EP2501858A1 - Bauwerklager - Google Patents
BauwerklagerInfo
- Publication number
- EP2501858A1 EP2501858A1 EP10773580A EP10773580A EP2501858A1 EP 2501858 A1 EP2501858 A1 EP 2501858A1 EP 10773580 A EP10773580 A EP 10773580A EP 10773580 A EP10773580 A EP 10773580A EP 2501858 A1 EP2501858 A1 EP 2501858A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bearing
- bauwerklager
- guide
- wedge
- adjusting
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/048—Bearings being adjustable once installed; Bearings used in incremental launching
Definitions
- the invention relates to a structural bearing for receiving horizontal forces in the form of a retaining bearing or a guide bearing, with an upper and a lower connecting element for connecting the Bauwerklagers to a building structure, with at least one, arranged between the upper and lower connecting element bearing element and at least one guide element or at least one retaining element, wherein the bearing element is movable relative to the guide element or the retaining element.
- Bridge bearings in the design of a fixed bearing or a guide bearing take on the task of horizontal forces, for example, caused by wind loads or braking forces to record. Guide bearings also allow movements in predetermined directions. In combination with other, for example, universally movable bearings, fixed or guide bearings are used very frequently.
- Known embodiments are described in the European standard DIN EN 1337-1. Commonly used types are fixed and one-sided guided (transversal or longitudinally fixed) cup plain bearings, spherical plain bearings, deformation bearings with detention or deformation sliding bearings and horizontal force bearing.
- a game between the surface of the detention and the centrally or marginally arranged guide rail and the mating surface, ie the surface of the guide in centric guide, or the surface of the bearing body is provided.
- this game should be very small and is limited to 2 mm in DIN EN 1337-1, unless other requirements apply. If the game is reduced and goes to zero, there is a risk that the coefficient of friction of the guide increases very sharply, for example, caused by unfavorable temperature conditions, and / or the detention or the leadership of the camp jammed. As a result, the components of the bridge, which must forward the resulting unwanted horizontal forces, may be overloaded and damaged.
- the problem of the guide play is reinforced by the use of sliding materials.
- Sliding materials as prescribed for example in DIN EN 1337-2, serve to control and reduce the friction coefficient.
- the materials have a wear and their thickness decreases during operation. This consequently increases the game.
- the bearing clearance limited or otherwise provided for in DIN EN 1337-1 always only applies to the delivery and installation condition and does not take the wear into account.
- a replacement of the sliding materials is provided according to DIN EN 1337-1 only when the game is already very large. This can be up to 8 mm for guides with the sliding material polytetrafluoroethylene.
- this game is rather minor, it may affect the traffic directly driven transition structure, which must be built so that it is either able to absorb the horizontal forces until the leadership of the camp has overcome the game and or must be built so that their horizontal play is equal to or greater than that of the guide bearing.
- a transitional construction is installed, which is able to absorb the resulting movement through the game.
- the clearance can cause the rail to be loaded unscheduled because it has to absorb the horizontal forces until the bearing overcomes the clearance has and attacks. This leads to unscheduled, elastic and plastic deformation of the rail.
- This object of the invention is achieved by the abovementioned structural bearing, wherein at least one adjusting element for adjusting a bearing clearance is arranged, in particular the at least one retaining element or the at least one guide element has an adjusting element for adjusting the bearing clearance. Due to the arrangement of an adjusting element or the formation of the retaining element or the guide element as adjusting or at least as part of the adjustment or with the adjustment of the advantage is achieved that the bearing clearance can be minimized or a Bauwerklager can be provided, which is free of play is set, as an exact adjustment of the warehouse is possible directly on the site and thus factory made settings of the building warehouse can be readjusted accordingly.
- the adjusting element has at least one wedge surface, so that a total of a double wedge-shaped execution of the entire adjustment, that is, that the adjusting element has at least two components, each with a wedge surface, which abut each other. It is thus achieved the advantage that the adjustment can be made continuously and thus accurate readjustment or Einjust réelle the backlash is reached.
- the design "double wedge" is structurally very simple, whereby a robust adjustment is achieved over a long period of operation of the building warehouse, which is particularly advantageous in terms of seasonal and atmospheric influences on the building warehouse.
- one of the two wedge surfaces is preferably formed by a surface of the holding element or the guide element, which can be drawn to a separate, second wedge element and thus the structure can be simplified, although a structure with two adjoining wedge surfaces of the wedge elements in the context of Invention is possible.
- this wedge element can be replaced if necessary, for example, in premature wear of the surface of the wedge element or which, where appropriate, larger adjustment can be realized.
- a surface pointing in the direction of the at least one retaining element or the at least one guide element and / or a surface of the wedge element pointing in the direction of the bearing element to have a sliding element or a sliding layer or at least one surface of the adjusting element a sliding element or a sliding layer.
- a surface of the holding element or of the guide element pointing in the direction of the bearing element has a sliding element or a sliding layer, in order likewise to allow adjustability or adjustability with a lower expenditure of force.
- the sliding element or the sliding layer is formed by a modified polyethylene, since it has been found in the course of testing the invention that this plastic is particularly well suited for the construction of a compressive stress.
- the wedge element can be designed to be self-locking, that is to say that its inclination, and thus also the inclination of the adjoining counter wedge surface, is lower than the coefficient of friction occurring under load. This improves the safety of the warehouse by making it easier to prevent the wedge from being pushed out of the warehouse when horizontal forces occur.
- the wedge element is arranged to extend between two holding elements in order to achieve a further improvement of the position assurance of the wedge element and thus to further improve the safety of the building warehouse.
- the wedge element is connected to the retaining element or the guide element via a spindle element.
- this improves the position assurance of the wedge element, on the other hand can be realized on the spindle element at the same time the setting of the building warehouse.
- this spindle element has a self-locking thread in order to better avoid unintentional adjustment of the building warehouse can.
- Fig. 1 is an oblique view of an embodiment of a building warehouse according to the invention
- Fig. 2 is a partial section along the line II - II through the building warehouse of FIG. 1 in
- Fig. 3 shows a detail of the building warehouse of Fig. 1 in the region of the adjusting element in
- Fig. 5 shows a further embodiment of the adjusting element in plan view.
- FIG. 1 to 3 show a first embodiment of a building warehouse 1 in different views.
- This Bauwerklager 1 is designed in the form of a so-called Kalottengleitlagers.
- the structural bearing 1 can also be designed as a cup sliding bearing, deformation bearing with detention or deformation sliding bearing with horizontal force bearing etc.
- these types of structural bearings are known, for example from DIN EN 1337-1, so that in order to avoid repetition of details of these embodiments of building warehouses, which are not essential to the invention, is not referenced, but the skilled in the relevant literature ,
- FIGS. 1 to 3 is designed as a so-called guide bearing, within the scope of the invention, there is also the possibility that such bearings are designed as a detention bearing, as these also in the DIN EN 1337-1 are described in more detail.
- the Bauwerklager 1 serves to receive horizontal forces, as stated above.
- the structural bearing 1 is a bridge bearing and in particular a bridge bearing for railways in the form of a so-called fixed carriageway.
- this does not mean that the building warehouse 1 is not suitable for other structures, for example, this building warehouse 1 can of course also be used in road bridges, etc.
- the structural bearing 1 comprises an upper connecting element 2 and a lower connecting element 3.
- These two metallic, in particular steel, connecting elements 2, 3 are designed in the form of so-called anchor plates, each having a plurality of bolt-shaped anchor elements 4 at least approximately perpendicular over the Surfaces of the connecting elements 2, 3 protrude, and the connection of the building warehouse 1 to the building serve themselves, wherein the lower connecting element 3, for example, with the support structure of a bridge, so with a pillar, and the upper connecting element 2 may be connected to the bridge itself.
- the anchor elements 4 may be embedded in the respective parts of the structure.
- the anchor elements 4 preferably have a cross-sectional widening for the formation of head bolts in their protruding from the connecting elements 2, 3 end to achieve a higher pull-out strength of the respective concrete element.
- these anchor elements can be welded or screwed to the connecting element 2, 3, that is to say to the plate element of the connecting element 2, 3.
- a bearing element 5 is arranged, which is dome-shaped in cross-section in this embodiment, but can also take other forms, depending on the embodiment of the building warehouse 1, as stated above.
- This bearing element 5 is received in a recess 6 of a lower bearing part 7, which in turn is arranged on the lower connecting element 3.
- a so-called sliding plate 8 is arranged, between which sliding plate 8 and the bearing element 5, that is resting on this, a so-called sliding plate 9 is arranged, so that a relative movement between the bearing gerelement 5 and the sliding plate 8 and consequently the stored structure, so the bridge to allow.
- an adjusting element 10 is arranged for adjusting the bearing clearance, as shown in detail in Fig. 3, wherein Fig. 3 shows that section of the building warehouse 1 which is marked in Fig. 2 with a circle.
- Fig. 3 shows that section of the building warehouse 1 which is marked in Fig. 2 with a circle.
- the play between the surface of the retaining arrangement or the centrally or externally arranged guide and the mating surface, ie the surface of the guide groove in the case of a centric guide or the surface of the bearing element 5 or of the bearing body understood.
- Bauwerklager 1 is designed as a guide bearing, this has at least one guide bar 11 which is connected to the slide plate 8 or the upper connecting element 2 and via a horizontal guide during the relative movement of the structural bearing parts to each other.
- this guide bar 11 or generally the guide element is arranged on one side only marginally in the building warehouse 1.
- two such guide elements or guide rails 1 1 may be formed on opposite edges of the building warehouse 1 and there is also the possibility that a guide is provided centrally, so that this guide bar is arranged approximately centrally extending in the longitudinal direction of the building warehouse and in a Guiding groove of the bearing element engages.
- the guide bar 1 1 is locked on locking tabs 12 with respect to their position, with these locking tabs 12 are supported by screws 13 with nuts 14 for detecting the screws 13 on a tab 15.
- the adjusting element 10 is designed as a double wedge device, in which case the guide bar 1 1 forms part of the adjusting element 10.
- the adjusting element 10 has a wedge-shaped element, ie a wedge element, with an inclined surface 16 which is disposed between the guide rail 1 1 and the bearing element 5, wherein the surface 16 of a corresponding surface 17 of the guide rail 11 faces and wherein Surface 17 of the guide rail 11 is also inclined, but the inclination runs in the opposite direction to the adjusting element 10, so that therefore two wedge surfaces are formed by the surfaces 16, 17 which can slide on each other.
- the bearing play can be adjusted or readjusted in a direction perpendicular to the adjustment direction of the wedge element by relative adjustment of the wedge element with respect to the guide rail 11 by the associated relative displacement of the bearing base 7, preferably in the context of Invention is possible to set this bearing clearance to a value of at least approximately zero or a predefinable value.
- the wedge element extends in the longitudinal direction between two holding elements 18, 19, which may be plate-shaped, for example, and it is further preferably at least one adjusting element 20 on the front side of these holding elements 18, 19 , 21 arranged, for example in the form of screws that are secured by lock nuts 22, 23.
- At least one of the surfaces 16, 17 can be provided with a sliding element or a sliding layer, preferably both surfaces.
- sliding materials such as polytetrafluoroethylene, etc.
- bonded coatings for example based on polyamide, but preferably a modified polyethylene is used as the sliding material. It is a UHMWPE (Ultra High Molecular Weight Polyethylene).
- the adjusting element 10, in particular the wedge element is designed to be self-locking. This means that the value of an angle of inclination 24 is less than the coefficient of friction occurring when the structural bearing 1 is loaded. This also ensures that the adjusting elements 20, 21 are not burdened by occurring horizontal forces, so that they can be tightened during operation, even during the occurrence of horizontal forces.
- Fig. 4 shows another embodiment of the adjusting element 10 of the building warehouse 1.
- the adjusting element 10 is in turn formed by the wedge element and the guide rail 11, wherein both the guide rail 11 and the wedge element each have a wedge surface and these two wedge surfaces relative to each other adjustable are slidably disposed on each other.
- the wedge element and the guide strip 11 are connected to one another via a spindle element 25, so that by turning the spindle delides 25, the relative position of the wedge element is changed to the guide rail 11 and thus the bearing clearance can be adjusted.
- the spindle element 25 extends through a bore of the wedge element and a bore of the guide strip 11 aligned therewith.
- the spindle element 25 is secured with nuts 26.
- the relative position of the spindle element 25 to the wedge element and the guide rail 11 changes during adjustment , Is provided in the simplest case, that the bore through which the spindle member 25 projects, is made larger, so that the spindle member 25 can move within certain limits in this bore.
- the spindle member 25 is rotatably supported on the one hand in the wedge element and on the other hand in the guide rail 11, for example, with the arrangement of cylindrical elements through which the spindle element protrudes.
- the spindle member 25 from the above reasons, a pitch of the thread, which is self-locking.
- the additional arrangement of a wedge element is dispensed with.
- the adjusting element 10 is formed by the guide rail 11, which in turn has the inclined surface 17 and is in this embodiment, a second inclined surface 27 formed by the lower bearing part 7 itself, on which the inclined surface 17 of the guide rail 11 can slide.
- the guide strip 11 is held by the holding elements 18, 19, in which in turn the adjusting elements 20 are arranged.
- the adjusting element 10 allows the bearing clearance, that is to reduce the guide clearance after assembly of the structural bearing 1 to a desired level to a value of zero or, in the case of suitable sliding material to build a compressive prestress. Should In the course of operation, the game wear due to increase, it can be reduced at any time by tightening the screws.
- a material that is particularly suitable for building up a compressive stress is modified polyethylene.
- the adjusting element 10 can be used in fixed spherical bearings and in all guided bearing types of structural bearings 1.
- the adjusting element 10 in particular the wedge element, with a Verstellellantrieb, in particular an electric motor, is connected. It is advantageous if the adjustment drive is connected to a transmitter for measuring the size of the bearing clearance.
- the embodiments show possible embodiments of the building warehouse 1, wherein it should be noted at this point that the invention is not limited to the specifically illustrated embodiments thereof.
- FIGS. 1, 2, 3; 4; 5 embodiments form the subject of independent solutions according to the invention.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Bridges Or Land Bridges (AREA)
- Bearings For Parts Moving Linearly (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0168609A AT509074B1 (de) | 2009-10-23 | 2009-10-23 | Bauwerklager |
PCT/EP2010/006497 WO2011047881A1 (de) | 2009-10-23 | 2010-10-25 | Bauwerklager |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2501858A1 true EP2501858A1 (de) | 2012-09-26 |
EP2501858B1 EP2501858B1 (de) | 2018-03-28 |
Family
ID=43485654
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10773580.5A Not-in-force EP2501858B1 (de) | 2009-10-23 | 2010-10-25 | Bauwerklager |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2501858B1 (de) |
AT (1) | AT509074B1 (de) |
RU (1) | RU2558553C2 (de) |
WO (1) | WO2011047881A1 (de) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102015221864A1 (de) * | 2015-11-06 | 2017-05-11 | Maurer Söhne Engineering GmbH & Co. KG | Bauwerkslager |
DE102019115124A1 (de) * | 2019-06-05 | 2020-12-10 | Mageba S.A. | Bauwerk |
CN110939027A (zh) * | 2019-12-18 | 2020-03-31 | 中铁二院工程集团有限责任公司 | 一种磁浮轨道梁*** |
DE102020212830B4 (de) | 2020-10-12 | 2022-08-18 | Sms Group Gmbh | Einstellsystem zum Einstellen des Führungsspiels einer Gleitführung für bewegbare Teile einer Presse sowie Verfahren zum Einstellen der Position wenigstens eines Gleitblocks einer Gleitführung an einer Presse |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU1214818A1 (ru) * | 1984-08-20 | 1986-02-28 | Государственный Институт По Проектированию Инженерных Сооружений И Промышленных Предприятий Путевого Хозяйства И Геологических Изысканий | Опорна часть моста |
CN1128901C (zh) * | 2001-09-28 | 2003-11-26 | 上海磁悬浮交通发展有限公司 | 横向调节支座 |
ITMI20071434A1 (it) * | 2007-07-17 | 2009-01-18 | Cvi Engineering S R L | Cuscinetto a strisciamento per l'ingegneria strutturale e materiali per lo stesso |
-
2009
- 2009-10-23 AT AT0168609A patent/AT509074B1/de not_active IP Right Cessation
-
2010
- 2010-10-25 RU RU2012121145/03A patent/RU2558553C2/ru not_active IP Right Cessation
- 2010-10-25 WO PCT/EP2010/006497 patent/WO2011047881A1/de active Application Filing
- 2010-10-25 EP EP10773580.5A patent/EP2501858B1/de not_active Not-in-force
Non-Patent Citations (1)
Title |
---|
See references of WO2011047881A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2011047881A1 (de) | 2011-04-28 |
AT509074B1 (de) | 2011-06-15 |
EP2501858B1 (de) | 2018-03-28 |
RU2558553C2 (ru) | 2015-08-10 |
RU2012121145A (ru) | 2013-11-27 |
AT509074A4 (de) | 2011-06-15 |
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