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

Definitions

• Embodiments of present invention relate to a sliding bearing for seismic protection of constructions from effects of ground movements like earthquakes.
• the sliding bearings are intended to be installed between construction and its foundation.
• the sliding bearings compensate movement of the foundation transferred to the overlying structure.
• the structure is protected from forces induced by ground movements.
• Seismic isolation is a concept which isolates a structure from ground movement by transferring reduced ground movement forces to a structure.
• Sliding bearings is one popular kind of system used for seismic isolation. Sliding bearings provide isolation by two or more hardware such as plates sliding on each other. Damping and energy dissipation is provided by the friction on the sliding surfaces.
• an anti-seismic sliding bearing usually comprises an upper plate and a lower plate, which are joined to the structure to be supported and the foundations of the structure respectively. Plates are sliding over each other to compensate the ground movement forces. It is also known from state of the art; some sliding bearing plates have a respective concave sliding surface and they are separated from each other by an intermediate sliding shoe.
• the sliding shoe has two convex surfaces mating and be in contact with the concave surfaces of the upper and lower plates, to form an articulation.
• some forces such as tremor or shock applied to the sliding bearing and the sliding shoe can slide with a pendulum-like motion relative to at least one of the two plates, thereby protecting the overlying structure from the effects of the ground movements.
• the motion of the sliding depends on several parameters causing some phenomenon like stick-slip. Stick-slip phenomenon is simply a spontaneous jerking motion that can occur while two objects are sliding over each other. Stick-slip can be described as surfaces alternating between sticking to each other and sliding over each other, with a corresponding change in the force of friction.
• static friction coefficient between two surfaces is larger than kinetic friction coefficient. If an applied force is large enough to overcome the static friction, then the reduction of the friction to the kinetic friction can cause a sudden jump in the velocity of the movement. To overcome the static friction, the applied force should be equal or higher than "breakaway friction" force. In other words, the breakaway friction force is a minimum force necessary to initiate a motion i.e. sliding.
• breakaway friction is proportional through the portion of weight of the overlying structure passing through the sliding bearing, to the horizontal acceleration due to the ground motion. If the breakaway friction is large, the structure is affected by a huge horizontal acceleration, a sudden jump in the velocity described in the above, before the seismic isolation becomes effective. Moreover, since change in the direction of the sliding occurs with change in the direction of the contact forces, breakaway friction should be overcomes again through changed direction by the ground motion.
• stick-slip phenomenon is also associated, though in general at a less extent, at any changes in the direction of the motion (sliding). So reducing the breakaway friction as close as to the kinetic friction has a crucial role for a sliding bearing to isolate seismic forces effectively.
• a known sliding material provides a high coefficient of friction which allows dissipation of a large amount of energy following ground movements. Nevertheless, owing to the large coefficient of friction, large forces, causing damage, are transmitted to overlying structure by the bearing before and during motion.
• the main disadvantage of the known sliding material is that it is not able to deal with the problems caused by stick-slip phenomenon.
• Another known sliding material is an unfilled hard PTFE or UHMWPE. These materials exhibit a relatively low kinetic coefficient of friction which allows the bearing to accommodate the in-service movements of structure. Although use of said thermoplastic materials limits increase of the peak coefficient of friction associated to motion reversals as well as to a change of direction, it does not solve the problem regarding the peak breakaway friction at the starting of the motion.
• Another known sliding material discloses an anti-seismic support, where the friction coefficient between the sliding surfaces is above 10% and is stable notwithstanding the increase in temperature due to sliding at high velocities which typically occurs during strong earthquakes.
• the sliding material is a plastic resin added with polymeric, synthetic, ceramic or metal filler aiming at increasing the thermal conductivity of the basic resin.
• Molybdenum disulfide is an inorganic compound that is currently used in bearing technology as solid lubricant to reduce friction between two mating surfaces sliding one onto each other.
• MoS2 has been already used as a mineral filler of the PTFE resin, in amounts generally between 5% and 15% by weight, to increase the hardness, stiffness and wear resistance of PTFE. Owing to the excellent self-lubricating behavior of the PTFE resin, the use of MoS2 to decrease the kinetic coefficient of friction of PTFE is indeed of no interest.
• Figure 2 is a diagrammatic sectional view of an anti-seismic sliding bearing with sliding material of one embodiment of the invention;
• Figure 3 is a close diagrammatic sectional view of an anti-seismic sliding bearing sliding material of one embodiment of the invention.
• Figure 4 is an example of the hysteretic horizontal force - deflection curves of the specimen of the sliding bearing (1) in the tests run at 15 MPa average pressure applied to the sheet of sliding material (5).
• Figure 5 is an example of the hysteretic horizontal force - 'deflection curves of the specimen of the sliding bearing (1) in the tests run at 30 MPa average pressure applied to the sheet of sliding material (5).
• Figure 6 is an example of the hysteretic horizontal force - deflection curves of the specimen of sliding bearing in the tests run at 45 MPa average pressure applied to the sheet of sliding material (5).
• Figure 7 is an example of the hysteretic horizontal force - deflection curve of a specimen of the sliding bearing (1) wherein sheet of the sliding material (5) is made of unfilled PTFE resin.
• Figure 8 is an example of the hysteretic horizontal force - deflection curve of a specimen of the sliding bearing (1) wherein the sheet of the sliding material (5) is made of PTFE resin filled with bronze.
• Figure 9 is an example of the hysteretic horizontal force - deflection curves of a specimen of the sliding bearing (1) wherein sheet of the sliding material (5) is made of a polyammide resin.
• Figure 10 is an example of "Anti-seismic devices (sliding bearing)" from the diagrammatic force - displacement plot in accordance with the European Standard EN 15129:2009.
• a sliding bearing (1) adapted to provide ground movement protection to a construction comprising a first plate (2), adapted to be installed to a construction (B), having a first sliding surface (2.1) in a concave form and a second plate (3), adapted to be installed among foundation (A) of the construction, having a second sliding surface (3.1) in a concave form, and a sliding shoe (4) positioned between the first plate (2) and the second plate (3), wherein the sliding shoe (4) has an upper sliding surface (4.1) in a convex form,3 ⁇ 4 contact with the first sliding surface (2.1) and a lower sliding surface (4.2) in a convex form, in contacted with the second sliding surface (3.1), wherein the first plate (2), the second plate (3) and the sliding shoe (4) are capable of sliding with pendulum motion relative to each other in response to a ground movement forces,
• sheet of sliding material (5) covers first sliding surface (2.1) and upper sliding surface
• the sliding material (5) covers second sliding surface (3.1) and lower sliding surface
• the amount of molybdenum disulfide is 2.0% by weight of said sliding material (5)
• the PTFE resin is also filled with other solid lubricants to decrease sticking at rest between each sliding surfaces
• the amount of solid lubricants other than molybdenum disulfide is no more than 1.0% by weight of the sliding material (5)
• the PTFE resin is also filled with bronze
• the amount of the bronze filler is between 15% and 20% by weight of the sliding material (5)
• sheet of the sliding materia! (5) is mounted to the sliding surfaces either as a sheet partially embedded in a corresponding seat formed on the sliding surfaces as a sheet applied using an adhesive or mechanical fastening means and forms the sliding surfaces,
• the breakaway value of the coefficient of friction between first sliding surface (2.1) and upper sliding surface (4.1) is less than 7%, when the mutual sliding speed of the said sliding surfaces (2.1, 4.1) is less than 1 mm/s and the contact pressure between the said sliding surfaces (2.1, 4.1) applied to the sliding bearing (1) is at least 15 MPa.
• the breakaway value of the coefficient of friction between first sliding surface (2.1) and upper sliding surface (4.1), and between second sliding surface (3.1) and lower sliding surface (4.2) are less than 7%, when the mutual sliding speed of the said sliding surfaces (2.1, 4.1 - 3.1, 4.2) is less than 1 mm/s and the contact pressure between the said sliding surfaces (2.1, 4.1 - 3.1, 4-2) applied to the sliding bearing (1) is at least 15 MPa
• the kinetic value of the coefficient of friction between first sliding surface (2.1) and upper sliding surface (4.1) is less than 8%, when the mutual sliding speed of the said sliding surfaces (2.1, 4.1) is less than 200 mm/s and the contact pressure between the said sliding surfaces (2.1, 4.1) applied to the sliding bearing (1) is at least 30 MPa.
• the kinetic value of the coefficient of friction between first sliding surface (2.1) and upper sliding surface (4.1), and between second sliding surface (3.1) and lower sliding surface (4.2) are less than 8%, when the mutual sliding speed of the said sliding surfaces (2.1, 4.1 - 3.1, 4.2) is less than 200 mm/s and the contact pressure between the said sliding surfaces (2.1, 4.1 - 3.1, 4.2) applied to the sliding bearing (1) is at least 30 MPa.
• Embodiments of the present invention relates to an anti-seismic sliding bearing can provide ground movement like earthquake protection to a construction by separating the movement of the structure from the movement of its foundation and to protect the overlying construction from tremors and shocks induced by ground movements.
• Embodiments of the sliding bearing is avoiding substantial increase in forces and accelerations transmitted to the overlying construction over those expected based on the kinetic coefficient of friction developed at sliding surfaces of the sliding bearing during sliding.
• the sliding bearing is also avoiding the increase in the coefficient of friction between sliding surfaces, causing severe deceleration, occurring at changing of the direction of motion. This makes the motion of the overlying construction smooth and preserves the structure as well as its content by substantial increase of horizontal accelerations, which is particularly advantageous e.g. for hospitals, museums, etc.
• the construction is used herein to designate any kind of civil work and engineering structures including but not limited to buildings, residential buildings, hospitals, bridges (road or railroad bridges), viaducts, and industrial plants, any type of towers, silos and tanks.
• the sliding bearing (1) is used to support construction and protect the construction in the event of a ground movement. .
• the sliding bearing (1) is adapted to be installed among the foundation (A) of a construction and the construction (B) itself.
• the embodiment of the sliding bearing (1) comprises a first plate (2), adapted to be installed to the construction (B), having a first sliding surface (2.1) and a second plate (3), adapted to be installed among the foundation (A) of the construction, having a second sliding surface (3.1).
• the first sliding surface (2.1) and the second sliding surface (3.1) are positioned to be in contact with each other and able to slide over each other to compensate the ground movement forces transferred to the construction by transforming the force kinetic energy into heat through friction.
• the embodiment of the sliding bearing (1) is adapted to be installed among the foundation (A) of a construction, and the construction (B) itself.
• the embodiment of the sliding bearing (1) comprises a first plate (2), adapted to be installed to the construction (B), having a first sliding surface (2.1) in a concave form and a second plate (3), adapted to be installed among the foundation (A) of the construction, having a second sliding surface (3.1) in a concave form, and a sliding shoe (4) positioned between the first plate (2) and the second plate
• the sliding shoe (4) has an upper sliding surface (4.1) in a convex form, in contact with the first sliding surface (2.1) and a lower sliding surface (4.2) in a convex form, in contacted with the second sliding surface (3.1).
• the first plate (2) is located above the sliding shoe (4) and the second (3) plate is located below the sliding shoe (4).
• the sliding shoe (4) is free to slide, pendulum like motion, between the first plate (2) and the second plate (3) to compensate the ground movement forces (tremors or shocks) transferred to the construction.
• the upper sliding surface (4.1) is facing away from the lower sliding surface (4.2).
• the convex upper sliding surface (4.1) matches corresponding the concave first sliding surface (2.1) and the convex lower sliding surface (4.2) matches corresponding the concave second sliding surface (3.1).
• An articulation joint is formed between the sliding shoe
• the lower sliding surface (4.2) preferably has a half spherical shape.
• the lower sliding surface (4.2) is coupled to the second sliding surface (3.1), thereby forming a ball joint articulation.
• the convex lower sliding surface (4.2) is received in a spherical concavity formed in the concave second sliding surface (3.1).
• the sliding surfaces may also be cylindrical with a substantially horizontal axis of symmetry, in operation.
• the first plate (2) preferably integrally joined, by known fastening means, to the construction to be supported through the other plate surface rather than first sliding surface (2.1).
• the first plate (2) is preferably made of steel, but may be also made of aluminum alloy or another material.
• the convex upper sliding surface (4.1) and the concave first sliding surface (2.1) have mating curvatures to allow a pendulum motion of the sliding bearing (1).
• they may have a spherical shape and hence have the same radius of curvature.
• other configurations may be envisaged, in which at least one of the two sliding surfaces has a variable radius of curvature, for improved centering of the sliding shoe (4).
• the sliding shoe (4) is shown in its equilibrium position, i.e. centered relative to the first sliding surface (2.1). The sliding shoe (4) is in this equilibrium position before ground movements. Depending on interaction of certain factors, including types and details of the ground movements, the sliding shoe (4) can be recovered in the equilibrium position at the end of the ground movements.
• the sliding bearing (1) also comprises a sheet of a sliding material (5) that covers the first sliding surface (2.1) and the upper sliding surface (4.1).
• the second sliding surface (3.1) and the lower sliding surface (4.2) are also covered by the sliding material (5).
• the sheet of sliding material (5) can be applied in a shaped seat to cover each sliding surfaces. The seats are situated in the sliding surfaces and sheet of sliding materials (5) can be placed into the seat without any fastening means or adhesives.
• the sheet of sliding material (5) has a thickness (e.g. a constant thickness) greater than the depth (e.g. a constant depth) of the seat in which it is embedded, thereby projecting out of it.
• the sheet of sliding material (5) as used in the sliding bearing (1) has a thickness of 6 to 8 mm and projects out of the sliding surfaces by about 2 to 3 mm, with about 4 to 5 mm thereof being embedded in the sliding surfaces.
• the sheet of sliding material (5) may be applied to the sliding surfaces using adhesives or mechanical fastener means, such as screws and/or rivets; in this case, the seat may be omitted.
• the first sliding surface (2.1) and the upper sliding surface (4.1) and also the second sliding surface (3.1) and the lower sliding surface (4.2) start to slide one upon the other as soon as the forcing action due to the ground motion exceeds the frictional resistance at the breakaway that is very close to the friction force generated during sliding under favour of sliding material (5) which covers each sliding surfaces. Since the first plate (2), the second plate (3) and sliding shoe (4) are free to slide, they are able to move a pendulum like motion and projections of each motions can be independent from each other. Thus, there is no transmission of large horizontal accelerations to the overlying structure (B). The same happens when the direction of motion changes under the effect of ground movements, preventing in such a way the phenomenon of sticking due to the increase of the coefficient of friction.
• the sheet of sliding material (5) comprises polytetrafluoroethyiene (PTFE) resin added with molybdenum disulfide (MoS2) in amounts of less than 2.5% by weight of the sliding material (5).
• PTFE polytetrafluoroethyiene
• MoS2 molybdenum disulfide
• the amount of molybdenum disulfide is 2.0% by weight of said sliding material (5), used to mitigate the increase in the coefficient of friction of PTFE at the breakaway with respect to the kinetic value of the coefficient of friction.
• sliding material (5) also comprises an amount of the bronze filler between 15% and 20% by weight of said sliding material (5).
• the sliding material (5) is sintered and/or formed into a sheet by compression molding. After molding, the sheet material is processed to the desired thickness.
• the sliding material (5) composition ratios can differ from each other used on first, second, upper and lower sliding surfaces ((2.1), (3.1), (4.1), (4.2)) in any embodiment of the sliding bearing (1) to increase the effectiveness of anti-seismic protection according to properties such as; construction (B), foundation (A), climate, incline of area where sliding bearing placed, soil, fault line features.
• the sheet of sliding material (5) is made of PTFE resin filled with 2% MoS2 : * > ⁇ (a)
• the increase in the coefficient of friction at the first starting of motion from rest is less than 20% with respect to the kinetic value of the coefficient of friction, which is insignificant as compared with prior art materials;
• the increase in the coefficient of friction at the starting of the motion relative to the kinetic value of the coefficient of friction ⁇ kin is no more than 20% of the value when the average pressure between the first sliding surface (2.1) and the upper sliding surface (4.1) is 15 MPa or more and the sliding surfaces (16b, 17) are caused to slide at a sliding speed of 1 mm/s or more at a temperature of 20°C or more.
• the increase in the coefficient of friction associated to the change of direction of motion is less than 10% with respect to the kinetic value of the coefficient of friction.
• the sheet of sliding material (5) may be made of PTFE resin filled, in addition to MoS2 in percentage up to 2.5%, with a polymeric, synthetic, ceramic or metal filler to increase its stiffness and load bearing capacity.
• the sheet of sliding material (5) may be made of PTFE resin filled, in addition to MoS2 in percentage up to 2.5%, with a solid lubricant to further reduce the sticking phenomenon at the breakaway.
• the sliding bearing (1) is reliable over time, because the effect of avoiding significant increase of the starting friction is achieved without use of lubricant agents like grease or oil, therefore avoiding the problems related to selection and handling of the lubricant agents accounting for the harsh usage environment outdoors, and avoiding the need of maintenance.
• the vertical load is a constant vertical load passing through the sliding bearing (1);
• the average pressure is the contact pressure acting on the surface of the sheet of sliding material (5) that covers the convex upper sliding surface (4.1) of the sliding shoe (4) and faces the concave first sliding surface (2.1), and is calculated as the ratio between the vertical load and the area of said surface of the sheet of sliding material (5);
• the amplitude is amplitude of the oscillation motion imposed to a specimen of sliding bearing (1 ) during the test, and is equal to half of the stroke of a cycle of motion (one cycle being composed of two strokes);
• the velocity is relative velocity between the concave first plate (2) and the concave second plate (3) of the specimen of sliding bearing (1).
• Figure 5 shows one example of the hysteretic horizontal force - deflection curves of the specimen of the sliding bearing (1) in the tests run at 30 MPa average pressure applied to the sheet of sliding material (S).
• S sheet of sliding material
• Figure 6 shows one example of the hysteretic horizontal force - deflection curves of the specimen of sliding bearing in the tests run at 45 MPa average pressure applied to the sheet of sliding material (5)

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• Emergency Management (AREA)
• Environmental & Geological Engineering (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Vibration Prevention Devices (AREA)
• Buildings Adapted To Withstand Abnormal External Influences (AREA)

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• 2015
  • 2015-02-23 EP EP15715873.4A patent/EP3158148B1/de active Active
  • 2015-02-23 WO PCT/TR2015/000064 patent/WO2016137409A1/en active Application Filing
  • 2015-02-23 TR TR2018/08473T patent/TR201808473T4/tr unknown

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