CA2909698C - Structural sliding bearing and dimensioning method - Google Patents
Structural sliding bearing and dimensioning method Download PDFInfo
- Publication number
- CA2909698C CA2909698C CA2909698A CA2909698A CA2909698C CA 2909698 C CA2909698 C CA 2909698C CA 2909698 A CA2909698 A CA 2909698A CA 2909698 A CA2909698 A CA 2909698A CA 2909698 C CA2909698 C CA 2909698C
- Authority
- CA
- Canada
- Prior art keywords
- sliding
- structural
- contact surface
- friction coefficient
- bearing
- 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
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
- E01D19/042—Mechanical bearings
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- 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
- E01D19/042—Mechanical bearings
- E01D19/046—Spherical bearings
-
- 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
- E01D19/042—Mechanical bearings
- E01D19/047—Pot bearings
-
- 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
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16C—SHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
- F16C33/00—Parts of bearings; Special methods for making bearings or parts thereof
- F16C33/02—Parts of sliding-contact bearings
- F16C33/04—Brasses; Bushes; Linings
- F16C33/20—Sliding surface consisting mainly of plastics
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Sliding-Contact Bearings (AREA)
- Bridges Or Land Bridges (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Vibration Prevention Devices (AREA)
- Ink Jet (AREA)
- Support Of The Bearing (AREA)
Abstract
Description
The invention relates to a structural sliding bearing having at least one first bearing part to which at least one sliding element is attached and a second bearing part displaceable arranged relative thereto and which in combination with a contact surface of the sliding element forms a sliding surface that allows sliding movements between the two bearing parts. The invention further relates to a method for dimensioning a structural sliding bearing.
Structural sliding bearings are a special design of a structural bearing.
Structural bearings, also called bearings in the building industry, generally are for the defined support of any structures such as bridges, girders, buildings, towers, or parts thereof, if possible without constraints. That is, they allow relative movements between two components of the concerned structure. In accordance with the European rule EN 1337 various designs and operations are known. Depending on the design and operation the structural bearings have a different construction and a different number of degrees of freedom.
Structural sliding bearings, in the following briefly also referred to as sliding bearings, have at least one first bearing part to which at least one sliding element is attached and a second bearing part that is arranged displaceable relative thereto. The second bearing part in combination with the contact surface of the sliding element of the first bearing part forms a sliding surface allowing sliding movements between the two bearing parts.
Typically, the sliding element is made of a sliding material. As the sliding material various plastics having low friction such as for example PTFE, UHMWPE, or polyamide are used. Also, composite materials such as CM1 and CM2 given in EN 1337-2 are employed.
Date Recue/Received Date 2020-04-16
are achieved in the whole sliding surface the surface of the second bearing part typically has a special surface coating, such as for example a hard-chrome plating, if it directly interacts with the sliding element. However, the second bearing part may also indirectly interact with the sliding element in that it additionally has a mating sliding element. This may be a so-called sliding plate, e.g. made of an austenitic steel sheet, that has been applied to the second bearing part and that in its turn has a defined surface quality.
EN 1337 contains regulations how to realize the sliding element, the optional mating sliding element as well as the associated mounting elements and bearing parts. There is aimed a sliding resistance as low as possible upon a relative displacement or twisting of the structure or parts of the structure separated by the sliding bearing. However, for dimensioning the sliding bearing as well as the structure generally an upper dimensioning value of the coefficient of friction is used to be on the safe side. Here, the sliding resistance is defined via the coefficient of friction. The coefficient of friction is the quotient from the force required for the movement toward the sliding movement and the force acting in a right angle to the sliding surface.
In addition to the movable support of structures sliding bearings for some time are also used to separate structures or parts thereof from further surrounding structures and/or from the ground. The aim of such a separation may be for example to prevent structural damages due to earthquakes. A
particular design of such a sliding bearing for separation is the so-called sliding isolation pendulum bearing. In this, at least one sliding surface is curved. The curvature of the sliding surface results in that at horizontal deviation re-centering forces are generated. Regulations for such bearings are given for example in the European rule EN 15129.
Date Re9ue/Received Date 2020-04-16
A decisive parameter for the friction between two moving objects is, as mentioned, the friction coefficient. According to the current state of the art, the friction coefficient is substantially controlled by the choice of the sliding and mating material, the type of lubrication of the sliding surface as well as the contact pressure.
It is a problem with the prior art sliding bearings that depending on the desired purpose and minimum or maximum friction desired or required therefor the sliding bearing has to be individually designed for the respective purpose. Against the background of the partially reverse design objectives it is not easy to dimension and adapt the bearings. So, for example there have already been attempts with sliding isolation pendulum bearings in which a first lubricated sliding material was used in a first sliding surface and an unlubricated second sliding material in a second sliding surface. The first sliding material is to ensure the movement of the bearing parts during normal usage if possible without constraints, that is, to generate a low Date Re9ue/Received Date 2020-04-16
However, coordination of the sliding properties and the use of different sliding materials is not trivial. On the one hand, EN 1337-2 only provides guidelines for the use of PTFE that has to be lubricated in certain manner. If one wants to use another sliding material or modify the lubrication special tests for suitability have to be performed that are very complex and expensive. Also, the use of different sliding materials, lubrications, surface qualities etc. in the manufacture is extremely complex.
Thus, it is the object of the present invention to provide a structural sliding bearing that is easily adaptable in view of its frictional properties and can be manufactured as simple and economical as possible.
The solution of said problem according to the invention is achieved with the structural sliding bearing invention wherein the structural sliding bearing has at least one first bearing part to which at least one sliding element is attached and a second bearing part that is arranged displaceable relative thereto and which in combination with a contact surface (AK) of the sliding element forms a sliding surface allowing sliding movements between the two bearing parts, characterized in that the contact surface (AK) is subdivided into several partial contact surfaces and that the shape of the contact surface (AK) of the sliding element is designed such that a desired friction coefficient (Y) is established in the sliding surface, wherein the friction coefficient (Y) in the sliding surface is adjusted as function of a form factor (S) considering the ratio of contact surface (AK) to the free circumferential surface (Am) of the sliding element .
Date Recue/Received Date 2020-04-16
That is, the structural sliding bearing according to the invention is characterized in that the shape of the contact surface of the sliding element is configured such that a desired friction coefficient is established in the sliding surface. The invention is based on the finding that the friction coefficient with the same sliding material changes with the shape of the contact surface of the sliding element and this behavior can be used to specifically adjust the friction coefficient and thus, also the friction of the structural sliding bearing. That is, the frictional behavior of the sliding bearing not as previously common is adjusted by the choice of the sliding and mating material, the way of lubricating the sliding surface as well as the contact pressure. Rather, by specifically shaping the contact surface of the sliding element the friction coefficient is influenced in the desired manner and thus, by a further decisive parameter. Tests of the applicant have shown that in structural sliding bearings different deformation behaviors of the sliding material in the center of the contact surface and at the edge of the contact surface adjust the sliding resistance and this effect can be specifically used to adjust a desired frictional behavior in the sliding surface.
In a suitable further development of the structural sliding bearing the desired friction coefficient in the sliding surface is adjusted depending on the circumferential length and/or the ground plan type of the contact surface and/or the sliding slit height and/or the orientation of the edges of the Date Re9ue/Received Date 2020-04-16
Here, it may be relevant whether the sliding surface ground plan rather has chubby outline edges or sharp corners as well as the respective number of edges as well as their distance and orientation to the sliding surface center of gravity. Also, the sliding slit height may be used to influence the friction coefficient in the sliding surface. So, for example it is conceivable that for large sliding slits due to the flow of the sliding material at the edge of the sliding surface the friction coefficient decreases, but also with very low sliding slits the effect of an influence of the friction coefficient is only partially established. Accordingly, depending on the desired effect on the friction coefficient an optimum sliding slit height may exist.
Since sliding elements of structural sliding bearings cannot be of any desired shape it is possible to adjust the friction coefficient by designing the shape of the sliding element especially by adjusting the ratio of contact surface to free circumferential surface. Here, free circumferential surface means the surface that can freely deform in the sliding slit between the first bearing part and the second bearing part at the circumferential side of the sliding element, that is exposed. In the case of an embedded support of a sliding disc that fits completely flat to the opposite side this is the circumference multiplied with the height of the sliding disc minus the depth of the embedding. Contact surface means the proportion of the surface of the Date Re9ue/Received Date 2020-04-16
By specifically influence of the frictional behavior of the sliding bearing by shaping the sliding element the sliding bearing can very easy be adapted to different problems and application purposes. And this without complex tests for suitability or having to request special approvals. Rather, this way different problems can be solved with one and the same sliding material for which for example an approval as sliding material has already been achieved. So, on the one hand it is possible to construct normal sliding bearings with the material or an earthquake isolator that in comparison should have an increased friction in the concerned sliding surface by increasing the proportion of the circumferential surface of the sliding element. Moreover, the invention has the effect that in manufacture there must no longer be stored different materials. This reduces the storage costs, prevents confusion of bearings in manufacture, and brings advantages in purchasing. That is, the bearing according to the invention can be prepared considerably easier and more cost-effectively.
An advantageous further development of the invention provides that the friction coefficient in the sliding surface is adjusted as function of a form factor considering the ratio of contact surface to free circumferential surface of the sliding element. Here, the form factor is a quotient of the contact surface to the free circumferential surface, wherein, as already mentioned, the free circumferential surface is the length of the circumference of the contact surface multiplied with the height of the sliding slit. Suitably, the size of the contact surface of the sliding element has been optimized depending on the form factor, preferably minimized, such that the desired friction Date Re9ue/Received Date 2020-04-16
In particular, if the sliding bearing is intended for use in earthquake isolation it is suitable to shape the sliding element such that the amount of the friction coefficient in the sliding surface has been maximized depending on the form factor. Thus, for practical application that means that by increasing the free circumferential surface at the same contact surface for the structural sliding bearing a greatest possible friction coefficient and thus, also a greatest possible dissipation capacity can be achieved. For example, the increase of the free circumferential surface can be done by changing the shape of the contact surface. For example, the contact surface may have an oval or star-shaped shape or any other conceivable shape that results in a larger free circumferential surface.
Preferably, in such applications the structural sliding bearing is designed as a spherical bearing, in particular as a sliding isolation pendulum bearing.
Typical of spherical bearings is that they have at least one curved sliding surface, whereas sliding isolation pendulum bearings have several curved sliding surfaces. So, it is conceivable that the friction coefficient in different sliding surfaces is specifically adjusted differently, but consisting of the same sliding material as described above. So, one sliding surface may be designed for normal use as a conventional sliding bearing with low friction, whereas a second sliding surface especially in view of an earthquake is designed with an increased friction coefficient, that is, an increased dissipation capacity.
In a further development the contact surface of the sliding element is formed of two, in particular more than four partial contact surfaces. Subdivision of Date Re9ue/Received Date 2020-04-16
An advantageous further development of the structural sliding bearing provides that the sliding element has at least one sliding disc with the contact surface being formed of at least a part of the surface of the at least one sliding disc. The sliding element also has a conventional sliding disc known per se or may even completely consist thereof.
In this case it is suitable if at least a part of the surface of the at least one sliding disc by at least one recess is subdivided into partial contact surfaces.
So, friction can be increased in comparison to a conventional sliding disc of the same material. For example, such a recess may be one or more grooves that are applied to a part of the surface of the at least one sliding disc.
Applying said one or more grooves can be effected for example by milling into a part of the surface of the at least one sliding disc.
Applying recesses to the sliding material is a particularly economical method to generate partial contact surfaces. Generally, the width of the recess is between a few millimeters and twice the thickness of the first bearing part to ensure on the one hand a sufficient support of the sliding material and on the other hand uniformly distribute the pressure in the adjacent components.
Subdividing at least a part of the surface of the at least one sliding disc in turn causes that the free circumferential surface of the sliding element increases relative to the contact surface and thus, the form factor is affected.
Date Re9ue/Received Date 2020-04-16
In particular, if the sliding bearing or the sliding material of the sliding disc, respectively, is exposed to high pressures it is suitable that at least one spacer is inserted into at least one recess. Inserting a spacer into the recess ensures that the sliding material of the sliding disc at the edge of the partial contact surfaces cannot laterally swerve under the load. In analogy to the embedded support of the sliding element in the first bearing part the sliding disc is embedded to the inside. By the inner embedding at the same load the sliding discs and the structural sliding bearing may be made smaller or with the same size of the sliding disc higher loads can be taken up with the structural sliding bearing.
In an advantageous further development of the structural sliding bearing the sliding element has a number of sliding discs. In this way, on the one hand the sliding element can be composed of equally and/or differently shaped sliding discs and on the other side also the sliding element can be variably constructed from different sliding materials by using sliding discs. Further, it also becomes possible to compose large and/or individually shaped sliding elements from a number of standardized sliding discs, whereby the production of the structural sliding bearing according to the invention becomes particularly economical.
Date Re9ue/Received Date 2020-04-16
An advantageous further development of the structural sliding bearing provides that the sliding element and/or at least one sliding disc of the sliding element is held embedded in the first bearing part. By the embedded holding of the sliding element or the at least one sliding disc flowing of the sliding material due to the pressure generated from structural loads is reduced. Moreover, the type of embedding has influence on the size of the free circumferential surface, since this depends on the height of the sliding slit, in other words the height of the projection of the sliding element above the first bearing part.
If needed it may be suitable that at least one spacer is arranged between two sliding discs. Generally, said spacer has a width between a few millimeters and twice the thickness of the first bearing part. In this way, it is ensured that on the one hand a sufficient support or inner embedding of the sliding material against flowing is guaranteed. On the other hand, it is ensured that the pressure is uniformly distributed in the adjacent components.
Preferably, the sliding element and/or at least one sliding disc at least partially consists of a sliding material, in particular a thermoplastic sliding material. Thermoplastic materials can be readily poured into molds that may already have webs to produce recesses for subdivision into partial contact surfaces, for example.
Date Re9ue/Received Date 2020-04-16
It is also conceivable that several sliding discs of different of such materials in the pure form and/or different mixtures of such materials are composed to a sliding element.
The method for dimensioning a structural sliding bearing according to the invention provides that the friction coefficient in the sliding surface is adjusted by considering a form factor. Unlike in the prior art, where the friction coefficient and thus, also the friction of the structural sliding bearing are influenced by the choice of the sliding and mating material, the type of lubrication of the sliding surface as well as the contact pressure, the approach according to the invention is based on the fact that the friction is specifically adjusted by affecting the shape of the contact surface, that is not by affecting material or unit stresses but by affecting geometrical parameters. Accordingly, by shaping the contact surface of the sliding element the friction coefficient can be affected in a surprisingly simple and highly flexible manner.
Preferably, dimensioning of the structural sliding bearing is performed in that the desired friction coefficient in the sliding surface is adjusted depending on the circumferential length and/or the ground plan type of the contact surface and/or the sliding slit height and/or the orientation of the edges of the contact surface with respect to the sliding direction. For calculating the friction coefficient it is conceivable that in the calculation methodology of the friction coefficient the influence from the circumferential length, ground plan Date Re9ue/Received Date 2020-04-16
An advantageous further development of the method according to the invention provides that the friction coefficient in the sliding surface is adjusted as function of a form factor considering the ratio of contact surface to free circumferential surface of the sliding element. As already mentioned above, the form factor is a quotient of the contact surface to the free circumferential surface.
In a further development, the size of the contact surface of the sliding element is optimized, preferably minimized, depending on the form factor such that the desired friction coefficient in the sliding surface is achieved.
In this way, the structural sliding bearings for the respective application purpose may be made smaller and simultaneously more economical.
Alternatively or additionally, the amount of the friction coefficient in the sliding surface may be maximized depending on the form factor. This especially makes sense if the bearing has to be designed for earthquake isolation.
Preferably, dimensioning is performed such that the material combination in the sliding surface is kept constant during optimization. This allows a simplified dimensioning of the sliding bearing.
In the following the invention is explained in detail with the help of the drawings. Here:
Date Re9ue/Received Date 2020-04-16
Fig. 2 schematically shows a detail from a section through a second example of a sliding bearing according to the invention with a curved sliding surface;
Fig. 3 schematically shows a detail from a section through a third example of a sliding bearing according to the invention;
Fig. 4 schematically shows a detail from a section through a fourth example of a sliding bearing according to the invention;
Fig. 5 schematically shows a section through a fifth example designed as a sliding isolation pendulum bearing of a sliding bearing according to the invention;
Fig. 6 schematically shows a section A-A of the sliding isolation pendulum bearing shown in Fig. 5;
Fig. 7 schematically shows the top plan view of the contact surface of a sliding disc in a sixth embodiment;
Fig. 8 schematically shows the top plan view of the contact surface of a sliding disc in a seventh embodiment;
Fig. 9 schematically shows a measuring chart illustrating the friction coefficient Y as a function of pressure X; and Fig. 10 schematically shows a measuring chart illustrating the friction coefficient Y as a function of the product of form factor and pressure.
In the figures same reference numbers are used for identical parts.
Fig. 1 shows a first example of a structural sliding bearing 10 according to the invention. As to construction it basically corresponds to the structural sliding bearings described in EN 1337. It has a first bearing part 15, a sliding Date Re9ue/Received Date 2020-04-16
In Fig. 2 there is shown a schematic section through a second example of a structural sliding bearing 10 according to the invention with a curved sliding surface 30. Also, this example has a first bearing part 15, a plate-like sliding element 20 and a second bearing part 25 displaceable relative thereto. The sliding element 20 contacts the second bearing part 25 via the contact surface AK of the sliding element 20. Since here, the sliding element 20 is also held embedded in the first bearing part 15 the free circumferential surface Am results from the product of the circumferential length with the height of the sliding slit h, that is, the thickness of the plate-like sliding element 20 tp minus the depth of the embedding.
Fig. 3 is a detail from a section through a third structural sliding bearing according to the invention. It can be seen the first bearing part 15 and the second bearing part 25 with a mating surface 55. The sliding element 20 in the illustrated first embodiment is composed of several sliding discs 35. The Date Re9ue/Received Date 2020-04-16
Fig. 4 is a top plan view of a section through a fourth example of a structural sliding bearing 10 with a sliding element consisting of a single curved sliding disc 35 the surface of which is subdivided into several partial contact surfaces by recesses 40. Recesses 40 are applied to the surface of the sliding disc 35 such that they interrupt the surface of the sliding disc 35.
In this way, the contact surface AK in the sliding surface 30 is subdivided and the size of the free circumferential surface Am of the sliding disc 35 or sliding element 20, respectively, is increased. In this way, by geometrically design of the surface of the sliding disc 35 or sliding element 20, respectively, the form factor S may be affected. As a result, the friction coefficient Y is increased.
In fig. 5 a sliding isolation pendulum bearing is illustrated which has two sliding surfaces 30 and two sliding elements 20 each having a contact surface AK. Both contact surfaces of the sliding element 20 may be designed such that a desired friction coefficient is established in the respective sliding Date Recue/Received Date 2020-04-16
Fig. 6 shows the section along the line A-A through the sliding element 20 indicated in fig. 5. In said section several sliding discs 35 can be seen of which the two outer sliding discs 35 have an angular shape and the inner sliding disc 35 has a circular shape. In fig. 6 there can also be seen the first bearing part 15 that includes and embeds the outer sliding disc 35.
Moreover, the individual sliding discs 35 are kept evenly spaced by spacers 45. Accordingly, the spacers 45 cause an inner embedding of the sliding element 20 composed of sliding discs 35, so that it can completely be held in the bearing part 15 in an conventional manner, that is embedded. The part of the sliding discs 35 protruding over the spacers 45 acts as the free circumferential surface Am and thus affects the form factor S. In addition to the illustrated representation of a sliding element 20 it is also conceivable that the sliding element 20 is not only composed of angular or circular sliding discs 35. Rather, it is conceivable that the sliding discs 35 may take any shape and form an arbitrarily shaped sliding element 20.
In fig. 7 there is illustrated a further example of a sliding element 20 consisting of a single sliding disc 35. In addition to a variation of the circumferential shape also the surface of the sliding disc which as contact surface AK in the sliding surface 30 contacts the second bearing part 25 may be varied. In figure 7 a sliding disc 35 is illustrated that has recesses 40 so that the contact surface AK is composed of a number of partial contact surfaces 50. In the illustrated example the partial contact surfaces 50 are circular. Here, the sum of the partial contact surfaces 50 forms the contact surface AK of the sliding disc. Further, application of a recess 40 to the sliding disc 35 causes that the partial contact surfaces 50 protrude above Date Re9ue/Received Date 2020-04-16
Fig. 8 shows a further example of a sliding disc 35 according to the invention in which the recesses 40 are applied to the sliding disc 35 in the form of straight grooves or rings. In this way, the contact surface AK of the sliding disc 35 can be subdivided into angular faces and/or circles as well as ring segments and/or circle segments can be formed.
In fig. 9, the measuring results of a test series are represented during which structural sliding bearings 10 with an unlubricated circular sliding element made of the sliding material UHMWPE have been studied. During the test series at a constant sliding slit height on the one hand the diameter of the circular sliding element was varied and also the pressure of the sliding element. It was proven on the one hand that a sliding element of a diameter of 80 mm at the same pressure has a markedly higher friction coefficient than a comparable circular sliding element of 120 mm in diameter. The circular sliding element of 120 mm in diameter in turn has a markedly higher friction coefficient than a comparable circular sliding element of 300 mm in diameter. It can also be seen that the friction coefficient for a circular sliding element with a constant diameter at increasing pressure decreases.
Obviously, the different deformation behavior of the sliding material in the center and at the edge of the contact surface AK affects the sliding resistance. With an increasing diameter of the circular sliding element the contact surface AK increases disproportionately to the free circumferential surface Am. The friction coefficient decreases accordingly.
Date Re9ue/Received Date 2020-04-16
Fig. 10 shows the connection between friction coefficient and form factor S
at constant pressure X determined in tests, wherein the abscissa shows the product of form factor S to the power of 0.6 multiplied with pressure X. It has shown in the tests that with increasing form factor, that is a growing proportion of the contact surface AK in relation to the free circumferential surface Am, the friction coefficient Y decreases. The test results show that the friction coefficient Y for the tested UHMWPE can be given with sufficient accuracy as function of pressure and form factor S and pressure X for example as follows.
y = 34 * 5-0.78 * x-1.3 + 0.02 In the shown formula the form factor S is non-dimensional. However, pressure X due to the exponent has dimensions. Thus, the illustrated connection requires input of pressure in [N/mm2]. Form factor S is calculated as follows (U is the circumferential length of the contact surface AK):
S = AK ./. Am = AK ./. (U . h) The effect of the form factor is shown when replacing a circular sliding element of a diameter D1 by four discs of a diameter D2, wherein D2 = 1/2 Dl.
Date Recue/Received Date 2020-04-16
Date Re9ue/Received Date 2020-04-16
Claims (25)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102013104161 | 2013-04-24 | ||
| DE102013104161.2 | 2013-04-24 | ||
| PCT/EP2014/056255 WO2014173622A1 (en) | 2013-04-24 | 2014-03-28 | Structural sliding bearing and dimensioning method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2909698A1 CA2909698A1 (en) | 2014-10-30 |
| CA2909698C true CA2909698C (en) | 2021-11-16 |
Family
ID=50397152
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2909698A Active CA2909698C (en) | 2013-04-24 | 2014-03-28 | Structural sliding bearing and dimensioning method |
Country Status (9)
| Country | Link |
|---|---|
| EP (1) | EP2989254B1 (en) |
| JP (1) | JP6535656B2 (en) |
| KR (1) | KR102254214B1 (en) |
| CA (1) | CA2909698C (en) |
| CL (1) | CL2015003123A1 (en) |
| ES (1) | ES2629520T3 (en) |
| MX (1) | MX374356B (en) |
| RU (1) | RU2651686C2 (en) |
| WO (1) | WO2014173622A1 (en) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612041B (en) * | 2015-01-30 | 2016-07-06 | 北京铁科首钢轨道技术股份有限公司 | A kind of grease is from supplementing slide plate body means for mounting coupling parts |
| DE102015221864A1 (en) | 2015-11-06 | 2017-05-11 | Maurer Söhne Engineering GmbH & Co. KG | Structural bearings |
| KR101708886B1 (en) * | 2016-08-16 | 2017-02-22 | 주식회사 케이이테크 | Engineering plastic friction member, isolator and method for making the same |
| DE102017202317B4 (en) * | 2017-02-14 | 2021-05-27 | Maurer Söhne Engineering GmbH & Co. KG | Sliding pendulum bearing and design method for such |
| WO2020121029A1 (en) * | 2018-12-12 | 2020-06-18 | Universidad Católica De La Santísima Concepción | Kinematic seismic isolation device |
| KR102027794B1 (en) * | 2019-01-03 | 2019-10-04 | 아이컨 주식회사 | The bridge support installation manufacturing method |
| CN110409291B (en) * | 2019-07-16 | 2024-09-20 | 中船双瑞(洛阳)特种装备股份有限公司 | Non-metal sliding plate distribution mode of bridge support friction pair |
| JP6743263B1 (en) * | 2019-11-26 | 2020-08-19 | 日鉄エンジニアリング株式会社 | Sake and its precursor that form a slip isolation device, and its manufacturing method |
| DE102020201078B4 (en) | 2020-01-29 | 2023-06-15 | Maurer Engineering Gmbh | Structure plain bearing and structure bearing system |
| IT202000005035A1 (en) * | 2020-03-10 | 2021-09-10 | Fip Mec S R L | IMPROVED FRICTION ANTI-SEISMIC INSULATOR OF THE SLIDING PENDULUM TYPE |
| CN111519515B (en) * | 2020-05-14 | 2021-08-17 | 株洲时代新材料科技股份有限公司 | Friction pendulum support assembling method and product |
| CN112282093B (en) * | 2020-09-30 | 2022-03-29 | 株洲时代新材料科技股份有限公司 | Friction pendulum support |
| IT202100005390A1 (en) * | 2021-03-09 | 2022-09-09 | Fip Mec S R L | STRUCTURAL ANTISEISMIC INSULATOR OF THE SLIDING PENDULUM TYPE |
| DE102022204542B3 (en) * | 2022-05-09 | 2023-07-06 | Maurer Engineering Gmbh | structural plain bearing |
| ES1294730Y (en) | 2022-06-03 | 2022-12-23 | Mk4 World Wide S L | Sliding disc element for a set of civil engineering structural support and structural mechanism |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1239691A (en) | 1968-10-10 | 1971-07-21 | ||
| SU783413A1 (en) * | 1979-01-30 | 1980-11-30 | Головной Научно-Исследовательский И Проектный Институт "Крымниипроект" Госстроя Украинской Сср | Foundation of earthquake-proof building or structure |
| GB8313925D0 (en) * | 1983-05-19 | 1983-06-22 | Dixon International Ltd | Structural bearings |
| SU1254117A1 (en) * | 1984-03-07 | 1986-08-30 | Государственный Проектный И Научно-Исследовательский Институт "Казпромстройниипроект" | Foundation of earthquake-proof building |
| US6021992A (en) * | 1997-06-23 | 2000-02-08 | Taichung Machinery Works Co., Ltd. | Passive vibration isolating system |
| JP2000320611A (en) * | 1999-05-12 | 2000-11-24 | Ntn Corp | Slip seismic isolation device |
| JP2003090013A (en) | 2001-09-18 | 2003-03-28 | Japan Steel Works Ltd:The | Structure bearing device |
| JP2003147991A (en) * | 2001-11-09 | 2003-05-21 | Showa Electric Wire & Cable Co Ltd | Sliding bearing |
| JP2007016905A (en) * | 2005-07-07 | 2007-01-25 | Ntn Corp | Sliding seismic isolation device |
| DE102005060375A1 (en) * | 2005-12-16 | 2007-06-21 | Steelpat Gmbh & Co. Kg | Bearing for protection for structures, formed as sliding pendulum bearing, has slide material which comprises a plastic with elasto-plastic compensating quality, especially plastic with low friction |
| FR2905465B1 (en) * | 2006-09-06 | 2008-12-05 | Michelin Soc Tech | METHOD FOR DETERMINING A MAXIMUM ADHESION COEFFICIENT OF A TIRE |
| ITMI20071434A1 (en) * | 2007-07-17 | 2009-01-18 | Cvi Engineering S R L | CUSHIONING FOR STRUCTURAL ENGINEERING AND MATERIALS FOR THE SAME |
| RU92667U1 (en) * | 2009-10-29 | 2010-03-27 | Илья Михайлович Шаферман | SUPPORT PART |
-
2014
- 2014-03-28 KR KR1020157033237A patent/KR102254214B1/en active Active
- 2014-03-28 EP EP14714244.2A patent/EP2989254B1/en active Active
- 2014-03-28 CA CA2909698A patent/CA2909698C/en active Active
- 2014-03-28 RU RU2015147606A patent/RU2651686C2/en active
- 2014-03-28 JP JP2016509354A patent/JP6535656B2/en active Active
- 2014-03-28 WO PCT/EP2014/056255 patent/WO2014173622A1/en not_active Ceased
- 2014-03-28 MX MX2015014736A patent/MX374356B/en active IP Right Grant
- 2014-03-28 ES ES14714244.2T patent/ES2629520T3/en active Active
-
2015
- 2015-10-22 CL CL2015003123A patent/CL2015003123A1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| RU2015147606A (en) | 2017-05-25 |
| ES2629520T3 (en) | 2017-08-10 |
| EP2989254B1 (en) | 2017-05-10 |
| CA2909698A1 (en) | 2014-10-30 |
| MX374356B (en) | 2025-03-06 |
| CL2015003123A1 (en) | 2016-06-24 |
| KR102254214B1 (en) | 2021-05-21 |
| JP6535656B2 (en) | 2019-06-26 |
| KR20160003742A (en) | 2016-01-11 |
| JP2016524664A (en) | 2016-08-18 |
| WO2014173622A1 (en) | 2014-10-30 |
| RU2651686C2 (en) | 2018-04-23 |
| MX2015014736A (en) | 2016-06-28 |
| EP2989254A1 (en) | 2016-03-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2909698C (en) | Structural sliding bearing and dimensioning method | |
| JP5923216B2 (en) | Tolerance ring with slotted side walls | |
| Adjemout et al. | Influence of the real dimple shape on the performance of a textured mechanical seal | |
| JP2015517065A (en) | Tolerance ring with perforated corrugations | |
| US9644678B2 (en) | Low-friction seal | |
| JP3361292B2 (en) | Sliding support for seismic isolation devices | |
| EP2784220B1 (en) | Pot bearing | |
| CA2986888A1 (en) | Runner for a fluid machine having removable blades | |
| EP3434939A1 (en) | Combined oil control ring | |
| Chen et al. | Properties analysis of disk spring with effects of asymmetric variable friction | |
| KR101392504B1 (en) | Spherical bearing allowing a large inclination and resisting a large horizontal load | |
| JP2013137101A (en) | Cap of linear guide device, and linear guide device | |
| JP2015500771A (en) | Wheel disc for rail vehicle | |
| US10533420B2 (en) | Stress reduction dimples for circular holes | |
| JP6902972B2 (en) | Seismic isolation device | |
| JP2001349376A (en) | Elastic sliding bearing and structure using the same | |
| US9644673B2 (en) | Bearing | |
| EP2855953B2 (en) | Slide bearing | |
| RU196909U1 (en) | BEARING BEARING | |
| JP5606800B2 (en) | Seismic isolation structure | |
| JP7177732B2 (en) | movable bearing | |
| Shinde et al. | Parametric mathematical modelling and aspect ratio optimization of eccentric spiral profile flexural bearing through finite element analysis studies | |
| US9587674B2 (en) | Sliding bearing | |
| KR20120062141A (en) | Bush bearing | |
| RU2390667C1 (en) | Facility for spring hardening by ageing in compressed condition |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request |
Effective date: 20190131 |
|
| MPN | Maintenance fee for patent paid |
Free format text: FEE DESCRIPTION TEXT: MF (PATENT, 11TH ANNIV.) - STANDARD Year of fee payment: 11 |
|
| U00 | Fee paid |
Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U00-U101 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: MAINTENANCE REQUEST RECEIVED Effective date: 20250318 |
|
| U11 | Full renewal or maintenance fee paid |
Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U11-U102 (AS PROVIDED BY THE NATIONAL OFFICE); EVENT TEXT: MAINTENANCE FEE PAYMENT DETERMINED COMPLIANT Effective date: 20250318 |