components.
  • the EP 1 164 225 A1 relates to a metal fitting against vibration with an L-shaped base part which is formed by bending a plate and formed with bent and projecting parts which are bent in at intermediate portions of both parts inwardly.
  • a reinforcing member is formed by bending a plate and placed in contact with a bent part of the L-shaped base part.
  • Absorbent parts made of a rubber material are arranged at different locations of the L-shaped base part.
  • the DE 10 2010 001 144 A1 relates to a mechanical connection component with a sensor layer arranged on a surface, which is designed to change a readable property independently of a force acting on the mechanical connection component.
  • a wireless interface is provided, which is designed to enable wireless acquisition of the information in dependence on the electrically readable property, the information describing a mechanical loading of the connection component.
  • the US 1,787,164 A describes a connection part for rafters on a roof frame with similar parts which are connected to each other via a hinge. At each similar part of a mounting sheet is fastened via a bolt in through holes. Surrounding the bore, a slot is arranged in the part, which is formed corresponding to holes in the blade part. The holes are positioned in the end areas of the slots.
  • the US 2008/0289267 A1 relates to a structure for earthquake-adapted construction of structures having the features of the preamble of claim 1.
  • Two plates are interconnected by a bolt arrangement extending through the connection plates.
  • the bolt assembly provides resistance to shear forces and forms an axis of rotation.
  • External holes in the form of oblong holes and holes are arranged in a circle around the bore and dimensioned such that a rotation about a defined angle of rotation about the axis of rotation is possible.
  • the object of the present invention is to provide a system with which it is possible to provide a high level of safety and effectiveness for structures with simple installation.
  • the system according to the invention for connecting a first component and a second component for forming a rigid frame corner with a first connection plate arranged on the first component and a second connection plate arranged on the second component provides that in each case a first bore is formed in the connection plates a bolt element is introduced for forming a defined axis of rotation, that in the connecting plates further, correspondingly arranged recesses are formed, in which at least one screw is arranged, which clamps the connecting plates against each other and that the further recesses and the at least one screw are dimensioned, that a rotation about the axis of rotation about a defined angle of rotation is possible, wherein the course of the friction coefficient is stepped over the angle of rotation.
  • Structural components in buildings such as posts and bars are often made of wood or metal.
  • Wood has an extremely high load-bearing capacity in relation to its mass, so that support structures with a low dead weight are possible. This low weight is particularly advantageous if the building is made to vibrate during earthquakes by suggestions from the ground. If the construction of buildings is then provided with a very high rigidity and the building still has a large mass, very high stresses occur, which often leads to a failure of the construction with a low dissipation potential of the materials to lead. Due to the low plastic deformability, the potential for dissipation in wood constructions lies less in the wood itself than in the nodes, ie in the connections of the individual components.
  • connecting plates are formed on the individual components, preferably designed as steel plates and arranged at the ends of the respective components and that in these connecting plates to ensure exact positioning of the components to each other and sufficient transferability of static loads each have a first bore is formed, in which a matching bolt element is inserted.
  • the bolt element serves for the secure and exact positioning of the connecting plates relative to one another and at the same time serves as an axis of rotation about which the components can pivot.
  • connection plates further or second, correspondingly arranged recesses are arranged, for example, cutouts, punched or the like, which in the mounted state, ie in the state in which the two connection plates abut each other, at least partially overlap each other, so that through both recesses or more Recesses through at least one screw can be arranged, via which the two connection plates can be braced against each other.
  • These second or further recesses are dimensioned such that a rotation around the axis of rotation, which is defined by the bolt element in the first holes, by a defined angle of rotation is possible.
  • connection principle of the system is thus initially based on a rotatable coupling of two components and their definition to each other initially by friction, which is generated by the prestressed, preferably high-strength screws between the two connecting plates, which are preferably made of steel.
  • the power and torque transmission of the predominantly static loads is thus initially on the friction between the two connecting plates, with a linear-elastic deformation is present at a power or torque increase.
  • the energy dissipation takes place within the components and the connecting plates, a displacement of the connecting plates to each other does not yet take place.
  • the inner diameter of the first holes and the outer diameter of the bolt element correspond to each other, a transition fit, a fit with a small clearance or a snug fit of the bolt element within the first recesses is desirable.
  • the dimensions of the bolt element and the first holes are to be chosen so that an assembly of the components on site, ie on the construction site, and a fundamental rotatability about the axis of rotation formed by the bolt element is possible.
  • a small game which depends on the dimensions of the holes and the bolt element, be present, a relevant lateral displacement in the plane of the connecting plates should not be possible.
  • the game can be up to 1 mm for large bolt and bore diameters.
  • the first bore as well as the bolt element are round.
  • the inner diameter of the corresponding further recesses are larger than the outer diameter of the screws, by which the connecting plates are braced against each other to a rotation allow the connecting plates relative to each other when the static friction is exceeded. It is not necessary that the inner diameter of the two further or second recesses is greater than the outer diameter of the screws, but can also be formed in a connecting plate, a further recess in the inner diameter corresponding to or matching the outer diameter of the screw, while only the corresponding recess larger in the second connection plate.
  • one or both further recesses have a slot design and, for example, a curved shape which corresponds to the intended rotation path of the two components relative to one another. This makes it possible to ensure a kind of guidance of the rotation of both components by the clamping screws.
  • the maximum angle of rotation of the two components relative to one another is defined until the material deformation occurs due to the direct contact of the edges of the recesses with the screws. This defines the range and path of sliding friction between the connecting plates for energy dissipation.
  • the connecting plates can be roughened on the surfaces facing each other or provided with regular unevenness, so that in the mounted state, a defined coefficient of friction between the two superimposed surfaces is realized.
  • the aim is that the contact surfaces of the connecting plates have a permanently defined coefficient of friction, so over the life of the building a safe construction and a stable structure can be realized.
  • the clamping screws are preferably tightened with such a high torque that the static friction between the connecting plates is sufficiently large to reduce the static and dynamic forces during normal use of a building catch. Only at extremely high loads, such as storms or earthquakes, the static friction forces are exceeded.
  • the material strength of the screws and the bolt elements against shear forces is greater than the applied static friction, so that it is possible to provide a safety margin in the connection of the two components after the phase of sliding friction.
  • a development of the invention provides that a sensor device is provided for monitoring the pressure load between the connection plates, so that the pressure on the contact surfaces of the connection plates can be permanently controlled and that over the useful life of the connection sufficient and defined static friction between the connection plates is present ,
  • the sensor devices may be formed as disks, for example as washers between the connection plates or under the screws. Furthermore, it is possible that a transmission element of the sensor device or the discs may be assigned, with which it is possible to measure without expensive equipment, the pressure force between the connection plates and retighten the screws only in the case of falling below a limit.
  • the transmission device can be wireless, for example via a radio element or an RFID transmission or via a cable or another signal conductor.
  • a transponder can be arranged in the sensor device, so that during and after the screwing of the connection plates on the one hand it is possible to achieve a well-defined bias and, moreover, in the course of using the connection system to be able to control whether the bias is still present.
  • Identifiers can be assigned to the individual disks or sensor devices, so that it can be exactly determined which screw connection has which torque and which static friction on which Position is realized between the connection plates.
  • a first component 1 is shown from a wooden beam 11 with a connection plate 12 embedded therein.
  • the wooden beam 11 and the connecting plate 12 may be screwed together, the connecting plate 12 is preferably made of a steel or other high-strength material, which is connectable to the beam 11.
  • To connect the connecting plate 12 with the wooden beam 11 is in the wooden beam 11 is preferably incorporated a slot into which the connecting plate 12 is inserted, via conventional dowels, optionally in conjunction with adhesives or other fasteners, the connecting plate 12 is firmly and permanently connected to the beam 11.
  • a corresponding fastening takes place on a second component 2, which likewise has a wooden beam 21 with a second connecting plate 22 fastened therein or thereto.
  • connection plates 12, 22 can be used as posts and bars, such as metal, plastic, concrete or the like.
  • An attachment of the connecting plates 12, 22 to the respective carriers 11, 21 takes place in accordance with the materials and the appropriate connection technology.
  • the first bore 13 has a diameter which is smaller than the diameter of the circular recesses 14.
  • a corresponding first bore 23 and correspondingly arranged second or further recesses 24 are arranged.
  • connection plate 22 is designed to be larger than the first connection plate 12, which protrudes beyond the longitudinal extension of the first carrier 11 at the end face.
  • FIG. 3 the two components 1, 2 are shown in the assembled state.
  • the two first holes 13, 23 are aligned with each other.
  • a bolt element 3 is passed, the outer diameter of which corresponds to the inner diameter of the bores 13, 23 substantially, wherein the dimensions are chosen so that a mountability, twistability and simultaneous exact positioning of the connecting plates is given to each other.
  • a defined rotation axis for the two connecting plates 12, 22 and thus also for the two components 1, 2 relative to one another is formed around the bolt element 3.
  • a sensor device 5 is arranged for determining the pressure force, so that it can be permanently monitored, with which force the two connecting plates 12, 22 are braced against each other.
  • the contacting surfaces of the connecting plates 11, 12 are provided with a surface having a defined coefficient of friction. This can be achieved by a special coating or shaping of the surface, for example, by a surface treatment by forming or separating, for example by cutting processes.
  • the surfaces of the connecting plates 12, 22 may be with regular bumps be equipped to provide a defined coefficient of friction can.
  • the surface shape is such that with increasing angle of rotation about the axis of rotation, which coincides with the central axis of the bolt element 3, the friction coefficient increases, so that at low loads, a rotation of the two components 1, 2 to each other after exceeding a limit load , to which the static friction holds the two components 1, 2 in position, allows, at a magnifying load beyond the limit value, the moment of resistance increases and only upon reaching the maximum deflection on the Gleitreibungs Scheme a material deformation in the screws 4 and the bolt element 3 occurs.
  • the sensor elements 5 are formed in the illustrated embodiment as washers under the screw head and the nut of the clamping screws 4 and can be equipped with a transponder or other transmission device, so that wireless monitoring of the applied pressure force at the respective screw is possible, in principle it is possible to arrange the discs between the connecting plates 12, 22. If, over time, the compressive force ceases or is reduced due to jarring or seating, the tensioning screw 4 can be further biased to maintain the desired pressure of the contact surfaces of the connection plates 12, 22 against each other permanently and in a defined manner.
  • the first holes 13, 23 define the axis of rotation and the position the components 1, 2 to each other, the further recesses 14, 24 allow a displacement about the axis of rotation and a clamping of the connecting plates 12, 22 to each other via clamping screws 4, so that a secure connection of the component 1, 2 can be achieved under normal load, However, in earthquakes, a displacement is made possible relative to each other about the axis of rotation without the connection collapsing.
  • connection plate 12 of the first component 1 has, in addition to the bore 13, two round recesses 14 with an enlarged diameter relative to the bore 13, the second connection plate 22 has a first bore 23 with a diameter identical to the diameter of the first bore 13 first connecting plate 12, the two further recesses 24 are formed as slots, wherein the central recess 24 has a smaller length than the left recess 24.
  • FIG. 5b are the holes 13, 23 and recesses 14, 24 mirror-inverted to the arrangement according to FIG. 5a formed so that the corresponding holes 13, 23 are arranged at the left end of the row of recesses 14.
  • the bore 13 is arranged centrally between symmetrically arranged recesses 14, 24, the recesses 14 of the first connecting plate 12 are designed as circular holes, the recesses 24 of the second connecting plate as slots of the same length.
  • FIG. 5d corresponds to the FIG. 5c wherein the recesses 24 of the second connecting plate 22 are formed as circular recesses whose size corresponds to those of the first connecting plate 13.
  • FIGS. 6a to 6d the different displacement possibilities of the components 1, 2 are shown, wherein the configuration of the connecting plates 12, 22 which the Figures 5 with the same numbering.
  • FIG. 6a It can be seen that starting from the basic position, in which the carriers 11, 21 of the components 1, 2 are perpendicular to each other, can be pivoted relatively far upwards, since the left recess 24 as a slot a correspondingly large displacement of the second component 2 after allows up. In the FIG. 6b the possibility of displacement is given in a different direction.
  • FIG. 6d is due to the symmetrical configuration of the circular recesses 14, 24 and the central arrangement of the bores 13, 23 also a symmetrical displacement about the starting position possible, but in comparison to FIG. 6c to a lesser extent.
  • FIG. 7 a diagram is shown showing the transmittable moment about the rotation.
  • a first phase I the connection of the two components 1, 2 is linear-elastic stiff until the static friction is exceeded.
  • phase II a pronounced area of sliding friction occurs, which is nearly linear.
  • the breaking point of the screws 4 is dimensioned so that it is below the strength of the carrier material, the breaking strength of the bolt elements 3 may be greater than that of the screws 4, so that after the breakage of the screws 4 further deformation of the building and the frame corner possible is to be able to make another energy dissipation without loss of structural integrity.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Connection Of Plates (AREA)
  • Vibration Dampers (AREA)
  • Pivots And Pivotal Connections (AREA)

Claims (8)

  1. Système pour relier un premier composant (1) supportant une charge avec un second composant (2) supportant une charge pour la réalisation d'un coin de cadre rigide en flexion, comprenant une première plaque de liaison (12) agencée sur le premier composant (1) et une seconde plaque de liaison (22) agencée sur le second composant (2), dans lequel
    a) dans les plaques de liaison (12, 22) est réalisé respectivement un premier perçage dans lequel est introduit un élément de goujon (3) pour la réalisation d'un axe de rotation défini,
    b) dans les plaques de liaison (12, 22) sont réalisés d'autres évidements (14, 24) agencés en correspondance les uns des autres, dans lesquels est agencée au moins une vis (4) qui serre les plaques de liaison (12, 22) l'une contre l'autre, et
    c) dans les évidements (14, 24) agencés en correspondance, le diamètre intérieur de l'autre évidement est plus grand que le diamètre extérieur des vis (4), ou les autres évidements (14, 24) sont réalisés sous forme de trous oblongs, de sorte qu'une rotation sur un angle de rotation défini autour de l'axe de rotation est possible,
    caractérisé en ce que
    d) l'évolution du coefficient de friction en fonction de l'angle de rotation est en gradins.
  2. Système selon la revendication 1, caractérisé en ce que la configuration de surface des plaques de liaison est ainsi faite que le coefficient de friction augmente avec l'augmentation de l'angle de rotation autour de l'axe de rotation qui coïncide avec l'axe médian de l'élément de goujon (3).
  3. Système selon l'une des revendications précédentes, caractérisé en ce que les plaques de liaison (12, 22) présentent un coefficient de friction défini sur les surfaces tournées l'une vers l'autre dans la situation montée.
  4. Système selon la revendication 3, caractérisé en ce que les plaques de liaison (12, 22) sont rendues rugueuses ou dotées de défauts de planéité réguliers sur les surfaces tournées l'une vers l'autre dans la situation montée.
  5. Système selon l'une des revendications précédentes, caractérisé en ce qu'il est prévu un dispositif capteur (5) pour la surveillance des forces de pression entre les plaques de liaison (12, 22).
  6. Système selon la revendication 5, caractérisé en ce que le dispositif capteur (5) est réalisé avec un moyen de transmission sans fil.
  7. Système selon l'une des revendications précédentes, caractérisé en ce que plusieurs plaques de liaison (12, 22) sont agencées en alternance les unes derrière les autres en direction axiale de l'élément de goujon (3).
  8. Système selon l'une des revendications précédentes, caractérisé en ce que les plaques de liaison (12, 22) ont une forme différente d'un plan.
EP13005055.2A 2012-10-24 2013-10-23 Système pour connecter un premier et un second composants pour former un angle de cadre rigide Active EP2725155B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012020851.0A DE102012020851A1 (de) 2012-10-24 2012-10-24 System zum Verbinden einer ersten Komponente und einer zweiten Komponente zur Ausbildung eines biegesteifen Rahmenecks

Publications (2)

Publication Number Publication Date
EP2725155A1 EP2725155A1 (fr) 2014-04-30
EP2725155B1 true EP2725155B1 (fr) 2016-06-08

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Application Number Title Priority Date Filing Date
EP13005055.2A Active EP2725155B1 (fr) 2012-10-24 2013-10-23 Système pour connecter un premier et un second composants pour former un angle de cadre rigide

Country Status (5)

Country Link
US (1) US20140112707A1 (fr)
EP (1) EP2725155B1 (fr)
JP (1) JP2014084714A (fr)
CY (1) CY1118122T1 (fr)
DE (1) DE102012020851A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITUB20159414A1 (it) * 2015-12-16 2017-06-16 Giovanni Bulferetti Giunto di collegamento antisismico perfezionato
DE102016109432B4 (de) * 2016-05-23 2023-08-31 Minebea Intec GmbH Verfahren zur Kompensation von Langzeitdriften und Kriecherscheinungen an Bolzensensoren in erdbebengefährdeten Gebieten
CN108825695A (zh) * 2018-07-23 2018-11-16 佛山科学技术学院 一种三维组合隔震弹簧支座
DE102021208777A1 (de) 2021-08-11 2023-02-16 Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung eingetragener Verein Unterlegscheibe sowie Schraubverbindungssystem
CN113958037A (zh) * 2021-08-26 2022-01-21 北京工业大学 一种钢框架-钢板剪力墙受力协调型墙梁连接节点

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1787167A (en) * 1927-12-07 1930-12-30 Frederick L Purdy Connecting means for rafters
DE3402449C2 (de) 1984-01-25 1986-04-03 Friedrich Maurer Söhne GmbH & Co KG, 8000 München Vorrichtung zur Schwingungsdämpfung an turmartigen Bauwerken wie Schornsteinen, Sendemasten od. dgl.
JPH0732653Y2 (ja) * 1989-03-10 1995-07-31 株式会社竹中工務店 抵抗付与装置
DD290464A5 (de) 1989-12-20 1991-05-29 Veb Transformatoren- Und Roentgenwerk "Hermann Matern",De Mechanisches daempfungselement
JPH0568073U (ja) * 1992-02-20 1993-09-10 日東工業株式会社 導体接続装置
DE4305132C1 (de) 1993-02-19 1994-04-21 Uwe E Dr Dorka Reibungsdämpfer zur Sicherung von Tragwerken gegen dynamische Einwirkungen
JPH11241523A (ja) * 1998-02-23 1999-09-07 Electric Power Dev Co Ltd 構造物
EP1164225A4 (fr) 2000-01-25 2003-01-02 Nippon Eisei Ct Co Ltd Raccord metallique de renforcement parasismique
CA2365613A1 (fr) 2000-01-25 2001-08-02 Nippon Eisei Center Co., Ltd. Piece metallique de renfort parasismique
JP4665295B2 (ja) * 2000-07-10 2011-04-06 清水建設株式会社 制震壁
DE10153207B4 (de) * 2001-10-27 2007-01-25 Bohrenkämper, Gustav Vorrichtung zum Verbinden zweier Holzbalken
JP4066232B2 (ja) * 2002-03-04 2008-03-26 鹿島建設株式会社 構造物の制震方法
US6681538B1 (en) * 2002-07-22 2004-01-27 Skidmore, Owings & Merrill Llp Seismic structural device
JP2006183324A (ja) * 2004-12-27 2006-07-13 Ohbayashi Corp 制振構造
DE102005060375A1 (de) * 2005-12-16 2007-06-21 Steelpat Gmbh & Co. Kg Gleitpendellager
US7712266B2 (en) * 2007-05-22 2010-05-11 Skidmore Owings & Merrill Llp Seismic structural device
DE102007051285A1 (de) 2007-10-26 2009-04-30 Fischerwerke Gmbh & Co. Kg Befestigungswinkel
DE102010001144A1 (de) * 2010-01-22 2011-07-28 Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung e.V., 80686 Mechanisches Verbindungsbauteil und Verfahren zur drahtlosen Erfassung einer mechanischen Belastung

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP2725155A1 (fr) 2014-04-30
DE102012020851A1 (de) 2014-04-24
US20140112707A1 (en) 2014-04-24
JP2014084714A (ja) 2014-05-12
CY1118122T1 (el) 2017-06-28

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