US20190024369A1 - Cushioning mechanism - Google Patents
Cushioning mechanism Download PDFInfo
- Publication number
- US20190024369A1 US20190024369A1 US16/036,977 US201816036977A US2019024369A1 US 20190024369 A1 US20190024369 A1 US 20190024369A1 US 201816036977 A US201816036977 A US 201816036977A US 2019024369 A1 US2019024369 A1 US 2019024369A1
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- Prior art keywords
- energy
- equal
- cam
- ball screw
- quadrilateral frame
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- E04B1/985—
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- 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
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
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- 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
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- 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
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- 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
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
- F16F15/043—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means acting on a cam follower
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- 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
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/22—Compensation of inertia forces
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- 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
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F2232/00—Nature of movement
- F16F2232/06—Translation-to-rotary conversion
Definitions
- the invention relates to the technical field of seismic mitigation and damping of building structure and bridge structure, in particular to a cushioning mechanism of building structure and bridge structure.
- Earthquake is one of the most common natural disasters. A strong earthquake will seriously damage the building structure and bridge structure, causing a large number of casualties and economic losses. Seismic isolation technology is economical and efficient, so it has been widely used in the engineering community. When the isolated structure encounters an extremely rare earthquake, the horizontal displacement of the seismic isolation bearing is likely to exceed the limit design value, causing great destruction and seriously threatening the safety of life and property. Therefore, it is necessary to adopt the necessary buffering and limiting measures for the seismic isolation layer to limit the horizontal displacement to a safe range. In the damping technology of building structure and bridge structure, the energy dissipaters are needed for the seismic isolation technology to limit the displacement of the seismic isolation layer and for the energy dissipation and damping technology to dissipate the earthquake energy.
- a displacement-related energy dissipater such as a friction energy dissipater or a metal yield energy dissipater
- a speed-dependent energy dissipater such as a viscous liquid energy dissipater or a viscoelastic energy dissipater
- the displacement or the speed of the energy dissipater is small, it is difficult to exert an effective energy dissipation capability; otherwise, a energy dissipater with large-tonnage and large-distance is required, so that the manufacturing cost is high.
- the object of the present invention is to overcome the problems existing in the prior art that when a displacement-related energy dissipater such as a friction energy dissipater or a metal yield energy dissipater is adopted or a speed-dependent energy dissipater such as a viscous liquid energy dissipater or a viscoelastic energy dissipater is adopted, if the displacement or the speed of the energy dissipater is small, it is difficult to exert an effective energy dissipation capability; otherwise, a energy dissipater with large-tonnage and large-distance is required, so that the manufacturing cost is high.
- a displacement-related energy dissipater such as a friction energy dissipater or a metal yield energy dissipater
- a speed-dependent energy dissipater such as a viscous liquid energy dissipater or a viscoelastic energy dissipater
- the invention provides a cushioning mechanism, comprising a base, an equal-width cam mechanism, a limiting bracket, a ball screw, two groups of energy dissipaters and energy dissipater fixing bases, wherein the equal-width cam mechanism, the limiting bracket, the ball screw, the two groups of energy dissipaters and the energy dissipater fixing bases are mounted on the base.
- the equal-width cam mechanism comprises a quadrilateral frame and a cam mounted in the quadrilateral frame. The cam is connected with a nut of the ball screw.
- the two groups of energy dissipaters are mounted on the energy dissipater fixing bases on the two sides of the equal-width cam mechanism separately.
- the ends, away from the energy dissipater fixing bases, of the two groups of energy dissipaters are connected with the two sides of the quadrilateral frame separately.
- the limiting bracket is mounted on the periphery of the equal-width cam mechanism.
- the cam mechanism performs linear reciprocating motions between the two groups of energy dissipaters under the limit of the limiting bracket.
- the end, away from the equal-width cam mechanism, of the ball screw is provided with a spring latch assembly used for being connected with a building structure or a bridge structure.
- Said spring latch assembly comprises a spring latch and a latch shell.
- Said latch shell is movably sleeved outside the spring latch, and bolt holes which are matched with the spring latch is mounted in the two sides of said latch shell.
- said limiting bracket comprises an upper limiting baffle and two side limiting baffles.
- Said upper limiting baffle is fixedly connected between two said side limiting baffles and covers the top of them.
- a sliding chute is set up in the middle of said upper limiting baffle; the top of said quadrilateral frame is slidingly connected into said sliding chute.
- the two sides of said quadrilateral frame are respectively provided with a first connecting buckle connected with said energy dissipaters.
- said cam is clamped between two said nuts.
- a thrust bearing is respectively set up on the two nuts.
- said base is provided with a plurality of mounting holes.
- second connecting buckles are arranged at the top of said energy dissipater fixing bases. Said second connecting buckles and the first connecting buckles on the quadrilateral frame are arranged on the same horizontal height.
- said side limiting baffles are provided with one or more fixing stiffening ribs for supporting said side limiting baffles.
- the invention provides a cushioning mechanism. Compared with the prior art, it has the following beneficial effects.
- a salient feature of the invention is that the energy dissipaters always have a limited reciprocating displacement within the allowable range.
- the invention designs a ball screw and an equal-width cam mechanism, and when the building structure or the bridge structure generates a large horizontal displacement under the rarely occurred earthquake and extremely rare earthquake, the spring latch moves to the maximum displacement, the spring latch and the bolt holes on the latch shell are locked, which will push the ball screw to move axially.
- the ball screw converts the horizontal motion into a rotary motion and drives the equal-width cam to move.
- the equal-width cam mechanism converts the rotary motion into a reciprocating linear motion, so that the energy dissipaters are always in a reciprocating linear motion within a limited distance, and the energy dissipaters can be prevented from being damaged or losing effect due to the fact that the displacement is over-limited.
- the invention has a good effect of force amplification.
- the acting force provided by the energy dissipaters can realize amplification, and the amplification effect can even reach ten or dozens of times.
- the invention has a great buffering and limiting effect.
- the relative displacement between the spring latch and the bolt holes on the latch shell is small, the spring latch and the bolt holes on the latch shell are not locked, and the energy dissipaters will not function; in rarely occurred earthquake and extremely rarely occurred earthquake, the relative displacement between the spring latch and the bolt holes on the latch shell reaches to the maximum, the spring latch and the bolt holes on the latch shell are locked, and the energy dissipaters will act to achieve better energy dissipation and damping, and to realize the buffering and limiting effect.
- the invention has wide application range and can greatly reduce the manufacturing cost.
- the invention can be combined with various cushioning devices.
- the device can achieve the effect of the large-tonnage energy dissipater by using a small-tonnage energy dissipater to realize the amplification, thereby greatly reducing the cost.
- the device In the process of designing and manufacturing, the device only needs to be made into steel plate or concrete structure according to design requirements, and the design is simple and convenient, and the cost is low.
- the cushioning mechanism is a useful supplement and improvement for the existing control technique of building and bridge structure, and greatly reduces the cost while ensuring that the energy dissipater does not fail to achieve buffering effects, thereby having a good development and application prospect.
- FIG. 1 is a schematic structural diagram of the cushioning mechanism provided by an embodiment of this invention.
- FIG. 2 is a a cross-sectional view of the cushioning mechanism provided by an embodiment of this invention.
- FIG. 3 is a schematic structural diagram of the equal-width cam mechanism in an embodiment of this invention.
- FIG. 4 is a connection diagram of the cushioning mechanism provided by another embodiment of this invention.
- the invention provides a cushioning mechanism, comprising a base 4 , an equal-width cam mechanism 2 , a limiting bracket 5 , a ball screw 1 , two groups of energy dissipaters 3 and energy dissipater fixing bases 31 , wherein the equal-width cam mechanism 2 , the limiting bracket 5 , the ball screw 1 , the two groups of energy dissipaters 3 and the energy dissipater fixing bases 31 are mounted on the base 4 .
- the equal-width cam mechanism 2 comprises a quadrilateral frame 22 and a cam 23 mounted in the quadrilateral frame 22 .
- the cam 23 is connected with a nut 11 of the ball screw 1 .
- the two groups of energy dissipaters 3 are mounted on the energy dissipater fixing bases 31 on the two sides of the equal-width cam mechanism 2 separately.
- the ends, away from the energy dissipater fixing bases 31 , of the two groups of energy dissipaters 3 are connected with the two sides of the quadrilateral frame 22 separately.
- the limiting bracket 5 is mounted on the periphery of the equal-width cam mechanism 2 .
- the cam 23 mechanism performs linear reciprocating motions between the two groups of energy dissipaters 3 under the limit of the limiting bracket 5 .
- the end, away from the equal-width cam mechanism 2 , of the ball screw 1 is provided with a spring latch assembly 13 used for being connected with a building structure or a bridge structure.
- Said spring latch assembly 13 comprises a spring latch 131 and a latch shell 132 .
- Said latch shell 132 is movably sleeved outside the spring latch 131 , and bolt holes 1321 which are matched with the spring latch 131 is mounted in the two sides of said latch shell 132 .
- the invention provides a cushioning mechanism. Compared with the prior art, it has the following beneficial effects. 1.
- a salient feature of the invention is that the energy dissipaters 3 always have a limited reciprocating displacement within the allowable range.
- the invention designs a ball screw 1 and an equal-width cam mechanism 2 , and when the building structure or the bridge structure generates a large horizontal displacement under the rarely occurred earthquake and extremely rare earthquake, the spring latch 131 moves to the maximum displacement, the spring latch 131 and the bolt holes 1321 on the latch shell 132 are locked, which will push the ball screw 1 to move axially.
- the ball screw 1 converts the horizontal motion into a rotary motion and drives the equal-width cam 23 to move.
- the equal-width cam mechanism 2 converts the rotary motion into a reciprocating linear motion, so that the energy dissipaters 3 are always in a reciprocating linear motion within a limited distance, and the energy dissipaters 3 can be prevented from being damaged or losing effect due to the fact that the displacement is over-limited.
- the invention has a good effect of force amplification. By reasonably designing the cam 23 and adjusting the eccentric distance, the acting force provided by the energy dissipaters 3 can realize amplification, and the amplification effect can even reach ten or dozens of times. 3.
- the invention has a great buffering and limiting effect.
- said limiting bracket 5 comprises an upper limiting baffle 51 and two side limiting baffles 52 .
- Said upper limiting baffle 51 is fixedly connected between two said side limiting baffles 52 and covers the top of them, which makes the equal-width cam mechanism 2 operate more stably.
- a sliding chute (not shown in the drawing) is set up in the middle of said upper limiting baffle 51 ; the top of said quadrilateral frame 22 is slidingly connected into said sliding chute.
- the two sides of said quadrilateral frame 22 are respectively provided with a first connecting buckle 21 connected with said energy dissipaters 3 .
- said cam 23 is clamped between the two nuts 11 .
- two said nuts 11 are respectively mounted with a thrust bearing 12 to support the ball screw 1 .
- said base 4 is provided with a plurality of mounting holes 41 , distributed at the edges of the base 44 for its installation.
- said second connecting buckles 31 are arranged at the top of said energy dissipater fixing bases 3132 .
- Said second connecting buckles 31 and the first connecting buckles 21 on the quadrilateral frame 22 are arranged on the same horizontal height. The distance between the first connecting buckles 21 and the second connecting buckles is determined by the size of the energy dissipater 33 .
- said side limiting baffles 52 are provided with one or more fixing stiffening ribs 521 for supporting said side limiting baffles 52 , to ensure the stability of the whole mechanism.
- two or more said cushioning mechanisms can be in a series connection with each other, to form a cushioning mechanism group 6 .
- two said cushioning mechanisms are in a series connection as shown in FIG. 4 , wherein, the first cushioning mechanism 61 and the second cushioning mechanism 62 use the spring latch assembly 13 on the end of the ball screw 1 to connect a plurality of cams 23 together to complete the series.
- two adjacent cushioning mechanisms are connected by the spring latch assembly 13 , where the displacement between the spring latch 131 and the bolt holes 1321 on the latch shell 132 is longer than the displacement between the spring latch 131 and the bolt holes 1321 on the latch shell 132 of the building structure and the bridge structure. The specifics are determined by the two-stage buffering and limiting distance.
- the invention provides a cushioning mechanism. Compared with the prior art, it has the following beneficial effects. 1.
- a salient feature of the invention is that the energy dissipaters 3 always have a limited reciprocating displacement within the allowable range.
- the invention designs a ball screw 1 and an equal-width cam mechanism 2 , and when the building structure or the bridge structure generates a large horizontal displacement under the rarely occurred earthquake and extremely rare earthquake, the spring latch 131 moves to the maximum displacement, the spring latch 131 and the bolt holes 1321 on the latch shell 132 are locked, which will push the ball screw 1 to move axially.
- the ball screw 1 converts the horizontal motion into a rotary motion and drives the equal-width cam 23 to move.
- the equal-width cam mechanism 2 converts the rotary motion into a reciprocating linear motion, so that the energy dissipaters 3 are always in a reciprocating linear motion within a limited distance, and the energy dissipaters 3 can be prevented from being damaged or losing effect due to the fact that the displacement is over-limited. 2.
- the invention has a good effect of force amplification. By reasonably designing the cam 23 and adjusting the eccentric distance, the acting force provided by the energy dissipaters 3 can realize amplification, and the amplification effect can even reach ten or dozens of times.
- the invention has a great buffering and limiting effect.
- the relative displacement between the spring latch 131 and the bolt holes 1321 on the latch shell 132 is small, the spring latch 131 and the bolt holes 1321 on the latch shell 132 are not locked, and the energy dissipaters 3 will not function; in rarely occurred earthquake and extremely rarely occurred earthquake, the relative displacement between the spring latch 131 and the bolt holes 1321 on the latch shell 132 reaches to the maximum, the spring latch 131 and the bolt holes 1321 on the latch shell 132 are locked, and the energy dissipaters 3 will act to achieve better energy dissipation and damping, and to realize the buffering and limiting effect.
- the invention has wide application range and can greatly reduce the manufacturing cost.
- the invention can be combined with various cushioning devices.
- the device can achieve the effect of the large-tonnage energy dissipater by using a small-tonnage energy dissipater to realize amplification, thereby greatly reducing the cost.
- the device In the process of designing and manufacturing, the device only needs to be made into steel plate or concrete structure according to design requirements, and the design is simple and convenient, and the cost is low.
- the cushioning mechanism is a useful supplement and improvement for the existing control technique of building and bridge structure, and greatly reduces the cost while ensuring that the energy dissipater does not fail to achieve buffering effects, thereby having a good development and application prospect.
- the term “installed”, “is connected with”, “connected” and the like should be understood in a broad sense.
- it can be fixedly connected, can be detachably connected, or integrally connected; can be mechanically connected or electrically connected; and can be directly connected, and can also be indirectly connected through an intermediate medium, or can be communicated with the inside of the two elements.
- the specific meaning of the terms in the invention can be understood according to specific situations.
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Abstract
Description
- The present application claims priority from Chinese application No. 201710584380.1 filed on 2017 Jul. 18 which is hereby incorporated herein by reference in its entirety.
- The invention relates to the technical field of seismic mitigation and damping of building structure and bridge structure, in particular to a cushioning mechanism of building structure and bridge structure.
- Earthquake is one of the most common natural disasters. A strong earthquake will seriously damage the building structure and bridge structure, causing a large number of casualties and economic losses. Seismic isolation technology is economical and efficient, so it has been widely used in the engineering community. When the isolated structure encounters an extremely rare earthquake, the horizontal displacement of the seismic isolation bearing is likely to exceed the limit design value, causing great destruction and seriously threatening the safety of life and property. Therefore, it is necessary to adopt the necessary buffering and limiting measures for the seismic isolation layer to limit the horizontal displacement to a safe range. In the damping technology of building structure and bridge structure, the energy dissipaters are needed for the seismic isolation technology to limit the displacement of the seismic isolation layer and for the energy dissipation and damping technology to dissipate the earthquake energy. When a displacement-related energy dissipater such as a friction energy dissipater or a metal yield energy dissipater is adopted or a speed-dependent energy dissipater such as a viscous liquid energy dissipater or a viscoelastic energy dissipater is adopted, if the displacement or the speed of the energy dissipater is small, it is difficult to exert an effective energy dissipation capability; otherwise, a energy dissipater with large-tonnage and large-distance is required, so that the manufacturing cost is high.
- Therefore, it is necessary to develop a buffering and limiting device with good energy dissipation capability in a limited displacement.
- The object of the present invention is to overcome the problems existing in the prior art that when a displacement-related energy dissipater such as a friction energy dissipater or a metal yield energy dissipater is adopted or a speed-dependent energy dissipater such as a viscous liquid energy dissipater or a viscoelastic energy dissipater is adopted, if the displacement or the speed of the energy dissipater is small, it is difficult to exert an effective energy dissipation capability; otherwise, a energy dissipater with large-tonnage and large-distance is required, so that the manufacturing cost is high.
- To solve the above-mentioned problems, the invention provides a cushioning mechanism, comprising a base, an equal-width cam mechanism, a limiting bracket, a ball screw, two groups of energy dissipaters and energy dissipater fixing bases, wherein the equal-width cam mechanism, the limiting bracket, the ball screw, the two groups of energy dissipaters and the energy dissipater fixing bases are mounted on the base. The equal-width cam mechanism comprises a quadrilateral frame and a cam mounted in the quadrilateral frame. The cam is connected with a nut of the ball screw. The two groups of energy dissipaters are mounted on the energy dissipater fixing bases on the two sides of the equal-width cam mechanism separately. The ends, away from the energy dissipater fixing bases, of the two groups of energy dissipaters are connected with the two sides of the quadrilateral frame separately. The limiting bracket is mounted on the periphery of the equal-width cam mechanism. The cam mechanism performs linear reciprocating motions between the two groups of energy dissipaters under the limit of the limiting bracket. The end, away from the equal-width cam mechanism, of the ball screw is provided with a spring latch assembly used for being connected with a building structure or a bridge structure. Said spring latch assembly comprises a spring latch and a latch shell. Said latch shell is movably sleeved outside the spring latch, and bolt holes which are matched with the spring latch is mounted in the two sides of said latch shell.
- As an improvement of the technical proposal, said limiting bracket comprises an upper limiting baffle and two side limiting baffles. Said upper limiting baffle is fixedly connected between two said side limiting baffles and covers the top of them.
- As an improvement of the technical proposal, a sliding chute is set up in the middle of said upper limiting baffle; the top of said quadrilateral frame is slidingly connected into said sliding chute.
- As an improvement of the technical proposal, the two sides of said quadrilateral frame are respectively provided with a first connecting buckle connected with said energy dissipaters.
- As an improvement of the technical proposal, said cam is clamped between two said nuts. Opposite to the reverse side of the cam, a thrust bearing is respectively set up on the two nuts.
- As an improvement of the technical proposal, said base is provided with a plurality of mounting holes.
- As an improvement of the technical proposal, second connecting buckles are arranged at the top of said energy dissipater fixing bases. Said second connecting buckles and the first connecting buckles on the quadrilateral frame are arranged on the same horizontal height.
- As an improvement of the technical proposal, said side limiting baffles are provided with one or more fixing stiffening ribs for supporting said side limiting baffles.
- The invention provides a cushioning mechanism. Compared with the prior art, it has the following beneficial effects.
- 1. A salient feature of the invention is that the energy dissipaters always have a limited reciprocating displacement within the allowable range. The invention designs a ball screw and an equal-width cam mechanism, and when the building structure or the bridge structure generates a large horizontal displacement under the rarely occurred earthquake and extremely rare earthquake, the spring latch moves to the maximum displacement, the spring latch and the bolt holes on the latch shell are locked, which will push the ball screw to move axially. The ball screw converts the horizontal motion into a rotary motion and drives the equal-width cam to move. The equal-width cam mechanism converts the rotary motion into a reciprocating linear motion, so that the energy dissipaters are always in a reciprocating linear motion within a limited distance, and the energy dissipaters can be prevented from being damaged or losing effect due to the fact that the displacement is over-limited.
- 2. The invention has a good effect of force amplification. By reasonably designing the cam and adjusting the eccentric distance, the acting force provided by the energy dissipaters can realize amplification, and the amplification effect can even reach ten or dozens of times.
- 3. The invention has a great buffering and limiting effect. In the case of frequently occurred earthquake, the relative displacement between the spring latch and the bolt holes on the latch shell is small, the spring latch and the bolt holes on the latch shell are not locked, and the energy dissipaters will not function; in rarely occurred earthquake and extremely rarely occurred earthquake, the relative displacement between the spring latch and the bolt holes on the latch shell reaches to the maximum, the spring latch and the bolt holes on the latch shell are locked, and the energy dissipaters will act to achieve better energy dissipation and damping, and to realize the buffering and limiting effect.
- The invention has wide application range and can greatly reduce the manufacturing cost. The invention can be combined with various cushioning devices. The device can achieve the effect of the large-tonnage energy dissipater by using a small-tonnage energy dissipater to realize the amplification, thereby greatly reducing the cost. In the process of designing and manufacturing, the device only needs to be made into steel plate or concrete structure according to design requirements, and the design is simple and convenient, and the cost is low. The cushioning mechanism is a useful supplement and improvement for the existing control technique of building and bridge structure, and greatly reduces the cost while ensuring that the energy dissipater does not fail to achieve buffering effects, thereby having a good development and application prospect.
- For better explain the technical proposal in the present invention embodiments, the drawings to be used in the description of the embodiments will be briefly described below.
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FIG. 1 is a schematic structural diagram of the cushioning mechanism provided by an embodiment of this invention; -
FIG. 2 is a a cross-sectional view of the cushioning mechanism provided by an embodiment of this invention; -
FIG. 3 is a schematic structural diagram of the equal-width cam mechanism in an embodiment of this invention; -
FIG. 4 is a connection diagram of the cushioning mechanism provided by another embodiment of this invention; - Among them, 1—ball screw; 11—nut; 12—thrust bearing; 13—spring latch assembly; 131—spring latch; 132—latch shell; 1321—bolt hole; 2—equal-width cam mechanism; 21—first connecting buckle; 22—quadrilateral frame; 23—cam; 3—energy dissipater; 31—energy dissipater fixing base; 32—second connecting buckle; 4—base; 41—mounting hole; 5—limiting bracket; 51—upper limiting baffle; 52—side limiting baffle; 521—stiffening rib; 61—first cushioning mechanism; 62—second cushioning mechanism; 7—building structure or bridge structure.
- The technical proposals in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Apparently, the described embodiments are merely a part rather than all of the embodiments of the present invention. All other embodiments obtained by persons of ordinary skill in the art based on the embodiment of the present invention without creative efforts shall fall within the protection scope of the present invention.
- Referring to
FIG. 1 toFIG. 4 , the invention provides a cushioning mechanism, comprising abase 4, an equal-width cam mechanism 2, a limitingbracket 5, aball screw 1, two groups ofenergy dissipaters 3 and energydissipater fixing bases 31, wherein the equal-width cam mechanism 2, the limitingbracket 5, theball screw 1, the two groups ofenergy dissipaters 3 and the energydissipater fixing bases 31 are mounted on thebase 4. The equal-width cam mechanism 2 comprises aquadrilateral frame 22 and acam 23 mounted in thequadrilateral frame 22. Thecam 23 is connected with anut 11 of theball screw 1. The two groups ofenergy dissipaters 3 are mounted on the energydissipater fixing bases 31 on the two sides of the equal-width cam mechanism 2 separately. The ends, away from the energydissipater fixing bases 31, of the two groups ofenergy dissipaters 3 are connected with the two sides of thequadrilateral frame 22 separately. The limitingbracket 5 is mounted on the periphery of the equal-width cam mechanism 2. Thecam 23 mechanism performs linear reciprocating motions between the two groups ofenergy dissipaters 3 under the limit of the limitingbracket 5. The end, away from the equal-width cam mechanism 2, of theball screw 1 is provided with aspring latch assembly 13 used for being connected with a building structure or a bridge structure. Saidspring latch assembly 13 comprises aspring latch 131 and alatch shell 132. Saidlatch shell 132 is movably sleeved outside thespring latch 131, and boltholes 1321 which are matched with thespring latch 131 is mounted in the two sides of saidlatch shell 132. The invention provides a cushioning mechanism. Compared with the prior art, it has the following beneficial effects. 1. A salient feature of the invention is that theenergy dissipaters 3 always have a limited reciprocating displacement within the allowable range. The invention designs aball screw 1 and an equal-width cam mechanism 2, and when the building structure or the bridge structure generates a large horizontal displacement under the rarely occurred earthquake and extremely rare earthquake, thespring latch 131 moves to the maximum displacement, thespring latch 131 and the bolt holes 1321 on thelatch shell 132 are locked, which will push theball screw 1 to move axially. Theball screw 1 converts the horizontal motion into a rotary motion and drives the equal-width cam 23 to move. The equal-width cam mechanism 2 converts the rotary motion into a reciprocating linear motion, so that theenergy dissipaters 3 are always in a reciprocating linear motion within a limited distance, and theenergy dissipaters 3 can be prevented from being damaged or losing effect due to the fact that the displacement is over-limited. 2. The invention has a good effect of force amplification. By reasonably designing thecam 23 and adjusting the eccentric distance, the acting force provided by theenergy dissipaters 3 can realize amplification, and the amplification effect can even reach ten or dozens of times. 3. The invention has a great buffering and limiting effect. In the case of frequently occurred earthquake, the relative displacement between thespring latch 131 and the bolt holes 1321 on the latch shell 321 is small, thespring latch 131 and the bolt holes 1321 on thelatch shell 132 are not locked, and theenergy dissipaters 3 will not function; In rarely occurred earthquake and extremely rarely occurred earthquake and extremely rare earthquake, the relative displacement between thespring latch 131 and the bolt holes 1321 on the latch shell 321 reaches to the maximum, thespring latch 131 and the bolt holes 1321 on the latch shell 321 are locked, and theenergy dissipaters 3 will act to achieve better energy dissipation and damping, and to realize the buffering and limiting effect. - More preferably, in this embodiment, said limiting
bracket 5 comprises an upper limitingbaffle 51 and twoside limiting baffles 52. Said upper limitingbaffle 51 is fixedly connected between two saidside limiting baffles 52 and covers the top of them, which makes the equal-width cam mechanism 2 operate more stably. - More preferably, in this embodiment, a sliding chute (not shown in the drawing) is set up in the middle of said upper limiting
baffle 51; the top of saidquadrilateral frame 22 is slidingly connected into said sliding chute. - More preferably, in this embodiment, the two sides of said
quadrilateral frame 22 are respectively provided with a first connectingbuckle 21 connected with saidenergy dissipaters 3. - More preferably, in this embodiment, said
cam 23 is clamped between the two nuts 11. Opposite to the reverse side of saidcam 23, two saidnuts 11 are respectively mounted with athrust bearing 12 to support theball screw 1. - More preferably, in this embodiment, said
base 4 is provided with a plurality of mountingholes 41, distributed at the edges of the base 44 for its installation. - More preferably, in this embodiment, said second connecting
buckles 31 are arranged at the top of said energy dissipater fixing bases 3132. Said second connectingbuckles 31 and the first connectingbuckles 21 on thequadrilateral frame 22 are arranged on the same horizontal height. The distance between the first connectingbuckles 21 and the second connecting buckles is determined by the size of the energy dissipater 33. - More preferably, in this embodiment, said
side limiting baffles 52 are provided with one or morefixing stiffening ribs 521 for supporting saidside limiting baffles 52, to ensure the stability of the whole mechanism. - It should be further noted that in another embodiment of present invention, two or more said cushioning mechanisms can be in a series connection with each other, to form a cushioning mechanism group 6. For example, two said cushioning mechanisms are in a series connection as shown in
FIG. 4 , wherein, thefirst cushioning mechanism 61 and thesecond cushioning mechanism 62 use thespring latch assembly 13 on the end of theball screw 1 to connect a plurality ofcams 23 together to complete the series. It should be noted in the series process that two adjacent cushioning mechanisms are connected by thespring latch assembly 13, where the displacement between thespring latch 131 and the bolt holes 1321 on thelatch shell 132 is longer than the displacement between thespring latch 131 and the bolt holes 1321 on thelatch shell 132 of the building structure and the bridge structure. The specifics are determined by the two-stage buffering and limiting distance. - The invention provides a cushioning mechanism. Compared with the prior art, it has the following beneficial effects. 1. A salient feature of the invention is that the
energy dissipaters 3 always have a limited reciprocating displacement within the allowable range. The invention designs aball screw 1 and an equal-width cam mechanism 2, and when the building structure or the bridge structure generates a large horizontal displacement under the rarely occurred earthquake and extremely rare earthquake, thespring latch 131 moves to the maximum displacement, thespring latch 131 and the bolt holes 1321 on thelatch shell 132 are locked, which will push theball screw 1 to move axially. Theball screw 1 converts the horizontal motion into a rotary motion and drives the equal-width cam 23 to move. The equal-width cam mechanism 2 converts the rotary motion into a reciprocating linear motion, so that theenergy dissipaters 3 are always in a reciprocating linear motion within a limited distance, and theenergy dissipaters 3 can be prevented from being damaged or losing effect due to the fact that the displacement is over-limited. 2. The invention has a good effect of force amplification. By reasonably designing thecam 23 and adjusting the eccentric distance, the acting force provided by theenergy dissipaters 3 can realize amplification, and the amplification effect can even reach ten or dozens of times. - The invention has a great buffering and limiting effect. In the case of frequently occurred earthquake, the relative displacement between the
spring latch 131 and the bolt holes 1321 on thelatch shell 132 is small, thespring latch 131 and the bolt holes 1321 on thelatch shell 132 are not locked, and theenergy dissipaters 3 will not function; in rarely occurred earthquake and extremely rarely occurred earthquake, the relative displacement between thespring latch 131 and the bolt holes 1321 on thelatch shell 132 reaches to the maximum, thespring latch 131 and the bolt holes 1321 on thelatch shell 132 are locked, and theenergy dissipaters 3 will act to achieve better energy dissipation and damping, and to realize the buffering and limiting effect. - The invention has wide application range and can greatly reduce the manufacturing cost. The invention can be combined with various cushioning devices. The device can achieve the effect of the large-tonnage energy dissipater by using a small-tonnage energy dissipater to realize amplification, thereby greatly reducing the cost. In the process of designing and manufacturing, the device only needs to be made into steel plate or concrete structure according to design requirements, and the design is simple and convenient, and the cost is low. The cushioning mechanism is a useful supplement and improvement for the existing control technique of building and bridge structure, and greatly reduces the cost while ensuring that the energy dissipater does not fail to achieve buffering effects, thereby having a good development and application prospect.
- In the description of the invention, it shall be understood that the terms “upper”, “lower”, “left”, “right”, and the like indicate orientation or positional relationship based on the orientation or positional relationship shown in the drawings, only in order to facilitate describing the present invention and to simplify the description, and not to indicate or imply that the indicated device or element must have a specific orientation, or a specific orientational structure and operation. Therefore, it shall not be understood that the present invention is restricted thereto. Furthermore, “first” and “second” are only for purposes of description, and cannot be understood to indicate or imply relative importance or to implicitly indicate the quantity of the indicated technical features. Therefore, the features defining the “first” and “second” can expressly or implicitly include one or more features. In the description of this invention, except as otherwise noted, the meaning of “a plurality of” is two or more.
- In the description of the invention, it should be noted that unless explicitly stated and defined otherwise, the term “installed”, “is connected with”, “connected” and the like, should be understood in a broad sense. For example, it can be fixedly connected, can be detachably connected, or integrally connected; can be mechanically connected or electrically connected; and can be directly connected, and can also be indirectly connected through an intermediate medium, or can be communicated with the inside of the two elements. For persons of ordinary skill on the art, the specific meaning of the terms in the invention can be understood according to specific situations.
- The above are preferred embodiments of the invention, and it should be noted that for persons of ordinary skill on the art, any modification and improvement made without departing from the principle of the present invention shall fall within the protection scope of the present invention.
Claims (8)
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CN201710584380.1A CN107489093B (en) | 2017-07-18 | 2017-07-18 | Shock attenuation buffer gear |
CN201710584380.1 | 2017-07-18 |
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US20190024369A1 true US20190024369A1 (en) | 2019-01-24 |
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US16/036,977 Abandoned US20190024369A1 (en) | 2017-07-18 | 2018-07-17 | Cushioning mechanism |
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CN (1) | CN107489093B (en) |
Cited By (3)
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CN111140065A (en) * | 2020-01-19 | 2020-05-12 | 广州大学 | Limiting friction damper |
CN112502022A (en) * | 2020-11-17 | 2021-03-16 | 南昌大学 | Transverse bridge direction and vertical two-way anti-seismic stop block structure suitable for bridge |
CN112681553A (en) * | 2020-12-26 | 2021-04-20 | 祝青 | Steel plate energy consumption device for building |
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CN108867333B (en) * | 2018-08-29 | 2023-11-10 | 广州大学 | Bridge energy consumption damping mechanism |
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CN109811923A (en) * | 2019-02-20 | 2019-05-28 | 广州大学 | A kind of gear type marmem damper with response amplification effect |
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CN109811925A (en) * | 2019-02-20 | 2019-05-28 | 广州大学 | A kind of rotary frcition damper of displacement equations type |
CN109811641B (en) * | 2019-02-20 | 2020-10-20 | 广州大学 | Buffering limiting type rotary friction mass damper |
CN111719727A (en) * | 2020-06-09 | 2020-09-29 | 广州大学 | Self-resetting cam type damper response amplifying device |
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US6385917B1 (en) * | 1999-09-14 | 2002-05-14 | Thk Co., Ltd. | Base isolation device with damping mechanism |
US20040041071A1 (en) * | 2000-05-23 | 2004-03-04 | Whitley Andrew Ronald | Apparatus for the storage of hazardous materials |
US8348217B2 (en) * | 2009-08-24 | 2013-01-08 | Thk Co., Ltd. | Base isolation table with damping mechanism and base isolation table unit using the same |
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CN112502022A (en) * | 2020-11-17 | 2021-03-16 | 南昌大学 | Transverse bridge direction and vertical two-way anti-seismic stop block structure suitable for bridge |
CN112681553A (en) * | 2020-12-26 | 2021-04-20 | 祝青 | Steel plate energy consumption device for building |
Also Published As
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CN107489093A (en) | 2017-12-19 |
CN107489093B (en) | 2020-02-21 |
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