WO2017129078A1 - Seismic isolation elastic restoring mechanism with pre-set starting load and starting control seismic isolation device - Google Patents

Seismic isolation elastic restoring mechanism with pre-set starting load and starting control seismic isolation device Download PDF

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Publication number
WO2017129078A1
WO2017129078A1 PCT/CN2017/072090 CN2017072090W WO2017129078A1 WO 2017129078 A1 WO2017129078 A1 WO 2017129078A1 CN 2017072090 W CN2017072090 W CN 2017072090W WO 2017129078 A1 WO2017129078 A1 WO 2017129078A1
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WO
WIPO (PCT)
Prior art keywords
isolation
horizontal
elastic reset
reset mechanism
elastic
Prior art date
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PCT/CN2017/072090
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French (fr)
Chinese (zh)
Inventor
梁欢文
王豫
魏久顺
Original Assignee
佛山市百安居减震科技有限公司
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Publication of WO2017129078A1 publication Critical patent/WO2017129078A1/en

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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression 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
    • F16F15/04Suppression 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
    • F16F15/06Suppression 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 with metal springs
    • F16F15/067Suppression 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 with metal springs using only wound springs
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression 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
    • F16F15/04Suppression 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
    • F16F15/06Suppression 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 with metal springs
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression 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
    • F16F15/023Suppression 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 fluid means
    • F16F15/0235Suppression 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 fluid means where a rotating member is in contact with fluid

Definitions

  • the invention relates to equipment in the field of earthquake resistance, in particular to a vibration isolation elastic reset mechanism and a start control isolation device which are preset starting loads.
  • the horizontal isolation structure system is divided into three parts: the upper structure, the isolation layer and the lower structure.
  • the seismic energy is transmitted to the isolation layer through the lower structure, and is absorbed and consumed by the isolation device of the isolation layer. After the seismic energy, only a small part of the energy is transferred to the superstructure.
  • the setting of the isolation layer changes the natural vibration period of the superstructure, reduces the seismic response of the structure, and ensures that the superstructure can remain in an elastic state during a large earthquake or remain in an initial state of elastoplastic deformation.
  • equipment isolation has a lightening effect on the seismic input due to the light weight of the protected object, and the deformation capability of the equipment isolation device is limited by the size of the device.
  • the starting condition of the device and the ability of the device to resist excessive earthquakes in the isolation of the equipment become particularly prominent.
  • the company, Foshan Baianju Shock Absorption Technology Co., Ltd. has successfully applied for the patent of the equipment for isolation of the natural rubber bearing as the elastic reset device.
  • the patent number is ZL201420209702.6.
  • the protected equipment or cultural relics using the isolation device can be greatly reduced in response to earthquakes, thereby protecting its safety under earthquake action.
  • this patent still has three problems that are not well solved.
  • One is the durability problem of the rubber elastic reset device, the reset function of the two elastic reset devices is also flawed, and the third is the startup problem of the device.
  • the deformation of the isolation device will increase with the increase of the seismic intensity, and the deformation space of some isolation devices will be limited.
  • the cultural relics in the showcase can protect the safety of such objects under strong earthquakes. A big problem.
  • One of the objects of the present invention is to provide a shock isolation elastic reset mechanism that presets a starting load.
  • the isolated elastic reset mechanism has a preset starting load, and starts when the external load generated by the vibration is greater than a preset starting load.
  • a shock isolation elastic reset mechanism that presets a starting load
  • the seismic isolation elastic reset mechanism comprises a guide rod, a stopper and a preset starting load elastic unit
  • the block is at least two, the block sleeve Mounted on the guide rod, the preset starting load elastic unit has a spiral steel spring, the spiral steel spring is set on the guiding rod and is located between the blocks, and the spiral steel spring is preloaded
  • the spiral steel spring has a preloading length, and a preset starting load exists.
  • a steel spring assembly or a steel spring device is preferably used, and the pre-compression deformation of the spiral steel spring is used to store the preset starting load.
  • the seismic isolation elastic reset mechanism of the present invention may be a horizontal isolation elastic reset mechanism or a vertical isolation elastic reset mechanism, and the principle and process of the preset start load are the same, when it is a horizontal isolation elastic reset mechanism,
  • the following three structures can be used:
  • the seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, the guide rod is horizontally arranged, and the two blocks are respectively arranged at two ends of the guide rod.
  • the preset starting load elastic unit further includes a pull rod and a first sliding block, the first sliding sleeve is set in the middle of the guiding rod, the spiral steel spring is one, and the spiral steel spring passes through the first sliding block.
  • the two ends of the spiral steel spring are respectively in contact with the two blocks, and the two pull rods are located on the left and right sides of the first slider, and the two ends of the pull rod are respectively opposite to the block and the first slider.
  • the spiral steel spring has a preloading length L1.
  • the pre-compression length L1 is 50 to 500 mm.
  • the spiral steel spring passes through the middle of the slider and is pre-stressed at the initial stage.
  • the pre-pressure is determined by meeting the equipment reset, starting control load and project requirements.
  • the one end pull rod moves the stopper by the movement of the slider, thereby compressing the spiral steel spring to provide elastic reset, and the other end pull rod is in a relaxed state.
  • a surface of the stopper, the tie rod and the slider are adhered with a layer of elastic buffer to reduce impact and noise during the movement.
  • the first slider when the tie rod is replaced by a stranded wire, the first slider can be eliminated, one end of the stranded wire is connected to the stopper, and the other end is fixed to the panel.
  • the seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, the guide rod is horizontally disposed, and the two blocks are respectively disposed at two ends of the guide rod.
  • the preset starting load elastic unit further includes a pull rod and a first sliding block, the first sliding block is set in the middle of the guiding rod, and the spiral steel spring is two in the same structure, respectively located in the first sliding block On the left and right sides, one end of the spiral steel spring passes through the first slider, and the other end is in contact with the stopper.
  • the tie rods are four, and two on the left and right sides of the first slider, and the two ends of the rod are respectively
  • the spiral steel spring has a preloading length L2 connected to the stopper and the first slider.
  • the pre-compression length L2 is 25 mm to 250 mm, and the length of L2 is one-half of L1.
  • the horizontal isolation elastic returning mechanism of the invention is realized by pre-pressing the steel spring, the seismic isolation elastic resetting mechanism can also be self-damped, and the damping fluid can be disposed in the guiding rod.
  • the invention can be improved as follows:
  • the guiding rod is a round rod, and the guiding rod is a damping groove is arranged in the axial direction, and the damping groove is filled with a viscous damping liquid, and the damping shearing sleeve can be disposed in the stopper or in the first sliding block, as a preferred solution,
  • a damping shear sleeve is directly embedded in a slider, the damping shear sleeve has a shearing blade, and the shearing blade extends into a viscous damping fluid in the damping groove, the stopper or the first When the slider slides along the axial direction of the guide rod, it is hindered by the damping force, thereby further improving the isolation capability of the seismic isolation elastic reset mechanism.
  • the damping block may be selected as a damping block, and the damping block and the guiding rod form a damping pair, and the damping form may be friction damping or viscous damping, further improving the isolation of the isolation elastic reset mechanism. Earthquake ability.
  • the seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism capable of horizontal isolation
  • the guide rod is horizontally disposed
  • the preset start load elastic unit further includes a steel strand and a second a slider
  • the second slider is set in the middle of the guide bar
  • the block is four blocks
  • two blocks are respectively set at the two ends of the guide bar
  • the other two blocks are respectively set in the middle of the guide bar
  • the second sliding block is in contact with each other
  • the spiral steel springs are two of the same structure, respectively located on the left and right sides of the second sliding block, and the two ends of the spiral steel spring respectively interfere with the corresponding two blocking blocks
  • the steel strands are at least four, and are located on the left and right sides of the second slider.
  • the two ends of the steel strand are respectively connected with the corresponding two blocks, and the steel strands are used for coupling.
  • the pre-compression length L3 is 25 mm to 300 mm.
  • the isolation elastic returning mechanism is a vertical isolation elastic returning mechanism
  • the specific structure is as follows: the isolated elastic restoring mechanism is a vertical isolation elastic reset mechanism, which can realize vertical isolation, the guide rod Vertically disposed, the two blocks are respectively disposed at two ends of the guide bar, and the preset starting load elastic unit further includes a steel strand, and the spiral steel spring is one, the The steel strands are at least two, and the two ends of the steel strands are respectively connected with two stoppers, and the steel strands are used for connecting the stoppers at both ends of the spiral steel spring, and the spiral steel spring has a preloading length L4. .
  • the pre-compression length L4 is 30 mm to 150 mm.
  • the invention has a layer of elastic buffer sheet attached to the stopper to reduce the impact during the movement.
  • the second object of the present invention is to provide a starting control isolation device with a preset starting load.
  • the starting control isolation device has a preset starting load, and the starting load is started when the external load generated by the vibration is greater than the preset starting load, which can greatly Reduce the response of protected equipment or cultural relics under earthquakes, thus protecting the safety of equipment or cultural relics under earthquakes.
  • a start-up control isolation device that presets a starting load, including the horizontal isolation elastic return mechanism described above, the device further comprising an upper panel, a lower panel and a middle frame,
  • the panel is used to support the protected equipment
  • the middle frame is a hollow frame
  • the middle frame is located between the upper panel and the lower panel, and is respectively connected with the upper panel and the lower panel
  • the lower panel is used for placing on the floor panel, the showcase panel or the ground.
  • the two upper horizontal rails are disposed laterally between the lower portion of the upper panel and the upper portion of the middle frame, and two longitudinal rail pairs, lateral rail pairs and longitudinal rails are longitudinally disposed between the lower panel portion and the lower portion of the middle frame
  • the auxiliary pair is disposed at the peripheral edge of the middle frame, the lateral guide rail supports the upper panel, and the longitudinal guide rail supports the upper panel, so that the isolation device has a good anti-overturning function, and the isolation device passes through the double-layer bidirectional guide rail. It is also possible to achieve any horizontal movement, characterized in that the horizontally isolated elastic resetting mechanism is disposed in the middle frame and coupled to the corresponding upper or lower panel.
  • the horizontal isolation elastic returning mechanism of the invention is arranged in the middle frame of the device, and can adopt various setting manners, such as horizontal horizontal and vertical setting; the middle frame can be changed into two intermediate connecting plates, and the upper panel is connected with one of the intermediate plates Two parallel horizontal guide rail pairs and one set of horizontal horizontal isolation elastic reset mechanism are arranged between the plates, and two parallel longitudinal guide rail pairs and one set of longitudinal horizontal isolation elastic reset mechanism are disposed between the lower panel and the other intermediate joint plate, two The intermediate connecting plate is integrally connected by bolts, and the guide rail pair can be selected by using a cross roller guide rail, a roller linear guide rail, a ball linear guide rail or a sliding guide rail pair; the horizontal isolation elastic reset mechanism can also be horizontally arranged obliquely.
  • the guide rail pair is also arranged horizontally obliquely, parallel to the horizontal isolation elastic reset mechanism, and the following structure can be adopted:
  • the specific structure is that the horizontally-isolated elastic restoring mechanism is disposed in the middle frame in the lateral direction and the longitudinal direction, and is laterally And at least one set of each of the longitudinal direction, the horizontally disposed horizontal isolation elastic returning mechanism is erected on the middle frame, and is coupled with the upper panel by a corresponding slider, and longitudinally erecting the horizontally-separated horizontal isolation elastic return mechanism
  • the horizontal isolation elastic reset mechanism has a preset starting load, and the external load generated by the vibration is greater than the preset starting load. Start-up and has the ability to move in accordance with the deformation of the isolation layer.
  • the horizontal isolation elastic return mechanism is provided in a set in the lateral direction and the longitudinal direction, and two sets of horizontal isolation elastic return mechanisms are orthogonally disposed in the middle frame in the lateral direction and the longitudinal direction.
  • the horizontal isolation elastic returning mechanism has two sets in the lateral direction and the longitudinal direction, and four sets of horizontal isolation elastic returning mechanisms are vertically arranged in the horizontal direction and the longitudinal direction, and are arranged in a trapezoidal shape. Inside the frame.
  • the device of the invention can realize horizontal isolation due to the built-in horizontal isolation elastic reset mechanism.
  • the middle frame is a combined frame composed of two intermediate link plates, and the two lateral guide rail pairs are disposed between the lower portion of the upper panel and the upper portion of an intermediate coupling plate located above
  • the two longitudinal rail pairs are disposed between an upper portion of the lower panel and a lower portion of an intermediate connecting plate located below, and the horizontal rail pair and the longitudinal rail pair are respectively disposed at peripheral positions of the upper panel and the lower panel
  • the two intermediate connecting plates are coupled by bolts
  • the horizontally disposed horizontally-isolated elastic restoring mechanism is laterally disposed between the lower portion of the upper panel and an upper intermediate plate portion located above, the longitudinally disposed horizontal partition
  • the seismic elastic returning mechanism is longitudinally disposed between the lower plate portion and the lower intermediate plate upper plate portion, and the horizontal isolation elastic returning mechanism and the corresponding intermediate connecting plate are coupled by corresponding sliders, and the horizontal isolation elastic reset mechanism and the corresponding On The panel or the lower panel is coupled by a corresponding guide rod.
  • the guide rail pair and the horizontal isolation elastic reset mechanism provided in the start-control isolation device of the present invention can adopt an oblique orthogonal structure.
  • the device of the present invention can adopt the following structure: the device includes an upper panel, a lower panel, and an upper panel. Two sets of oblique orthogonal guide rail pairs are disposed between the lower panel and the lower panel, wherein the horizontal isolation elastic reset mechanism is two sets, and two sets of horizontal isolation elastic return mechanisms are diagonally arranged orthogonally on the upper panel and the lower panel.
  • a set of horizontal isolation elastic reset mechanism is connected with the upper panel, and another set of horizontal isolation elastic reset mechanism is coupled with the lower panel, and two sets of horizontal isolation elastic reset mechanisms are connected by corresponding sliders,
  • the horizontally-isolated elastic reset mechanism has a preset starting load through a slider, and the external starting load generated by the vibration is started before the external load is greater than the preset starting load, and is adapted to the deformation of the isolation layer.
  • the four sets of the above-mentioned vibration isolation devices are integrally connected by a connecting rod, and a horizontal vibration isolation function can be realized.
  • the device of the present invention can further add a vertical isolation elastic reset mechanism, and the horizontal isolation elastic return mechanism and the vertical isolation elastic reset mechanism together constitute a seismic isolation elastic reset device of the device, which can be combined to realize vertical direction.
  • horizontal three-dimensional isolation, horizontal isolation elastic reset mechanism and vertical isolation elastic reset mechanism can be used to achieve vertical isolation and horizontal isolation, thus ensuring the safety of protected equipment or cultural relics during earthquakes.
  • the device further includes a lower coupling plate and a vertical isolation elastic reset mechanism, the lower coupling plate is mounted on the upper plate, and the vertical isolation elastic reset mechanism includes a guide rod, a stopper, and a spiral steel spring And the steel strand, the guide rod is vertically disposed, the two blocks are respectively disposed at two ends of the guide rod, and the bottom end of the guide rod is vertically inserted on the lower joint plate, and Fixed with the lower connecting plate, the spiral steel spring is one, is set on the guiding rod, and is located between the two blocks, the lower block is fixed with the lower connecting plate, and the steel strand is at least two The two ends of the steel strand are respectively connected with the two stoppers, and the steel strand is used for connecting the stoppers at both ends of the spiral steel spring.
  • the spiral steel spring is a pre-pressed spiral steel spring with a preloading length L4.
  • There is a preset starting load and the starting load is started when the external load generated by the vibration is greater than the preset starting load.
  • the device has both a horizontal isolation elastic return mechanism and a vertical isolation elastic reset mechanism, which can realize vertical and horizontal Three-dimensional isolation.
  • the vertical isolation elastic reset mechanism is five sets, four sets are respectively installed at the edge of the device, and the other set is installed at the center of the device part, when the earthquake vibrates downward.
  • the four sets of vertical isolation elastic reset mechanism at the edge work, when the earthquake vibrates upwards, a set of vertical isolation elastic reset mechanism at the center works to provide vertical isolation protection.
  • the pre-compression length L4 is 30 mm to 150 mm.
  • the apparatus further includes an upper coupling plate and an upper cavity, the guide rod of the vertical isolation elastic return mechanism passes through the upper coupling plate, and the upper cavity is mounted on the upper coupling plate, vertically separated A guide rod of the seismic elastic return mechanism is movable within the upper chamber.
  • a wiring area is provided in the upper panel and the lower panel for the power supply line or the data line to pass.
  • the upper surface of the upper panel is further provided with a non-slip mat, and the lower panel and the ground, the showcase panel or the floor panel are used according to the needs of use.
  • a layer of non-slip mat is placed between the faces.
  • the vibration isolation device has a certain anti-overturning capability, and the device has a large frictional force with the ground.
  • the anti-overturning protection of the isolation device can ensure that the protected equipment does not overturn and the friction between the device and the ground or the floor can ensure that the device does not slip, the device can be directly placed on the ground, the showcase panel or the floor.
  • the device needs to provide a large anti-overturning capability, and the device and the ground or the floor can be fixed by bolts.
  • the upper panel of the vibration isolation device adopts an open hole type or another reserved wire passing region.
  • the horizontal isolation device part of the invention can also be arranged in the form of a unit body, and the unit body comprises an upper panel, a lower panel, a middle frame rod, a lateral rail pair, a longitudinal rail pair, a lateral starting control elastic reset device and a longitudinal starting control elastic reset device.
  • the middle frame rod is located between the upper plate and the lower plate
  • the lateral start control elastic reset device is located between the middle frame bar and the upper plate.
  • the longitudinal start control elastic reset device is located between the middle frame bar and the lower link plate, and is characterized in that: Two or more of the unit bodies are combined to form a horizontally-controlled and controlled vibration isolation device through a coupling rod, and a coupling rod is used to form a middle frame at both ends of the middle frame rod.
  • the start-up control is implemented by pre-pressing the steel spring, and the device starts to work only when the upper device responds to a certain condition.
  • the use of steel springs as the core component of the elastic reset device solves the durability problem well. Pre-applying pressure on the steel spring not only solves the reset function well, but also makes the device function like a start switch, and most importantly, Preloading, the device can resist the ability of super-large earthquake under finite deformation conditions, and can realize the good resetting and starting control function of the isolation device, which is equivalent to greatly improving the deformation capability of the device, thereby greatly improving the applicable range of the device, and is a high-intensity zone. Equipment and heritage protection is available.
  • the present invention has the following remarkable effects:
  • the startup control of the preset start load of the embodiment of the present invention has a start control function, and the device starts to work under a certain seismic force, and has a good start-up function and a reset function, and the device structure is simple;
  • the device isolation device of the invention has a good anti-overturning function.
  • Figure 1 is a cross-sectional view showing the entire structure of a first embodiment of the starting and controlling vibration isolation device of the present invention
  • FIG. 2a is a cross-sectional view showing the structure of a roller linear guide in the first embodiment of the present invention.
  • 2b is a cross-sectional view showing the structure of a cross roller guide in the first embodiment of the start-control isolation device of the present invention
  • 3a is a top view of the second panel after removing the upper panel, showing the positional relationship and installation relationship of the horizontal isolation elastic reset mechanism;
  • 3b is a top view of the second panel after removing the upper panel, showing the positional relationship and installation relationship of the horizontal isolation elastic reset mechanism;
  • FIG. 4a is a schematic view showing the overall structure of the seismic isolation resetting mechanism of the first embodiment of the first embodiment of the present invention for the horizontally-preset starting load in the first embodiment of the present invention
  • 4b is a schematic view showing the overall structure of the isolated elastic restoring mechanism of the first preset starting load in the first embodiment of the present invention
  • FIG. 5 is a schematic structural view of a guide rod in the first embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 6 is an assembled view of the damping shear sleeve and the guide rod in the first embodiment of the starting and controlling vibration isolation device of the present invention
  • FIG. 7 is a schematic structural view of a damping shear sleeve in the first embodiment of the starting and controlling vibration isolation device of the present invention.
  • FIG. 8 is a schematic structural view of a slider in the first embodiment of the starting and controlling vibration isolation device of the present invention.
  • 9a is a schematic structural view of a shock isolation elastic return mechanism of a first embodiment of a start-control isolation device according to the first embodiment of the present invention.
  • 9b is a schematic structural view of a shock-isolated elastic return mechanism of a first embodiment of the first embodiment of the present invention.
  • FIG. 10 is a schematic structural view of a pull rod in the first embodiment of the starting and controlling vibration isolation device of the present invention.
  • 11a is a schematic structural view of an upper panel or a lower panel of a linear roller guide structure according to a first embodiment of the present invention.
  • 11b is a schematic structural view of an upper panel or a lower panel of a cross roller guide structure in the first embodiment of the startup control isolation device according to the present invention
  • Figure 12 is a cross-sectional view showing a partial structure of the first embodiment of the vertical start control isolation device of the present invention with the lower structure removed;
  • Figure 13 is a plan view showing the structure of the connecting plate on a part of the embodiment of the vertical starting control isolation device of the present invention.
  • FIG. 14 is a schematic structural view of a vertical isolation elastic reset mechanism located around the first embodiment of the vertical start control isolation device of the present invention.
  • FIG. 15 is a schematic structural view of a vertical isolation elastic reset mechanism located in the middle of the first embodiment of the vertical start control isolation device of the present invention.
  • 16 is a schematic diagram of the operation of starting the control isolation device in the first embodiment of the starting and controlling isolation device of the present invention.
  • Figure 17 is a graph showing the hysteretic performance test of the isolating elastic return mechanism of the preset starting load in the first embodiment of the starting and controlling isolation device of the present invention.
  • Figure 18 is a cross-sectional view showing the entire structure of a second embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 19 is a plan view of Figure 18 after removing the upper panel
  • FIG. 20 is a schematic diagram of an upper panel or a lower panel in the second embodiment of the startup control isolation device of the present invention.
  • Figure 21 is a cross-sectional view showing the overall structure of a third embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 22 is a plan view of Figure 21 after removing the upper panel
  • FIG. 23 is a schematic diagram showing the overall structure of a horizontal isolation elastic reset mechanism in the third embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 24a is a cross-sectional view showing the overall structure of a linear guide rail structure of a fourth embodiment of the present invention.
  • 24b is a cross-sectional view showing the overall structure of a cross-roller rail structure in the fourth embodiment of the present invention.
  • Figure 25 is a cross-sectional view showing the unit body of the fifth embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 26 is a plan view of a unit body in the fifth embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 27 is a plan view showing the connection of two unit bodies in the fifth embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 29 is a plan view showing the combination of the horizontal isolation elastic return mechanism in the sixth embodiment of the start control and isolation device of the present invention.
  • Figure 30 is a plan view of the unit body after removing the upper panel in the sixth embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 31 is a side elevational view of the unit body in the sixth embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 32 is a plan view showing the connection of four unit bodies in the sixth embodiment of the starting and controlling vibration isolation device of the present invention.
  • Figure 33 is a diagram showing the use state of the start-control isolation device of the present invention, which is used for isolation of the host device;
  • Figure 34 is a view showing the use state of the start-control isolation device of the present invention, which is used for one of the showcase isolation;
  • Figure 35 is a view showing the use state of the start-control isolation device of the present invention, which is used for the second case of the showcase isolation.
  • Embodiment 1 of the start-up control isolation device of the preset start load of the present invention is as shown in FIG. 1 to FIG. 17, and the device includes an upper panel 3, a lower panel 2, a middle frame 4, and a vibration isolation elastic reset device with a preset starting load.
  • the lower panel 2 is used to be placed on the floor or showcase panel or On the ground
  • the upper panel 3 and the lower panel 2 are provided with a wiring area 101 for the power supply line or the data line to pass.
  • the seismic isolation elastic resetting device comprises two sets of horizontal isolation elastic resetting mechanism 1 and five sets of vertical isolation.
  • the elastic return mechanism 6 is located above the vertical isolation elastic return mechanism 6.
  • the device has a horizontal isolation elastic return mechanism 1 and a vertical isolation elastic reset mechanism 6, which can be combined to realize vertical and horizontal three-dimensional isolation. Separate use enables vertical isolation and horizontal isolation to ensure the safety of protected equipment or cultural relics during an earthquake.
  • the upper panel 3 is for supporting the protected device
  • the middle frame 4 is a hollow rectangular frame
  • the middle frame 4 is located between the upper panel 3 and the lower panel 2, respectively connected to the upper panel 3 and the lower panel 2, and the lower panel 2
  • two transverse rail pairs are disposed laterally between the lower portion of the upper panel 3 and the upper portion of the middle frame 4
  • two longitudinal rails are longitudinally disposed between the upper portion of the lower panel 2 and the lower portion of the middle frame 4.
  • the structure of the lateral rail pair and the longitudinal rail pair is exactly the same, collectively referred to as the rail pair 5, the lateral rail pair and the longitudinal rail pair are both disposed at the peripheral edge of the middle frame 4, the lateral rail pair supports the upper panel 3, and the longitudinal rail pair Supporting the middle frame 4, the horizontal starting control isolation device has a good anti-overturning function, and the device can also realize any horizontal movement through the double-layer bidirectional guide.
  • Two sets of horizontally isolated elastic return mechanisms 1 are coupled to the corresponding upper panel 3 or lower panel 2.
  • the two sets of horizontal isolation elastic returning mechanisms in this embodiment have the same structure, one set in the lateral direction and the longitudinal direction, and two sets of isolated elastic restoring mechanisms are orthogonally arranged in the middle frame 4 in the lateral direction and the longitudinal direction, and two sets of horizontal isolation elastic
  • the reset mechanism structure is located between the upper panel 3 and the lower panel 2, and a horizontally disposed horizontal isolation elastic return mechanism structure is laterally erected on the upper part of the middle frame 4, and is coupled with the upper panel 3, and a horizontally set horizontal isolation is provided.
  • the elastic reset mechanism structure is longitudinally erected on the lower part of the middle frame 4 and coupled with the lower panel 2, and the horizontal isolation elastic reset mechanism can preset the starting load, and starts when the external load generated by the vibration is greater than the preset starting load, and It has the ability to move in accordance with the deformation of the isolation layer.
  • the horizontal isolation elastic return mechanism of the embodiment includes a spiral steel spring 12, a guide rod 13, a stopper 15, a tie rod 14, a bushing 20, a first slider 16, and a damping shear sleeve 17, and the guide rod 13 is horizontally disposed.
  • the first slider 16 is sleeved in the middle of the guide rod 13, and the stopper 15 is two pieces, respectively respectively abutting the two inner sides of the middle frame 4, and the two blocks 15 are respectively fitted on the end of the guide rod 13 through the bushing 20
  • the spiral steel spring 12 is set on the guide rod 13.
  • the spiral steel spring 12 is two of the same structure, respectively located on the left and right sides of the first slider 16, and the two ends of the spiral steel spring 12 are respectively associated with the stopper 15 and the damping
  • the shearing sleeves 17 are in contact with each other, and the two rods 14 are located on the left and right sides of the first sliding block 16, and the pulling rods 14 pass through the first sliding block 16 and are connected to the blocking block 15, and the spiral steel spring 12 is
  • the pre-pressed spiral steel spring the spiral steel spring 12 is in a pre-pressed state when it is not subjected to the initial position of the vibration, and has a preset starting load, and has a pre-compression length L2 of 150 mm.
  • the first slider 16 of the horizontally-set horizontal isolation elastic reset mechanism is coupled with the upper panel 3, and the first slider 16 and the lower panel 2 of the horizontally-separated horizontal isolation elastic reset mechanism are disposed longitudinally. Join.
  • the guide rod 13 in this embodiment is a round rod, and a damping groove 13a is opened in the middle of the guiding rod 13 in the axial direction, and both ends of the damping groove 13a are sealed.
  • the thread is machined at both ends of the guide rod 13, and the nut 18 is disposed thereon to facilitate the fixing of the stopper 15 to the middle frame 4.
  • the damping groove 13a is filled with a viscous damping liquid 21, and the first sliding block 16 is embedded with a damping shearing block 17, the damping shearing sleeve 17 has a shearing blade 17a, and the shearing blade 17a extends into the damping groove.
  • the damping shearing sleeve 17 is disposed in the middle of the guiding rod 13, and the two spiral steel springs 12 are respectively located on the left and right sides of the damping shearing sleeve 17, and the two spiral steel springs 12 respectively It is in conflict with the damping shear sleeve 17.
  • the shearing blade 17a and the damping fluid 21 are added, and the first sliding block 16 is hindered by the damping force when sliding along the axial direction of the guiding rod, which can further improve the seismic resistance of the device.
  • the elastic buffer sheet 19 is disposed at the contact position of the end of the guide rod 13 and the nut 18, and the surface of the stopper 15, the tie rod 14 and the first slider 16 are also adhered.
  • the layer is elastically cushioned 19 to reduce the impact during the movement.
  • the device further includes a lower connecting plate 11, an upper connecting plate 9 and an upper cavity 8, and the lower connecting plate 11 is mounted on the upper plate 2.
  • the five sets of vertically isolated elastic resetting mechanisms in this embodiment have basically the same structure, including The guide rod 13, the stopper 15, the spiral steel spring 12 and the steel strand 22, the guide rod 13 is vertically disposed, the stopper 15 is two pieces, and the lower block is fixed to the lower coupling plate 11, respectively, which are respectively set on the guide rod 13 At the end, the bottom end of the guide rod 13 is vertically inserted into the lower coupling plate 11 and fixed to the lower coupling plate 11, and the spiral steel spring 12 is one, which is fitted on the guide rod 13 and located between the two stoppers 15.
  • the steel strands 22 are two, and the two ends of the steel strands 22 are respectively connected to the two stoppers 15 for tensioning, and the steel strands 22 are used for connecting the stoppers 15 at both ends of the spiral steel spring 12.
  • the guide rod 13 passes through the upper coupling plate 9, and the upper chamber 8 is mounted on the upper coupling plate 9.
  • the spiral steel spring 12 is a preloaded spiral steel spring, and the spiral steel spring 12 is in a preloaded state at an initial position free from vibration, and has a preloading length L4 of 100 mm.
  • the guide rod 13 and the lower joint plate 10 are fixed by welding and pass through the upper connecting plate 9.
  • Another set of vertical isolation elastic reset mechanism is installed in the middle position of the device, the vertical isolation elastic reset device is disposed in the sleeve 7, and the sleeve 7 is welded and fixed to the upper joint plate 9, the vertical isolation elastic
  • the reset device guide rod 13 is fixed to the lower link plate 10, passes through the sleeve 7 and the upper link plate 9, and is fixed to the upper block 15 by a nut 18.
  • the spiral steel spring 12 is in a preloaded state when it is not subjected to the initial position of the vibration, and has a preset starting load having a preloading length L4.
  • the working process of the horizontal isolation elastic reset mechanism in this embodiment is as follows: when the seismic response of the device is greater than the corresponding load of the set spring compression, the device isolation device starts working, and if the upper panel 3 and the middle frame 4 are relatively displaced, one side The pull rod 14 drives the same side stop 15 to move, the compression amount of the spiral steel spring 12 increases, and the other side pull rod 14 is in a relaxed state. When the reverse movement occurs, the spiral steel spring 12 is gradually reset to the initial state and the other side pull rod 14 is The other side stopper 15 is gradually moved to realize the movement function.
  • the equipment isolation device is turned off, and the device returns to the initial position state under the preloading force of the spiral steel spring 12.
  • the lower plate 2 and the middle frame 4 move in the same manner as above.
  • the working process of the vertical isolation elastic reset mechanism is as follows: when the seismic response of the device is greater than the corresponding load of the spring compression, the equipment isolation device starts to work, and when the device moves downward, the upper coupling plate 9 is compressed and set.
  • the vertical isolation elastic reset device 6 has a vertical isolation elastic reset device 6 disposed in the middle of the original working state; when the device moves upward, the vertical isolation elastic reset device 6 disposed around is gradually restored to the original state, and the intermediate setting is performed.
  • the vertical isolation elastic reset device 6 is driven by the sleeve 7 to gradually compress the spring 15 to realize the motion function.
  • FIG. 16 shows the relationship between the horizontal force and the horizontal displacement corresponding to the conventional isolation and the preset starting load.
  • the working process of the preset starting load isolation device is as follows: in the event of an earthquake, the seismic amplitude has a series of processes such as a small value and a large amplitude. During the process of the small amplitude, the isolation device does not start, and the protected object passes. Self-seismic safety guarantee; in the process of large earthquake amplitude, the seismic action of the protected object increases. When it is greater than the preset starting load, the device starts to work and protects the protected object.
  • the isolation device under the action of small horizontal force, the isolation device is deformed, and the horizontal displacement increases with the increase of the force; the first stiffness and the second stiffness exist in the skeleton curve of the isolated elastic reset mechanism with preset starting load.
  • the first stiffness is determined by the stiffness of the elastic buffer sheet 19, and the stiffness value is large.
  • the second stiffness is the same as the conventional post-yield yield stiffness.
  • the test curve is shown in FIG. 17, and the data table corresponding to the test curve is shown in Table 1.
  • the elastic isolation plate 19 of the preset starting load When the horizontal force is less than the preset starting load, the elastic isolation plate 19 of the preset starting load only has a small deformation, and the device starts to deform after being greater than the preset starting load. Under the action of the same horizontal force F, the displacement elastic restoring mechanism of the preset starting load has a displacement of d1, and the displacement of the conventional isolation device is d2, indicating that the seismic isolation elastic reset of the preset starting load under the same isolation effect condition The deformation d1 of the mechanism is much smaller than the deformation d2 of the conventional isolation device.
  • the start-controlled isolation device has the following distinctive features:
  • the isolation device combines the respective characteristics of the protected object and the earthquake, and uses the starting force as a control means to achieve the purpose of seismic protection of the protected object. Whether the object to be protected is related to its aspect ratio and the magnitude of the earthquake force is affected. When the earthquake force is small, the object to be protected is stable. This performance is verified in theoretical analysis and test; when the magnitude of the earthquake is large The device starts to work and achieves isolation protection for the protected object;
  • the isolation device can withstand small earthquakes and has small deformation.
  • the start-controlled isolation device is pre-stressed by the steel spring. Under the action of strong earthquakes, the device only produces limited deformation.
  • the start-control isolation device can be processed into a smaller size, which can meet the conditions of installation space and limited space. In turn, the scope of application of the control and isolation device is greatly improved.
  • Table 1 Comparison table of force and displacement of the isolation control isolation device in the first embodiment
  • the horizontal isolation elastic reset mechanism and the vertical isolation elastic reset mechanism in this embodiment can be used alone or in combination, and the horizontal isolation elastic reset mechanism can be used for horizontal isolation, and the vertical isolation elastic reset mechanism can be used alone. Vertical isolation is achieved, and the combination of the two can achieve vertical and horizontal three-dimensional isolation.
  • the start-up control flat-isolation device comprises at least one set of horizontally-isolated elastic restoring mechanisms of the same structure arranged orthogonally in the lateral direction and the longitudinal direction in the middle frame, preferably horizontally disposed horizontally isolated elastic
  • the reset mechanism has the same number of sets of horizontal isolation elastic reset mechanisms as the longitudinal direction, such as one set or two sets or three sets.
  • the seismic isolation elastic return mechanism is a horizontal isolation elastic return mechanism including only a guide rod, a stopper, a spiral steel spring and a stranded wire, and the spiral steel spring is one, and both ends of the spiral steel spring
  • the strands are four, one end of the strand is connected with the block, and the other end is connected with the panel.
  • the guide rail pair may be a horizontal slider such as a cross roller guide, a roller linear guide, a ball linear guide or a slide guide pair.
  • the preset starting load preloading length L2 of the horizontal isolation elastic returning mechanism can be in the range of 25 mm to 250 mm; the preset starting load preloading length L4 of the vertical isolation elastic returning mechanism can be The value ranges from 30mm to 150mm.
  • the horizontal isolation elastic reset mechanism can be changed as follows: at this time, the horizontal isolation elastic return mechanism uses only one spiral steel spring, and the damping shear sleeve 17 can be omitted, and the horizontal isolation elastic
  • the reset mechanism includes a guide rod 13, a stopper 15, a tie rod 14, a first slider 16, and a spiral steel spring 12.
  • the guide rod 13 is horizontally disposed, and the stopper 15 is two pieces, which are respectively set in the guide At both ends of the rod 13, the first slider 16 is set in the middle of the guide rod 13, and the spiral steel spring 12 is a pre-pressed spiral steel spring.
  • the spiral steel spring 12 is set on the guide rod 13 between the blocks 15.
  • the spiral steel spring 12 passes through the first sliding block 16, and the two ends of the spiral steel spring 12 respectively interfere with the two blocking blocks 15, and the two pulling rods 14 are located on the left and right sides of the first sliding block 16 respectively.
  • the pull rod 14 passes through the first slider 16 and is connected to the stopper 15.
  • the spiral steel spring has a preloading length L1, and a preset starting load exists.
  • a vertical damper may be added between the upper coupling plate 9 and the lower coupling plate 11, and the damper may be a speed type viscous damper or a displacement damper device to enhance the vertical earthquake resistance. ability.
  • a horizontal damper may be added between the upper panel 3 and the lower panel 2.
  • the damper may be a speed type viscous damper or a displacement type damper device to enhance the horizontal seismic resistance.
  • the device of the embodiment of the present invention can be configured with the following steps: the device includes the upper panel and the lower panel. Two sets of oblique orthogonal guide rails are arranged between the upper panel and the lower panel, and the horizontal isolation elastic returning mechanism is two sets, and two sets of horizontal isolation elastic reset mechanisms are obliquely arranged orthogonally between the upper panel and the lower panel.
  • the horizontal isolation elastic reset mechanism is coupled with the upper panel
  • the other horizontal seismic isolation elastic reset mechanism is coupled with the lower panel
  • the two sets of horizontal isolation elastic reset mechanisms are coupled by corresponding sliders, and simultaneously pass the slider and the guide rail.
  • the secondary connection is provided, and the horizontal isolation elastic reset mechanism has a preset starting load. When the external load generated by the vibration is greater than the preset starting load, the starting is started, and the moving ability is adapted to the deformation of the isolation layer.
  • the start-up isolation isolation method of the preset start load is simultaneously disclosed, and the start-up load is preset by the isolation elastic reset mechanism in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset start load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
  • the seismic isolation elastic reset device of the present embodiment includes only the horizontal isolation elastic reset mechanism.
  • the vertical isolation elastic reset mechanism is not provided, and the coupling plate and the upper cavity are omitted.
  • two sets of horizontal isolation elastic reset mechanisms are disposed in the lateral direction and the longitudinal direction, and four sets of horizontal isolation elastic return mechanisms are perpendicularly arranged in the lateral direction and the longitudinal direction, and are arranged in a trapezoidal shape on the side of the middle frame 4, each of which Both ends of the elastic isolation mechanism are fixedly coupled to the middle frame 4 through the guide rods 13.
  • the first slider 16 in the lateral isolation elastic return mechanism is coupled with the upper panel 3, and the longitudinal isolation elastic reset mechanism
  • the first slider 16 is coupled to the lower panel 2, and the activation control elastic reset device provides a horizontal restoring force to the device.
  • the rest of the structure is the same as in the first embodiment.
  • the seismic isolation resetting device of the present embodiment includes only the horizontal isolation elastic reset mechanism.
  • the vertical isolation elastic reset mechanism is not provided, and the coupling plate and the upper cavity are omitted.
  • the seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, and the horizontal isolation elastic return mechanism is provided in a lateral direction and a longitudinal direction.
  • the horizontal isolation elastic reset mechanism includes a guide rod 13, a stopper 15, and a spiral steel.
  • the spring 12, the steel strand 22 and the second slider 23, the guide rod 13 is horizontally disposed, the second slider 23 is set in the middle of the guide rod 13, and the stopper 15 is four, and the two stoppers 15 are respectively set on the guide rod
  • the two ends of the 13 are respectively disposed in the middle of the guide rod 13 and are in contact with the second slider 23.
  • the spiral steel springs 12 are two of the same structure, respectively located on the left and right sides of the second slider 23.
  • the spiral steel spring 12 is set on the guide rod 13 between the corresponding two blocks 15.
  • the two ends of the spiral steel spring 12 respectively interfere with the corresponding two blocks 15, and the steel strand 22 is guided along the guide.
  • Four axially disposed rods 7 are located on the left and right sides of the second slider 23, and two ends of the steel strands 22 are respectively connected to the corresponding two blocks 15 and the steel strands 22 are used for
  • a stopper 15 is coupled to both ends of the spiral steel spring 12.
  • the steel strands 22 in this embodiment are disposed at least four, symmetrically disposed on the left and right sides of the second slider 23.
  • the spiral steel spring 12 is a pre-pressed spiral steel spring, and the spiral steel spring 12 is in a pre-pressed state when it is not subjected to the initial position of the vibration, and has a pre-pressing length L3, and there is a preset starting load, and the external load generated when the vibration is greater than the preset
  • the start-up is started after the load is started, so that the isolated elastic return mechanism has a function of a preset starting load.
  • the two sets of horizontal isolation elastic returning mechanisms are linked, the guiding rod 13 passes through the pre-pressing spiral steel spring assembly and the second sliding block 23, and the two ends of the guiding rod 13 are respectively fixedly coupled with the middle frame 4, and the horizontal direction
  • the second slider 23 of the set of horizontal isolation elastic reset mechanism is coupled with the upper panel 3
  • the second slider 23 of the horizontally-separated horizontal isolation elastic reset mechanism is coupled with the lower panel 2 to start Controlling the elastic reset device provides horizontal restoring force to the device.
  • the steel wire 22 of the present embodiment may also be two or four axially disposed along the guide rod 7, and generally requires at least two.
  • the spiral steel spring 12 is in a pre-pressing state at the initial stage, and the pre-pressing amount is determined by satisfying the equipment reset, the starting control load and the project need, the pre-pressing length L3 can be set to 150 mm, and the block 15 is pasted with a layer of elastic buffer sheet. To reduce the impact during the movement.
  • the working process of the start-up control elastic reset device in this embodiment is as follows: when the seismic response of the device is greater than the load corresponding to the set spring compression amount, the device isolation device starts to work, if the upper panel 3 and the middle frame 4 are relatively displaced, the second slide The block 23 compresses the spiral steel spring 12, the spring compression amount increases, and the other side spiral steel spring 12 is in an initial state; when the reverse movement occurs, the second slider 23 compresses the other side spiral steel spring 12 after exceeding the initial position, The opposite compression spiral steel spring 12 is in an initial state.
  • the equipment isolation device is closed, and the device is preloaded in the spiral steel spring 12. Restore the initial position state under the action.
  • the movement of the lower plate 2 and the middle frame 4 is the same as that of the upper panel 3.
  • the start-up control elastic reset device includes at least one set of the same structure orthogonally disposed in the middle frame in the lateral direction and the longitudinal direction, preferably a laterally disposed start-up control elastic reset device and a longitudinally set start control
  • the number of sets of elastic reset devices is the same.
  • the preloading length L3 can take values in the range of 25 mm to 300 mm.
  • a start-up control isolation method for presetting the starting load is also disclosed, and the starting load is preset by the start-up elastic reset device in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset starting load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
  • the seismic isolation resetting device of the present embodiment includes only the horizontal isolation elastic reset mechanism, and is not provided.
  • the vertical isolation elastic return mechanism omits the coupling plate and the upper cavity at the same time.
  • the horizontal isolation elastic return mechanism in this embodiment is the same as the first embodiment, and is two sets, but the middle frame is a split structure, which causes the connection relationship between the horizontal isolation elastic return mechanism and the middle frame and the panel to change.
  • the middle frame is a combined frame composed of two intermediate connecting plates 28, and two horizontal guide rail pairs are disposed between the lower portion of the upper panel 3 and the upper portion of the intermediate connecting plate 28 located above, and the two longitudinal rail pairs are disposed under Between the upper portion of the panel 2 and the lower portion of the intermediate coupling plate 28 located below, the lateral rail pair and the longitudinal rail pair are respectively disposed at the peripheral positions of the upper panel 3 and the lower panel 2, and the two intermediate coupling plates 28 are carried out by a plurality of bolts.
  • the horizontally-separated horizontal isolation elastic reset mechanism is laterally disposed between the lower portion of the upper panel 3 and the upper portion of the intermediate coupling plate 28 located above, and the longitudinally-separated horizontal isolation elastic reset mechanism is longitudinally disposed at the upper portion of the lower panel 2 and below. Between the upper portions of one intermediate link plate 28, the horizontal isolation elastic return mechanism is coupled to the corresponding upper panel 3 or lower panel 2 by corresponding sliders.
  • the guide rail pair may be a horizontal slider such as a cross roller guide, a roller linear guide, a ball linear guide or a slide guide pair.
  • the fifth embodiment of the starting control isolation device for presetting the starting load of the present invention is shown in FIGS. 25 to 27.
  • the function is the change of the first embodiment.
  • the horizontal start control isolation device can be set in the form of a unit body.
  • the unit body includes the upper panel 3, the lower panel 2, the middle frame rod 24, the horizontal and vertical guide rails 5, and the horizontal and vertical start control flexibility.
  • the reset device 1, the middle frame rod 24 is located between the upper joint plate 3 and the lower joint plate 2
  • the lateral start control elastic return device 1 is located between the middle frame rod 24 and the upper joint plate 2
  • the longitudinal start control elastic reset device 1 is located in the middle frame Between the rod 24 and the lower plate 2.
  • Two or more of the unit bodies are combined to form a horizontally actuated isolation device through the coupling rod 25, and a coupling rod 25 is used at both ends of the middle frame rod 24 to form a middle frame.
  • the rest of the structure is the same as in the first embodiment.
  • a start-up control isolation method for presetting the starting load is also disclosed, and the starting load is preset by the start-up elastic reset device in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset starting load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
  • the sixth embodiment of the starting control isolation device for presetting the starting load of the present invention is shown in FIGS. 28 to 32.
  • the functions of the first embodiment and the sixth embodiment are changed.
  • the horizontal start control isolation device can be set into a unit body form, and the start control load isolation device with preset start load is four sets, and the unit body is integrated by the connecting rod 25, and the unit body includes Upper panel 3, lower panel 2, horizontal isolation elastic reset combination mechanism 100.
  • the horizontally isolated elastic return combination mechanism 100 includes a start control elastic returning device 1, a fixed frame 26 and a sliding track pair 27, and the first slider 16 is coupled with the sliding track pair 27 to bear vertical loads and also to move along the track.
  • the unit body comprises two sets of horizontally isolating elastic restoring mechanism 100, and the two pieces are orthogonally coupled into one body, and the upper horizontal isolation and elastic restoring combination mechanism 100 is obliquely coupled with the upper panel 3, and the lower horizontal isolation and elastic restoring combination mechanism 100 is obliquely Connected to the lower panel 2.
  • Four or more unit bodies are formed by the coupling rod 25 to form a horizontally-starting control isolation device, and the rest of the structure is the same as that of the first embodiment.
  • the horizontal isolation elastic returning mechanism is obliquely disposed, and the seismic isolation elastic resetting mechanism has an inclined angle of 45° with the horizontal horizontal direction.
  • the two sets of elastic isolation elastic reset The mechanism is diagonally erected within the middle frame.
  • a start-up control isolation method for presetting the starting load is also disclosed, and the starting load is preset by the start-up elastic reset device in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset starting load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
  • the horizontal isolation elastic return mechanism in the first embodiment to the sixth embodiment of the present invention can be used interchangeably.
  • the horizontal isolation elastic reset mechanism in the third embodiment can be directly used in the embodiment.
  • the vertical isolation elastic reset mechanism and the corresponding coupling plate and upper cavity in the first embodiment of the present invention can also be directly applied to the second embodiment to the sixth embodiment.
  • the various modifications of the horizontal isolation elastic return mechanism and the vertical isolation elastic return mechanism in the first embodiment of the present invention are also applicable to the second embodiment to the sixth embodiment.
  • the vibration isolation device of the first embodiment to the sixth embodiment of the present invention can be used not only for sill isolation on the floor or the showcase panel or the ground, but also for use in the multi-purpose structure for achieving vibration isolation, and the host device 201 shown in FIG. The earthquake or the showcase 202 shown in Figs. 34 and 35 is isolated.

Abstract

Disclosed are a seismic isolation elastic restoring mechanism with a pre-set starting load and a starting control seismic isolation device. The seismic isolation elastic restoring mechanism comprises a guide rod (13), stop blocks (15), and a pre-set starting load elastic unit. There are at least two of the stop blocks (15), and the stop blocks (15) are sleeved on the guide rod (13). The pre-set starting load elastic unit is provided with a helical steel spring (12); the helical steel spring (12) is sleeved on the guide rod (13) and is located between the stop blocks (15), and the helical steel spring (12) is a pre-compressed helical steel spring and has a pre-compressed length. Since the pre-set starting load exists, starting can begin only after an external load produced by a seism is higher than the pre-set starting load, and thereby the seismic isolation elastic restoring mechanism has a function of pre-setting the starting load.

Description

预设启动荷载的隔震弹性复位机构和启动控制隔震设备Seismic isolation elastic reset mechanism and start control isolation device with preset starting load 技术领域Technical field
本发明涉及抗震领域中的设备,具体是指预设启动荷载的隔震弹性复位机构和启动控制隔震设备。The invention relates to equipment in the field of earthquake resistance, in particular to a vibration isolation elastic reset mechanism and a start control isolation device which are preset starting loads.
背景技术Background technique
减震控制技术作为上世纪最具代表性的革新性结构抗震技术,为工程抗震减灾提供了新的手段和研究方向。As the most representative innovative structural seismic technology in the last century, the damping control technology provides new means and research direction for engineering earthquake disaster reduction.
水平隔震结构体系通过设置隔震层,将结构分为上部结构、隔震层和下部结构三部分,地震能量经由下部结构传到隔震层,由隔震层的隔震装置吸收并消耗主要地震能量后,仅有少部分能量传到上部结构。隔震层的设置改变了上部结构的自振周期,降低了结构的地震反应,确保上部结构在大地震时仍可处于弹性状态,或保持在弹塑性变形的初期状态。The horizontal isolation structure system is divided into three parts: the upper structure, the isolation layer and the lower structure. The seismic energy is transmitted to the isolation layer through the lower structure, and is absorbed and consumed by the isolation device of the isolation layer. After the seismic energy, only a small part of the energy is transferred to the superstructure. The setting of the isolation layer changes the natural vibration period of the superstructure, reduces the seismic response of the structure, and ensures that the superstructure can remain in an elastic state during a large earthquake or remain in an initial state of elastoplastic deformation.
与工程隔震不同的是,设备隔震由于被保护物体重量轻,结构对地震输入存在放大效应,且设备隔震装置变形能力受装置尺寸限制。设备隔震中装置起动条件和装置抵抗超大震能力变得尤其突出。Different from engineering isolation, equipment isolation has a lightening effect on the seismic input due to the light weight of the protected object, and the deformation capability of the equipment isolation device is limited by the size of the device. The starting condition of the device and the ability of the device to resist excessive earthquakes in the isolation of the equipment become particularly prominent.
本公司即佛山市百安居减震科技有限公司已经成功申请了以天然橡胶支座作为弹性复位装置的设备隔震装置专利,其专利号为ZL201420209702.6。采用该隔震装置的被保护设备或文物其地震作用下反应可大大降低,从而保护其在地震作用下的安全。但是该专利仍然有三个未很好解决的问题,其一是由橡胶弹性复位装置的耐久性问题,其二弹性复位装置的复位功能还有瑕疵,其三是装置的启动问题。The company, Foshan Baianju Shock Absorption Technology Co., Ltd. has successfully applied for the patent of the equipment for isolation of the natural rubber bearing as the elastic reset device. The patent number is ZL201420209702.6. The protected equipment or cultural relics using the isolation device can be greatly reduced in response to earthquakes, thereby protecting its safety under earthquake action. However, this patent still has three problems that are not well solved. One is the durability problem of the rubber elastic reset device, the reset function of the two elastic reset devices is also flawed, and the third is the startup problem of the device.
一般情况下,隔震装置变形会随地震强度增加而增大,而有些隔震装置变形空间会受到限制,如展柜中的文物,如何保护该类物体在强地震下的安全,是设备隔震一大难题。Under normal circumstances, the deformation of the isolation device will increase with the increase of the seismic intensity, and the deformation space of some isolation devices will be limited. For example, the cultural relics in the showcase can protect the safety of such objects under strong earthquakes. A big problem.
发明内容Summary of the invention
本发明目的之一是提供预设启动荷载的隔震弹性复位机构,该隔震弹性复位机构存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动。One of the objects of the present invention is to provide a shock isolation elastic reset mechanism that presets a starting load. The isolated elastic reset mechanism has a preset starting load, and starts when the external load generated by the vibration is greater than a preset starting load.
本发明上述目的通过如下技术方案来实现的:预设启动荷载的隔震弹性复位机构,其特征在于:所述隔震弹性复位机构包括导杆、挡块以及预设启动荷载弹性单元,所述挡块为至少两块,挡块套 装在所述导杆上,所述的预设启动荷载弹性单元具有螺旋钢弹簧,所述的螺旋钢弹簧套装在导杆上,并且位于挡块之间,所述的螺旋钢弹簧为预压螺旋钢弹簧,具有预压长度,存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,从而使得所述的隔震弹性复位机构具有预设启动荷载的功能。The above object of the present invention is achieved by the following technical solution: a shock isolation elastic reset mechanism that presets a starting load, wherein the seismic isolation elastic reset mechanism comprises a guide rod, a stopper and a preset starting load elastic unit, The block is at least two, the block sleeve Mounted on the guide rod, the preset starting load elastic unit has a spiral steel spring, the spiral steel spring is set on the guiding rod and is located between the blocks, and the spiral steel spring is preloaded The spiral steel spring has a preloading length, and a preset starting load exists. When the external load generated by the vibration is greater than the preset starting load, the starting is started, so that the isolated elastic resetting mechanism has a function of a preset starting load.
本发明的隔震弹性复位机构中,优先采用钢弹簧组件或钢弹簧装置,利用螺旋钢弹簧的预压变形来储存预设启动荷载。In the seismic isolation elastic reset mechanism of the present invention, a steel spring assembly or a steel spring device is preferably used, and the pre-compression deformation of the spiral steel spring is used to store the preset starting load.
本发明的隔震弹性复位机构可以为水平隔震弹性复位机构,也可以为竖向隔震弹性复位机构,其预设启动荷载的原理和过程相同,当其为水平隔震弹性复位机构时,可以采用如下三种结构:The seismic isolation elastic reset mechanism of the present invention may be a horizontal isolation elastic reset mechanism or a vertical isolation elastic reset mechanism, and the principle and process of the preset start load are the same, when it is a horizontal isolation elastic reset mechanism, The following three structures can be used:
结构一:所述的隔震弹性复位机构为水平隔震弹性复位机构,能够实现水平隔震,所述的导杆水平设置,所述的挡块为两块,分别套装在导杆的两端,所述的预设启动荷载弹性单元还包括拉杆和第一滑块,第一滑块套装在导杆的中部,所述的螺旋钢弹簧为一根,螺旋钢弹簧穿过第一滑块,螺旋钢弹簧的两端分别与两块挡块相抵触,所述的拉杆为四根,位于第一滑块的左右两侧各两根,拉杆的两端分别与挡块和第一滑块相连接,所述的螺旋钢弹簧具有预压长度L1。Structure 1: The seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, the guide rod is horizontally arranged, and the two blocks are respectively arranged at two ends of the guide rod. The preset starting load elastic unit further includes a pull rod and a first sliding block, the first sliding sleeve is set in the middle of the guiding rod, the spiral steel spring is one, and the spiral steel spring passes through the first sliding block. The two ends of the spiral steel spring are respectively in contact with the two blocks, and the two pull rods are located on the left and right sides of the first slider, and the two ends of the pull rod are respectively opposite to the block and the first slider. Connected, the spiral steel spring has a preloading length L1.
所述预压长度L1为50~500mm。The pre-compression length L1 is 50 to 500 mm.
该结构中,螺旋钢弹簧穿过滑块中部,在初始时处于预压状态,预压量由满足设备复位、启动控制荷载和项目需要共同确定。螺旋钢弹簧工作时,通过滑块移动带动一端拉杆移动挡块,从而来压缩螺旋钢弹簧,提供弹性复位,另一端拉杆处于松弛状态。所述挡块、拉杆和滑块的表面均粘贴有一层弹性缓冲片,以减小运动过程中的冲击和噪声。In this structure, the spiral steel spring passes through the middle of the slider and is pre-stressed at the initial stage. The pre-pressure is determined by meeting the equipment reset, starting control load and project requirements. When the spiral steel spring is working, the one end pull rod moves the stopper by the movement of the slider, thereby compressing the spiral steel spring to provide elastic reset, and the other end pull rod is in a relaxed state. A surface of the stopper, the tie rod and the slider are adhered with a layer of elastic buffer to reduce impact and noise during the movement.
上述结构中当拉杆采用绞线替代时,可取消第一滑块,绞线一端与挡块相联,另一端与面板固定。In the above structure, when the tie rod is replaced by a stranded wire, the first slider can be eliminated, one end of the stranded wire is connected to the stopper, and the other end is fixed to the panel.
结构二:所述的隔震弹性复位机构为水平隔震弹性复位机构,能够实现水平隔震,所述的导杆水平设置,所述的挡块为两块,分别套装在导杆的两端,所述的预设启动荷载弹性单元还包括拉杆和第一滑块,第一滑块套装在导杆的中部,所述的螺旋钢弹簧为结构相同的两根,分别位于第一滑块的左右两侧,螺旋钢弹簧的一端穿过第一滑块,另一端与挡块相抵触,所述的拉杆为四根,位于第一滑块的左右两侧各两根,拉杆的两端分别与挡块和第一滑块相连接,所述的螺旋钢弹簧具有预压长度L2。Structure 2: The seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, the guide rod is horizontally disposed, and the two blocks are respectively disposed at two ends of the guide rod. The preset starting load elastic unit further includes a pull rod and a first sliding block, the first sliding block is set in the middle of the guiding rod, and the spiral steel spring is two in the same structure, respectively located in the first sliding block On the left and right sides, one end of the spiral steel spring passes through the first slider, and the other end is in contact with the stopper. The tie rods are four, and two on the left and right sides of the first slider, and the two ends of the rod are respectively The spiral steel spring has a preloading length L2 connected to the stopper and the first slider.
所述预压长度L2为25mm~250mm,L2的长度为L1的二分之一。The pre-compression length L2 is 25 mm to 250 mm, and the length of L2 is one-half of L1.
本发明的水平隔震弹性复位机构是通过预压钢弹簧来实现,隔震弹性复位机构也可自带阻尼,阻尼液可设置在导杆中,作为优选实施方式,本发明可以做如下改进:所述的导杆为圆杆,导杆中 部沿轴向开设有阻尼槽,所述阻尼槽内盛装有粘滞阻尼液,阻尼剪切套块可设置在所述挡块之内或所述第一滑块之内,作为优选方案,第一滑块内直接嵌装阻尼剪切套块,所述的阻尼剪切套块具有剪切桨叶,剪切桨叶伸入阻尼槽内的粘滞阻尼液中,所述挡块或第一滑块沿导杆轴向滑动时会受到阻尼力的阻碍,进一步提高该隔震弹性复位机构的隔震能力。The horizontal isolation elastic returning mechanism of the invention is realized by pre-pressing the steel spring, the seismic isolation elastic resetting mechanism can also be self-damped, and the damping fluid can be disposed in the guiding rod. As a preferred embodiment, the invention can be improved as follows: The guiding rod is a round rod, and the guiding rod is a damping groove is arranged in the axial direction, and the damping groove is filled with a viscous damping liquid, and the damping shearing sleeve can be disposed in the stopper or in the first sliding block, as a preferred solution, A damping shear sleeve is directly embedded in a slider, the damping shear sleeve has a shearing blade, and the shearing blade extends into a viscous damping fluid in the damping groove, the stopper or the first When the slider slides along the axial direction of the guide rod, it is hindered by the damping force, thereby further improving the isolation capability of the seismic isolation elastic reset mechanism.
作为阻尼的另一种实现方式,挡块可选用阻尼块,阻尼块与导杆形成阻尼副,其阻尼形式可以为摩擦阻尼,也可为粘滞阻尼,进一步提高该隔震弹性复位机构的隔震能力。As another implementation of the damping, the damping block may be selected as a damping block, and the damping block and the guiding rod form a damping pair, and the damping form may be friction damping or viscous damping, further improving the isolation of the isolation elastic reset mechanism. Earthquake ability.
结构三:所述的隔震弹性复位机构为水平隔震弹性复位机构,能够实现水平隔震,所述的导杆水平设置,所述的预设启动荷载弹性单元还包括钢绞线和第二滑块,第二滑块套装在导杆的中部,所述的挡块为四块,两块挡块分别套装在导杆的两端,另外两块挡块分别套装在导杆的中部,与所述的第二滑块相抵触,所述的螺旋钢弹簧为结构相同的两根,分别位于第二滑块的左右两侧,螺旋钢弹簧的两端分别与对应的两块挡块相抵触,所述的钢绞线为至少四根,位于第二滑块的左右两侧各两根,钢绞线的两端分别与对应的两块挡块拉紧相连接,钢绞线用于联接螺旋钢弹簧两端的挡块,所述的螺旋钢弹簧具有预压长度L3。Structure 3: The seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism capable of horizontal isolation, the guide rod is horizontally disposed, and the preset start load elastic unit further includes a steel strand and a second a slider, the second slider is set in the middle of the guide bar, the block is four blocks, two blocks are respectively set at the two ends of the guide bar, and the other two blocks are respectively set in the middle of the guide bar, and The second sliding block is in contact with each other, and the spiral steel springs are two of the same structure, respectively located on the left and right sides of the second sliding block, and the two ends of the spiral steel spring respectively interfere with the corresponding two blocking blocks The steel strands are at least four, and are located on the left and right sides of the second slider. The two ends of the steel strand are respectively connected with the corresponding two blocks, and the steel strands are used for coupling. A stopper at both ends of the spiral steel spring, the spiral steel spring having a preloading length L3.
所述预压长度L3为25mm~300mm。The pre-compression length L3 is 25 mm to 300 mm.
当隔震弹性复位机构为竖向隔震弹性复位机构时,其具体结构如下:所述的隔震弹性复位机构为竖向隔震弹性复位机构,能够实现竖向隔震,所述的导杆竖向设置,所述的挡块为两块,分别套装在导杆的两端,所述的预设启动荷载弹性单元还包括钢绞线,所述的螺旋钢弹簧为一根,所述的钢绞线为至少两根,钢绞线的两端分别与两块挡块拉紧相连接,钢绞线用于联接螺旋钢弹簧两端的挡块,所述的螺旋钢弹簧具有预压长度L4。When the isolation elastic returning mechanism is a vertical isolation elastic returning mechanism, the specific structure is as follows: the isolated elastic restoring mechanism is a vertical isolation elastic reset mechanism, which can realize vertical isolation, the guide rod Vertically disposed, the two blocks are respectively disposed at two ends of the guide bar, and the preset starting load elastic unit further includes a steel strand, and the spiral steel spring is one, the The steel strands are at least two, and the two ends of the steel strands are respectively connected with two stoppers, and the steel strands are used for connecting the stoppers at both ends of the spiral steel spring, and the spiral steel spring has a preloading length L4. .
所述预压长度L4为30mm~150mm。The pre-compression length L4 is 30 mm to 150 mm.
本发明在挡块上粘贴有一层弹性缓冲片,以减小运动过程中的冲击。The invention has a layer of elastic buffer sheet attached to the stopper to reduce the impact during the movement.
本发明的目的之二是提供预设启动荷载的启动控制隔震设备,该启动控制隔震设备存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,能够大大降低被保护设备或文物在地震作用下的反应,从而保护设备或文物在地震作用下的安全。The second object of the present invention is to provide a starting control isolation device with a preset starting load. The starting control isolation device has a preset starting load, and the starting load is started when the external load generated by the vibration is greater than the preset starting load, which can greatly Reduce the response of protected equipment or cultural relics under earthquakes, thus protecting the safety of equipment or cultural relics under earthquakes.
本发明的这一目的通过如下技术方案来实现的:预设启动荷载的启动控制隔震设备,包含上述的水平隔震弹性复位机构,所述设备还包括上面板、下面板和中框架,上面板用于承托被保护设备,中框架为中空的框体,中框架位于上面板和下面板之间,分别与上面板和下面板相连接,下面板用于放置在楼板、展柜面板或地面上,所述上面板下部与所述中框架上部之间横向设置有二条横向导轨副,所述下面板上部与所述中框架下部之间纵向设置有二条纵向导轨副,横向导轨副和纵向导轨 副均设置在中框架的四周边缘边,横向导轨副承托上面板,纵向导轨副承托在下面板上,使得该隔震设备具有良好的抗倾覆功能,同时该隔震设备通过双层双向导轨还能够实现任意水平方向的移动,其特征在于:所述的水平隔震弹性复位机构设置在所述中框架内,并且与对应的上面板或者下面板相联接。The object of the present invention is achieved by the following technical solution: a start-up control isolation device that presets a starting load, including the horizontal isolation elastic return mechanism described above, the device further comprising an upper panel, a lower panel and a middle frame, The panel is used to support the protected equipment, the middle frame is a hollow frame, the middle frame is located between the upper panel and the lower panel, and is respectively connected with the upper panel and the lower panel, and the lower panel is used for placing on the floor panel, the showcase panel or the ground. The two upper horizontal rails are disposed laterally between the lower portion of the upper panel and the upper portion of the middle frame, and two longitudinal rail pairs, lateral rail pairs and longitudinal rails are longitudinally disposed between the lower panel portion and the lower portion of the middle frame The auxiliary pair is disposed at the peripheral edge of the middle frame, the lateral guide rail supports the upper panel, and the longitudinal guide rail supports the upper panel, so that the isolation device has a good anti-overturning function, and the isolation device passes through the double-layer bidirectional guide rail. It is also possible to achieve any horizontal movement, characterized in that the horizontally isolated elastic resetting mechanism is disposed in the middle frame and coupled to the corresponding upper or lower panel.
本发明的水平隔震弹性复位机构设置在设备的中框架中,可以采用多种设置方式,比如水平横向、纵向设置;中框架中可改为两层中间联接板,上面板与其中一块中间联接板之间设置二条平行横向导轨副和一套横向水平隔震弹性复位机构,下面板与其中另一块中间联接板之间设置二条平行纵向导轨副和一套纵向水平隔震弹性复位机构,两块中间联接板通过螺栓进行联接成整体,所述的导轨副可选用交叉滚柱导轨、滚柱直线导轨、滚珠直线导轨或滑动导轨副;水平隔震弹性复位机构也可以水平斜向设置,这时导轨副也水平斜向设置,与水平隔震弹性复位机构平行,具体可以采用如下结构:The horizontal isolation elastic returning mechanism of the invention is arranged in the middle frame of the device, and can adopt various setting manners, such as horizontal horizontal and vertical setting; the middle frame can be changed into two intermediate connecting plates, and the upper panel is connected with one of the intermediate plates Two parallel horizontal guide rail pairs and one set of horizontal horizontal isolation elastic reset mechanism are arranged between the plates, and two parallel longitudinal guide rail pairs and one set of longitudinal horizontal isolation elastic reset mechanism are disposed between the lower panel and the other intermediate joint plate, two The intermediate connecting plate is integrally connected by bolts, and the guide rail pair can be selected by using a cross roller guide rail, a roller linear guide rail, a ball linear guide rail or a sliding guide rail pair; the horizontal isolation elastic reset mechanism can also be horizontally arranged obliquely. The guide rail pair is also arranged horizontally obliquely, parallel to the horizontal isolation elastic reset mechanism, and the following structure can be adopted:
当本发明的水平隔震弹性复位机构沿横向和纵向设置在所述中框架内,具体结构为:所述的水平隔震弹性复位机构沿横向和纵向设置在所述中框架内,并且沿横向和纵向各设置至少一套,横向设置的水平隔震弹性复位机构横向架设在中框架上,并且通过对应的滑块与所述的上面板相联接,纵向设置的水平隔震弹性复位机构纵向架设在中框架上,并且通过对应的滑块与所述的下面板相联接,所述的水平隔震弹性复位机构存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,且具有与隔震层变形相适应的运动能力。When the horizontally-isolated elastic restoring mechanism of the present invention is disposed in the middle frame in the lateral direction and the longitudinal direction, the specific structure is that the horizontally-isolated elastic restoring mechanism is disposed in the middle frame in the lateral direction and the longitudinal direction, and is laterally And at least one set of each of the longitudinal direction, the horizontally disposed horizontal isolation elastic returning mechanism is erected on the middle frame, and is coupled with the upper panel by a corresponding slider, and longitudinally erecting the horizontally-separated horizontal isolation elastic return mechanism On the middle frame, and connected to the lower panel by a corresponding slider, the horizontal isolation elastic reset mechanism has a preset starting load, and the external load generated by the vibration is greater than the preset starting load. Start-up and has the ability to move in accordance with the deformation of the isolation layer.
作为本发明的优选实施方式之一,所述的水平隔震弹性复位机构沿横向和纵向各一套,两套水平隔震弹性复位机构沿横向和纵向正交架设在所述中框架内。As one of the preferred embodiments of the present invention, the horizontal isolation elastic return mechanism is provided in a set in the lateral direction and the longitudinal direction, and two sets of horizontal isolation elastic return mechanisms are orthogonally disposed in the middle frame in the lateral direction and the longitudinal direction.
作为本发明的优选实施方式之二,所述的水平隔震弹性复位机构沿横向和纵向各两套,四套水平隔震弹性复位机构沿横向和纵向两两垂直相交呈井字形架设在所述中框架内。As a second preferred embodiment of the present invention, the horizontal isolation elastic returning mechanism has two sets in the lateral direction and the longitudinal direction, and four sets of horizontal isolation elastic returning mechanisms are vertically arranged in the horizontal direction and the longitudinal direction, and are arranged in a trapezoidal shape. Inside the frame.
本发明的设备由于内置水平隔震弹性复位机构,可以实现水平隔震。The device of the invention can realize horizontal isolation due to the built-in horizontal isolation elastic reset mechanism.
本发明还可以做如下变换:所述中框架为两块中间联接板构成的组合框架,所述的二条横向导轨副设置在所述上面板的下部与位于上方的一块中间联接板的上部之间,所述的二条纵向导轨副设置在所述下面板的上部与位于下方的一块中间联接板的下部之间,所述的横向导轨副和纵向导轨副分别设置在上面板和下面板的周边位置,所述的两块中间联接板通过螺栓进行联接,所述横向设置的水平隔震弹性复位机构横向设置在上面板下部与位于上方的一块中间联接板上部之间,所述纵向设置的水平隔震弹性复位机构纵向设置在下面板上部与位于下方的一块中间联接板上部之间,水平隔震弹性复位机构与对应的中间联接板通过对应的滑块相联接,水平隔震弹性复位机构与对应的上 面板或者下面板通过对应的导杆相联接。The invention can also be modified as follows: the middle frame is a combined frame composed of two intermediate link plates, and the two lateral guide rail pairs are disposed between the lower portion of the upper panel and the upper portion of an intermediate coupling plate located above The two longitudinal rail pairs are disposed between an upper portion of the lower panel and a lower portion of an intermediate connecting plate located below, and the horizontal rail pair and the longitudinal rail pair are respectively disposed at peripheral positions of the upper panel and the lower panel The two intermediate connecting plates are coupled by bolts, and the horizontally disposed horizontally-isolated elastic restoring mechanism is laterally disposed between the lower portion of the upper panel and an upper intermediate plate portion located above, the longitudinally disposed horizontal partition The seismic elastic returning mechanism is longitudinally disposed between the lower plate portion and the lower intermediate plate upper plate portion, and the horizontal isolation elastic returning mechanism and the corresponding intermediate connecting plate are coupled by corresponding sliders, and the horizontal isolation elastic reset mechanism and the corresponding On The panel or the lower panel is coupled by a corresponding guide rod.
本发明的启动控制隔震设备中设置的导轨副和水平隔震弹性复位机构均可以采用斜向正交结构,此时本发明的设备可以采用如下结构:设备包括上面板、下面板,上面板和下面板之间设置两套斜向正交导轨副,其特征在于:所述的水平隔震弹性复位机构为两套,两套水平隔震弹性复位机构斜向正交设置在上面板、下面板之间,一套水平隔震弹性复位机构与上面板相联接,另一套水平隔震弹性复位机构与下面板相联接,两套水平隔震弹性复位机构通过对应的滑块相联接,同时通过滑块与导轨副进行联接,所述的水平隔震弹性复位机构存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,且具有与隔震层变形相适应的运动能力。作为本发明的优选实施方式,上述隔震设备四套通过连接杆联成整体,可实现水平隔震功能。The guide rail pair and the horizontal isolation elastic reset mechanism provided in the start-control isolation device of the present invention can adopt an oblique orthogonal structure. In this case, the device of the present invention can adopt the following structure: the device includes an upper panel, a lower panel, and an upper panel. Two sets of oblique orthogonal guide rail pairs are disposed between the lower panel and the lower panel, wherein the horizontal isolation elastic reset mechanism is two sets, and two sets of horizontal isolation elastic return mechanisms are diagonally arranged orthogonally on the upper panel and the lower panel. Between the panels, a set of horizontal isolation elastic reset mechanism is connected with the upper panel, and another set of horizontal isolation elastic reset mechanism is coupled with the lower panel, and two sets of horizontal isolation elastic reset mechanisms are connected by corresponding sliders, The horizontally-isolated elastic reset mechanism has a preset starting load through a slider, and the external starting load generated by the vibration is started before the external load is greater than the preset starting load, and is adapted to the deformation of the isolation layer. Ability to exercise. As a preferred embodiment of the present invention, the four sets of the above-mentioned vibration isolation devices are integrally connected by a connecting rod, and a horizontal vibration isolation function can be realized.
作为本发明的改进,本发明的设备还可以增设竖向隔震弹性复位机构,水平隔震弹性复位机构和竖向隔震弹性复位机构共同组成设备的隔震弹性复位装置,可组合实现竖向和水平的三维隔震,水平隔震弹性复位机构和竖向隔震弹性复位机构单独使用可实现竖向隔震和水平隔震,从而保证地震发生时被保护设备或文物的安全。As an improvement of the present invention, the device of the present invention can further add a vertical isolation elastic reset mechanism, and the horizontal isolation elastic return mechanism and the vertical isolation elastic reset mechanism together constitute a seismic isolation elastic reset device of the device, which can be combined to realize vertical direction. And horizontal three-dimensional isolation, horizontal isolation elastic reset mechanism and vertical isolation elastic reset mechanism can be used to achieve vertical isolation and horizontal isolation, thus ensuring the safety of protected equipment or cultural relics during earthquakes.
所述设备还包括下联接板和竖向隔震弹性复位机构,所述下联接板安装在所述上面板上,所述的竖向隔震弹性复位机构包括导杆、挡块、螺旋钢弹簧和钢绞线,所述的导杆竖向设置,所述的挡块为两块,分别套装在导杆的两端,导杆的底端竖向插装在所述下联接板上,并与下联接板固定,所述的螺旋钢弹簧为一根,套装在导杆上,并且位于两块挡块之间,下部挡块与下联接板固定,所述的钢绞线为至少二根,钢绞线的两端分别与两块挡块拉紧相连接,钢绞线用于联接螺旋钢弹簧两端的挡块,所述的螺旋钢弹簧为预压螺旋钢弹簧,具有预压长度L4,存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,所述设备兼有水平隔震弹性复位机构和竖向隔震弹性复位机构,可实现竖向和水平的三维隔震。The device further includes a lower coupling plate and a vertical isolation elastic reset mechanism, the lower coupling plate is mounted on the upper plate, and the vertical isolation elastic reset mechanism includes a guide rod, a stopper, and a spiral steel spring And the steel strand, the guide rod is vertically disposed, the two blocks are respectively disposed at two ends of the guide rod, and the bottom end of the guide rod is vertically inserted on the lower joint plate, and Fixed with the lower connecting plate, the spiral steel spring is one, is set on the guiding rod, and is located between the two blocks, the lower block is fixed with the lower connecting plate, and the steel strand is at least two The two ends of the steel strand are respectively connected with the two stoppers, and the steel strand is used for connecting the stoppers at both ends of the spiral steel spring. The spiral steel spring is a pre-pressed spiral steel spring with a preloading length L4. There is a preset starting load, and the starting load is started when the external load generated by the vibration is greater than the preset starting load. The device has both a horizontal isolation elastic return mechanism and a vertical isolation elastic reset mechanism, which can realize vertical and horizontal Three-dimensional isolation.
作为本发明的优选实施方式,所述的竖向隔震弹性复位机构为五套,其中四套分别安装在设备的边缘处,另外一套安装在设备部分的中心处,当地震向下振动时,边缘处的四套竖向隔震弹性复位机构工作,当地震向上振动时,中心处的一套竖向隔震弹性复位机构工作,进行竖向隔震保护。所述预压长度L4为30mm~150mm。As a preferred embodiment of the present invention, the vertical isolation elastic reset mechanism is five sets, four sets are respectively installed at the edge of the device, and the other set is installed at the center of the device part, when the earthquake vibrates downward. The four sets of vertical isolation elastic reset mechanism at the edge work, when the earthquake vibrates upwards, a set of vertical isolation elastic reset mechanism at the center works to provide vertical isolation protection. The pre-compression length L4 is 30 mm to 150 mm.
所述设备还包括上联接板和上腔体,竖向隔震弹性复位机构的导杆穿过所述的上联接板,所述的上腔体安装在所述上联接板上,竖向隔震弹性复位机构的导杆能够在所述上腔体内运动。The apparatus further includes an upper coupling plate and an upper cavity, the guide rod of the vertical isolation elastic return mechanism passes through the upper coupling plate, and the upper cavity is mounted on the upper coupling plate, vertically separated A guide rod of the seismic elastic return mechanism is movable within the upper chamber.
本发明启动控制隔震设备中,所述上面板和下面板中均设有配线区,供电源线或数据线通过。其中,所述上面板的上表面上还布设一层防滑垫,依据使用需要,下面板与地面、展柜面板或楼板 面间布设一层防滑垫。In the startup control and isolation device of the present invention, a wiring area is provided in the upper panel and the lower panel for the power supply line or the data line to pass. Wherein, the upper surface of the upper panel is further provided with a non-slip mat, and the lower panel and the ground, the showcase panel or the floor panel are used according to the needs of use. A layer of non-slip mat is placed between the faces.
本发明水平隔震设备部分中,隔震装置具有一定的抗倾覆能力,且装置与地面间具有较大的摩擦力。当该隔震装置自身抗倾覆能保障被保护设备不会发生倾覆且装置与地面或楼面的摩擦力能保障装置不会产生滑移时,装置可直接放置在地面、展柜面板或楼面上;当被保护设备高宽比较大,需要装置提供较大的抗倾覆能力,装置与地面或楼面可采用螺栓固定。In the horizontal isolation device part of the invention, the vibration isolation device has a certain anti-overturning capability, and the device has a large frictional force with the ground. When the anti-overturning protection of the isolation device can ensure that the protected equipment does not overturn and the friction between the device and the ground or the floor can ensure that the device does not slip, the device can be directly placed on the ground, the showcase panel or the floor. When the height and width of the protected equipment are relatively large, the device needs to provide a large anti-overturning capability, and the device and the ground or the floor can be fixed by bolts.
本发明水平隔震设备部分用于保护配有导线的设备时,隔震装置上面板采用开孔型或另预留导线通过区域。When the horizontal isolation device of the present invention is used to protect a device equipped with a wire, the upper panel of the vibration isolation device adopts an open hole type or another reserved wire passing region.
本发明水平隔震设备部分也可设置成单元体形式,单元体包括上面板、下面板、中框杆、横向导轨副、纵向导轨副、横向启动控制弹性复位装置和纵向启动控制弹性复位装置,中框杆位于上联板和下联板之间,横向启动控制弹性复位装置位于中框杆和上联板之间,纵向启动控制弹性复位装置位于中框杆和下联板之间,其特征在于:将两套或以上所述单元体通过联接杆组成水平启动控制隔震设备,在所述中框杆两端采用联接杆联成中框架。当该隔震装置同一地方用于保护多台设备时,各单元体可联成整体使用。The horizontal isolation device part of the invention can also be arranged in the form of a unit body, and the unit body comprises an upper panel, a lower panel, a middle frame rod, a lateral rail pair, a longitudinal rail pair, a lateral starting control elastic reset device and a longitudinal starting control elastic reset device. The middle frame rod is located between the upper plate and the lower plate, and the lateral start control elastic reset device is located between the middle frame bar and the upper plate. The longitudinal start control elastic reset device is located between the middle frame bar and the lower link plate, and is characterized in that: Two or more of the unit bodies are combined to form a horizontally-controlled and controlled vibration isolation device through a coupling rod, and a coupling rod is used to form a middle frame at both ends of the middle frame rod. When the isolation device is used to protect multiple devices in the same place, each unit body can be used in combination.
本发明的启动控制隔震设备,启动控制通过预压钢弹簧来实施,装置在上部设备响应达到一定的条件下才开始工作。采用钢弹簧作为弹性复位装置的核心部件很好的解决了耐久性问题,对钢弹簧预先施加压力不仅很好的解决复位功能,而且使得装置如同加了一道启动开关功能,最重要的是,通过预压,装置在有限变形条件下,可抵抗超大地震的能力,可实现隔震装置良好复位和启动控制功能,等同于装置的变形能力大大提高,进而大大提高装置的适用范围,为高烈度区的设备和文物保护提供了可能。In the start-control isolation device of the present invention, the start-up control is implemented by pre-pressing the steel spring, and the device starts to work only when the upper device responds to a certain condition. The use of steel springs as the core component of the elastic reset device solves the durability problem well. Pre-applying pressure on the steel spring not only solves the reset function well, but also makes the device function like a start switch, and most importantly, Preloading, the device can resist the ability of super-large earthquake under finite deformation conditions, and can realize the good resetting and starting control function of the isolation device, which is equivalent to greatly improving the deformation capability of the device, thereby greatly improving the applicable range of the device, and is a high-intensity zone. Equipment and heritage protection is available.
与现有技术相比,本发明具有如下显著效果:Compared with the prior art, the present invention has the following remarkable effects:
(1)本发明实施方案预设启动荷载的启动控制隔震设备有启动控制功能,在一定地震力作用下,装置才启动工作,具有良好启动开启功能和复位功能,装置构造简单;(1) The startup control of the preset start load of the embodiment of the present invention has a start control function, and the device starts to work under a certain seismic force, and has a good start-up function and a reset function, and the device structure is simple;
(2)本发明实施方案预设启动荷载的启动控制隔震设备通过对钢弹簧的预压,装置在有限变形条件下,可抵抗超大地震的能力,等同于装置的变形能力大大提高,进而大大提高装置的适用范围;(2) The start-up control of the preset starting load of the embodiment of the present invention, by pre-pressing the steel spring, the device can resist the capability of a large earthquake under the finite deformation condition, which is equivalent to the deformation capability of the device is greatly improved, and thus greatly Improve the scope of application of the device;
(3)本发明设备隔震装置具有良好的抗倾覆功能。(3) The device isolation device of the invention has a good anti-overturning function.
附图说明DRAWINGS
图1为本发明启动控制隔震设备实施例一的整体结构剖视图;Figure 1 is a cross-sectional view showing the entire structure of a first embodiment of the starting and controlling vibration isolation device of the present invention;
图2a为本发明启动控制隔震设备实施例一中采用滚柱直线导轨结构剖视图;2a is a cross-sectional view showing the structure of a roller linear guide in the first embodiment of the present invention.
图2b为本发明启动控制隔震设备实施例一中采用交叉滚柱导轨结构剖视图; 2b is a cross-sectional view showing the structure of a cross roller guide in the first embodiment of the start-control isolation device of the present invention;
图3a为图2a去除上面板后的俯视图,显示水平隔震弹性复位机构的位置关系和安装关系;3a is a top view of the second panel after removing the upper panel, showing the positional relationship and installation relationship of the horizontal isolation elastic reset mechanism;
图3b为图2b去除上面板后的俯视图,显示水平隔震弹性复位机构的位置关系和安装关系;3b is a top view of the second panel after removing the upper panel, showing the positional relationship and installation relationship of the horizontal isolation elastic reset mechanism;
图4a为本发明启动控制隔震设备实施例一中水平预设启动荷载的隔震弹性复位机构采用第一滑块和拉杆形式的整体结构示意图;4a is a schematic view showing the overall structure of the seismic isolation resetting mechanism of the first embodiment of the first embodiment of the present invention for the horizontally-preset starting load in the first embodiment of the present invention;
图4b为本发明启动控制隔震设备实施例一中水平预设启动荷载的隔震弹性复位机构采用绞线形式的整体结构示意图;4b is a schematic view showing the overall structure of the isolated elastic restoring mechanism of the first preset starting load in the first embodiment of the present invention;
图5为本发明启动控制隔震设备实施例一中导杆的结构示意图;5 is a schematic structural view of a guide rod in the first embodiment of the starting and controlling vibration isolation device of the present invention;
图6为本发明启动控制隔震设备实施例一中的阻尼剪切套块和导杆的装配图;Figure 6 is an assembled view of the damping shear sleeve and the guide rod in the first embodiment of the starting and controlling vibration isolation device of the present invention;
图7为本发明启动控制隔震设备实施例一中阻尼剪切套块的结构示意图;7 is a schematic structural view of a damping shear sleeve in the first embodiment of the starting and controlling vibration isolation device of the present invention;
图8为本发明启动控制隔震设备实施例一中滑块的结构示意图;8 is a schematic structural view of a slider in the first embodiment of the starting and controlling vibration isolation device of the present invention;
图9a为本发明启动控制隔震设备实施例一中水平预设启动荷载的隔震弹性复位机构采用第一滑块和拉杆形式挡块的结构示意图;9a is a schematic structural view of a shock isolation elastic return mechanism of a first embodiment of a start-control isolation device according to the first embodiment of the present invention;
图9b为本发明启动控制隔震设备实施例一中水平预设启动荷载的隔震弹性复位机构采用绞线形式挡块的结构示意图;9b is a schematic structural view of a shock-isolated elastic return mechanism of a first embodiment of the first embodiment of the present invention;
图10为本发明启动控制隔震设备实施例一中拉杆的结构示意图;10 is a schematic structural view of a pull rod in the first embodiment of the starting and controlling vibration isolation device of the present invention;
图11a为本发明启动控制隔震设备实施例一中采用滚柱直线导轨结构上面板或下面板的结构示意图;11a is a schematic structural view of an upper panel or a lower panel of a linear roller guide structure according to a first embodiment of the present invention.
图11b为本发明启动控制隔震设备实施例一中采用交叉滚柱导轨结构上面板或下面板的结构示意图;11b is a schematic structural view of an upper panel or a lower panel of a cross roller guide structure in the first embodiment of the startup control isolation device according to the present invention;
图12为本发明竖向启动控制隔震设备实施例一中去除下部结构后的局部结构剖视图;Figure 12 is a cross-sectional view showing a partial structure of the first embodiment of the vertical start control isolation device of the present invention with the lower structure removed;
图13为本发明竖向启动控制隔震设备实施例一部分上联接板结构平面图;Figure 13 is a plan view showing the structure of the connecting plate on a part of the embodiment of the vertical starting control isolation device of the present invention;
图14为本发明竖向启动控制隔震设备实施例一中位于四周的竖向隔震弹性复位机构的结构示意图;14 is a schematic structural view of a vertical isolation elastic reset mechanism located around the first embodiment of the vertical start control isolation device of the present invention;
图15为本发明竖向启动控制隔震设备实施例一中位于中部的竖向隔震弹性复位机构的结构示意图;15 is a schematic structural view of a vertical isolation elastic reset mechanism located in the middle of the first embodiment of the vertical start control isolation device of the present invention;
图16为本发明启动控制隔震设备实施例一中启动控制隔震设备工作的原理图;16 is a schematic diagram of the operation of starting the control isolation device in the first embodiment of the starting and controlling isolation device of the present invention;
图17为本发明启动控制隔震设备实施例一中预设启动荷载的隔震弹性复位机构滞回性能试验曲线图;Figure 17 is a graph showing the hysteretic performance test of the isolating elastic return mechanism of the preset starting load in the first embodiment of the starting and controlling isolation device of the present invention;
图18为本发明启动控制隔震设备实施例二的整体结构剖视图; Figure 18 is a cross-sectional view showing the entire structure of a second embodiment of the starting and controlling vibration isolation device of the present invention;
图19为图18去除上面板后的俯视图;Figure 19 is a plan view of Figure 18 after removing the upper panel;
图20为本发明启动控制隔震设备实施例二中上面板或下面板的示意图;20 is a schematic diagram of an upper panel or a lower panel in the second embodiment of the startup control isolation device of the present invention;
图21为本发明启动控制隔震设备实施例三的整体结构剖视图;Figure 21 is a cross-sectional view showing the overall structure of a third embodiment of the starting and controlling vibration isolation device of the present invention;
图22为图21去除上面板后的俯视图;Figure 22 is a plan view of Figure 21 after removing the upper panel;
图23为本发明启动控制隔震设备实施例三中水平隔震弹性复位机构的整体结构示意图;23 is a schematic diagram showing the overall structure of a horizontal isolation elastic reset mechanism in the third embodiment of the starting and controlling vibration isolation device of the present invention;
图24a为本发明启动控制隔震设备实施例四采用滚柱直线导轨结构的整体结构剖视图;Figure 24a is a cross-sectional view showing the overall structure of a linear guide rail structure of a fourth embodiment of the present invention;
图24b为本发明启动控制隔震设备实施例四采用交叉滚柱导轨结构的整体结构剖视图;24b is a cross-sectional view showing the overall structure of a cross-roller rail structure in the fourth embodiment of the present invention.
图25为本发明启动控制隔震设备实施例五中单元体的剖视图;Figure 25 is a cross-sectional view showing the unit body of the fifth embodiment of the starting and controlling vibration isolation device of the present invention;
图26为本发明启动控制隔震设备实施例五中单元体平面视图;Figure 26 is a plan view of a unit body in the fifth embodiment of the starting and controlling vibration isolation device of the present invention;
图27为本发明启动控制隔震设备实施例五中两个单元体联接的平面视图;Figure 27 is a plan view showing the connection of two unit bodies in the fifth embodiment of the starting and controlling vibration isolation device of the present invention;
图28为本发明启动控制隔震设备实施例六中水平隔震弹性复位机构组合的侧视图;28 is a side view of the combination of the horizontal isolation elastic return mechanism in the sixth embodiment of the start control and isolation device according to the present invention;
图29为本发明启动控制隔震设备实施例六中水平隔震弹性复位机构组合的平面图;Figure 29 is a plan view showing the combination of the horizontal isolation elastic return mechanism in the sixth embodiment of the start control and isolation device of the present invention;
图30为本发明启动控制隔震设备实施例六中单元体去除上面板后的俯视图;Figure 30 is a plan view of the unit body after removing the upper panel in the sixth embodiment of the starting and controlling vibration isolation device of the present invention;
图31为本发明启动控制隔震设备实施例六中单元体侧视图;Figure 31 is a side elevational view of the unit body in the sixth embodiment of the starting and controlling vibration isolation device of the present invention;
图32为本发明启动控制隔震设备实施例六中四个单元体联接平面视图;Figure 32 is a plan view showing the connection of four unit bodies in the sixth embodiment of the starting and controlling vibration isolation device of the present invention;
图33为本发明启动控制隔震设备的使用状态图,此时用于主机设备隔震;Figure 33 is a diagram showing the use state of the start-control isolation device of the present invention, which is used for isolation of the host device;
图34为本发明启动控制隔震设备的使用状态图,此时用于展柜隔震之一;Figure 34 is a view showing the use state of the start-control isolation device of the present invention, which is used for one of the showcase isolation;
图35为本发明启动控制隔震设备的使用状态图,此时用于展柜隔震之二。Figure 35 is a view showing the use state of the start-control isolation device of the present invention, which is used for the second case of the showcase isolation.
附图标记说明Description of the reference numerals
1为水平隔震弹性复位机构;2为下面板;3为上面板;4为中框架;5为导轨副;6为竖向隔震弹性复位机构;7为套管;8为上腔体;9为上联接板;10为下保护罩,11为下联接板;12为螺旋钢弹簧;13为导杆;13a为阻尼槽;14a为拉杆;14b为绞线;15为挡块;16为第一滑块;17为阻尼剪切套块;17a为剪切桨叶;18为螺母;19为弹性缓冲片;20为衬套;21为阻尼液;22为钢铰线;23为第二滑块;24为中框杆;25为联接杆;26为固定框;27为滑动轨道副;28为中间联接板;100为水平隔震弹性复位组合机构;101为配线区;201为主机设备;202为展柜。1 is a horizontal isolation elastic reset mechanism; 2 is a lower panel; 3 is an upper panel; 4 is a middle frame; 5 is a guide rail pair; 6 is a vertical isolation elastic reset mechanism; 7 is a sleeve; 8 is an upper cavity; 9 is the upper connecting plate; 10 is the lower protective cover, 11 is the lower connecting plate; 12 is the spiral steel spring; 13 is the guiding rod; 13a is the damping groove; 14a is the pulling rod; 14b is the strand; 15 is the stopper; The first slider; 17 is a damping shear sleeve; 17a is a shearing blade; 18 is a nut; 19 is an elastic buffer sheet; 20 is a bushing; 21 is a damping fluid; 22 is a steel hinge line; 23 is a second Slider; 24 is the middle frame rod; 25 is the coupling rod; 26 is the fixed frame; 27 is the sliding track pair; 28 is the intermediate connecting plate; 100 is the horizontal isolation elastic reset combination mechanism; 101 is the wiring area; 201 is the host Equipment; 202 is a showcase.
具体实施方式detailed description
实施例一 Embodiment 1
本发明预设启动荷载的启动控制隔震设备的实施例一如图1至图17所示,该设备包括上面板3、下面板2、中框架4和预设启动荷载的隔震弹性复位装置,下面板2用于放置在楼板或展柜面板或 地面上,上面板3和下面板2中均设有配线区101,供电源线或数据线通过,该隔震弹性复位装置包括两套水平隔震弹性复位机构1以及五套竖向隔震弹性复位机构6,竖向隔震弹性复位机构6位于的上方,该设备兼有水平隔震弹性复位机构1和竖向隔震弹性复位机构6,可组合实现竖向和水平的三维隔震,单独使用可实现竖向隔震和水平隔震,从而保证地震发生时被保护设备或文物的安全。 Embodiment 1 of the start-up control isolation device of the preset start load of the present invention is as shown in FIG. 1 to FIG. 17, and the device includes an upper panel 3, a lower panel 2, a middle frame 4, and a vibration isolation elastic reset device with a preset starting load. , the lower panel 2 is used to be placed on the floor or showcase panel or On the ground, the upper panel 3 and the lower panel 2 are provided with a wiring area 101 for the power supply line or the data line to pass. The seismic isolation elastic resetting device comprises two sets of horizontal isolation elastic resetting mechanism 1 and five sets of vertical isolation. The elastic return mechanism 6 is located above the vertical isolation elastic return mechanism 6. The device has a horizontal isolation elastic return mechanism 1 and a vertical isolation elastic reset mechanism 6, which can be combined to realize vertical and horizontal three-dimensional isolation. Separate use enables vertical isolation and horizontal isolation to ensure the safety of protected equipment or cultural relics during an earthquake.
上面板3用于承托被保护设备,中框架4为中空的矩形框体,中框架4位于上面板3和下面板2之间,分别与上面板3和下面板2相连接,下面板2用于放置在在展柜内面板、楼板或地面上,上面板3下部与中框架4上部之间横向设置有二条横向导轨副,下面板2上部与中框架4下部之间纵向设置有二条纵向导轨副,横向导轨副和纵向导轨副的结构完全相同,统称为导轨副5,横向导轨副和纵向导轨副均设置在中框架4的四周边缘边,横向导轨副承托上面板3,纵向导轨副承托中框架4,使得该水平启动控制隔震设备部分具有良好的抗倾覆功能,同时设备通过双层双向导轨还能够实现任意水平方向的移动。两套水平隔震弹性复位机构1,并且与对应的上面板3或者下面板2相联接。The upper panel 3 is for supporting the protected device, the middle frame 4 is a hollow rectangular frame, and the middle frame 4 is located between the upper panel 3 and the lower panel 2, respectively connected to the upper panel 3 and the lower panel 2, and the lower panel 2 For placing on the inner panel, the floor or the floor of the showcase, two transverse rail pairs are disposed laterally between the lower portion of the upper panel 3 and the upper portion of the middle frame 4, and two longitudinal rails are longitudinally disposed between the upper portion of the lower panel 2 and the lower portion of the middle frame 4. The structure of the lateral rail pair and the longitudinal rail pair is exactly the same, collectively referred to as the rail pair 5, the lateral rail pair and the longitudinal rail pair are both disposed at the peripheral edge of the middle frame 4, the lateral rail pair supports the upper panel 3, and the longitudinal rail pair Supporting the middle frame 4, the horizontal starting control isolation device has a good anti-overturning function, and the device can also realize any horizontal movement through the double-layer bidirectional guide. Two sets of horizontally isolated elastic return mechanisms 1 are coupled to the corresponding upper panel 3 or lower panel 2.
本实施例中的两套水平隔震弹性复位机构结构相同,沿横向和纵向各一套,两套隔震弹性复位机构沿横向和纵向正交架设在中框架4内,两套水平隔震弹性复位机构结构位于上面板3和下面板2之间,横向设置的一套水平隔震弹性复位机构结构横向架设在中框架4上部,并且与上面板3相联接,纵向设置的一套水平隔震弹性复位机构结构纵向架设在中框架4下部,并且与下面板2相联接,水平隔震弹性复位机构能够预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,且具有与隔震层变形相适应的运动能力。The two sets of horizontal isolation elastic returning mechanisms in this embodiment have the same structure, one set in the lateral direction and the longitudinal direction, and two sets of isolated elastic restoring mechanisms are orthogonally arranged in the middle frame 4 in the lateral direction and the longitudinal direction, and two sets of horizontal isolation elastic The reset mechanism structure is located between the upper panel 3 and the lower panel 2, and a horizontally disposed horizontal isolation elastic return mechanism structure is laterally erected on the upper part of the middle frame 4, and is coupled with the upper panel 3, and a horizontally set horizontal isolation is provided. The elastic reset mechanism structure is longitudinally erected on the lower part of the middle frame 4 and coupled with the lower panel 2, and the horizontal isolation elastic reset mechanism can preset the starting load, and starts when the external load generated by the vibration is greater than the preset starting load, and It has the ability to move in accordance with the deformation of the isolation layer.
本实施例的水平隔震弹性复位机构包括螺旋钢弹簧12、导杆13、挡块15、拉杆14、衬套20、第一滑块16和阻尼剪切套块17,导杆13水平设置,第一滑块16套装在导杆13的中部,挡块15为两块,分别紧贴中框架4的两个内侧面,两块挡块15通过衬套20分别套装在导杆13的端头,螺旋钢弹簧12套装在导杆13上,该螺旋钢弹簧12为结构相同的两根,分别位于第一滑块16的左右两侧,螺旋钢弹簧12的两端分别与挡块15和阻尼剪切套块17相抵触,拉杆14为四根,位于第一滑块16的左右两侧各两根,拉杆14穿过第一滑块16并与挡块15相连接,螺旋钢弹簧12为预压螺旋钢弹簧,螺旋钢弹簧12在不受震动的初始位置时处于预压状态,存在预设启动荷载,具有预压长度L2为150mm。其中,横向设置的一套水平隔震弹性复位机构中的第一滑块16与上面板3相联接,纵向设置的一套水平隔震弹性复位机构中的第一滑块16与下面板2相联接。The horizontal isolation elastic return mechanism of the embodiment includes a spiral steel spring 12, a guide rod 13, a stopper 15, a tie rod 14, a bushing 20, a first slider 16, and a damping shear sleeve 17, and the guide rod 13 is horizontally disposed. The first slider 16 is sleeved in the middle of the guide rod 13, and the stopper 15 is two pieces, respectively respectively abutting the two inner sides of the middle frame 4, and the two blocks 15 are respectively fitted on the end of the guide rod 13 through the bushing 20 The spiral steel spring 12 is set on the guide rod 13. The spiral steel spring 12 is two of the same structure, respectively located on the left and right sides of the first slider 16, and the two ends of the spiral steel spring 12 are respectively associated with the stopper 15 and the damping The shearing sleeves 17 are in contact with each other, and the two rods 14 are located on the left and right sides of the first sliding block 16, and the pulling rods 14 pass through the first sliding block 16 and are connected to the blocking block 15, and the spiral steel spring 12 is The pre-pressed spiral steel spring, the spiral steel spring 12 is in a pre-pressed state when it is not subjected to the initial position of the vibration, and has a preset starting load, and has a pre-compression length L2 of 150 mm. The first slider 16 of the horizontally-set horizontal isolation elastic reset mechanism is coupled with the upper panel 3, and the first slider 16 and the lower panel 2 of the horizontally-separated horizontal isolation elastic reset mechanism are disposed longitudinally. Join.
本实施例中的导杆13为圆杆,导杆13中部沿轴向开设有阻尼槽13a,阻尼槽13a的两端密封, 并在导杆13两端加工螺纹,在其上配置螺母18,可方便挡块15与中框架4固定。阻尼槽13a内盛装有粘滞阻尼液21,第一滑块16内嵌装有阻尼剪切套块17,阻尼剪切套块17具有剪切桨叶17a,剪切桨叶17a伸入阻尼槽13a内的粘滞阻尼液21中,阻尼剪切套块17设置在导杆13中部,两根螺旋钢弹簧12分别位于阻尼剪切套块17的左右两侧,其两根螺旋钢弹簧12分别与阻尼剪切套块17相抵触。增设了剪切桨叶17a和阻尼液21,第一滑块16沿导杆轴向滑动时会受到阻尼力的阻碍,能够进一步提高该设备的抗震能力。The guide rod 13 in this embodiment is a round rod, and a damping groove 13a is opened in the middle of the guiding rod 13 in the axial direction, and both ends of the damping groove 13a are sealed. The thread is machined at both ends of the guide rod 13, and the nut 18 is disposed thereon to facilitate the fixing of the stopper 15 to the middle frame 4. The damping groove 13a is filled with a viscous damping liquid 21, and the first sliding block 16 is embedded with a damping shearing block 17, the damping shearing sleeve 17 has a shearing blade 17a, and the shearing blade 17a extends into the damping groove. In the viscous damping fluid 21 in the 13a, the damping shearing sleeve 17 is disposed in the middle of the guiding rod 13, and the two spiral steel springs 12 are respectively located on the left and right sides of the damping shearing sleeve 17, and the two spiral steel springs 12 respectively It is in conflict with the damping shear sleeve 17. The shearing blade 17a and the damping fluid 21 are added, and the first sliding block 16 is hindered by the damping force when sliding along the axial direction of the guiding rod, which can further improve the seismic resistance of the device.
为减小运动过程中金属件的冲击和噪音,在导杆13端部和螺母18等接触位置设置弹性缓冲片19,在挡块15、拉杆14和第一滑块16的表面也均粘贴有一层弹性缓冲片19,以减小运动过程中的冲击。In order to reduce the impact and noise of the metal member during the movement, the elastic buffer sheet 19 is disposed at the contact position of the end of the guide rod 13 and the nut 18, and the surface of the stopper 15, the tie rod 14 and the first slider 16 are also adhered. The layer is elastically cushioned 19 to reduce the impact during the movement.
该设备还包括下联接板11、上联接板9和上腔体8,下联接板11安装在上面板上2,本实施例中的五套竖向隔震弹性复位机构结构基本相同,均包括导杆13、挡块15、螺旋钢弹簧12和钢绞线22,导杆13竖向设置,挡块15为两块,下部挡块与下联接板11固定,分别套装在导杆13的两端,导杆13的底端竖向插装在下联接板11上,并与下联接板11固定,螺旋钢弹簧12为一根,套装在导杆13上,并且位于两块挡块15之间,钢绞线22为两根,钢绞线22的两端分别与两块挡块15拉紧相连接,钢绞线22用于联接螺旋钢弹簧12两端的挡块15。The device further includes a lower connecting plate 11, an upper connecting plate 9 and an upper cavity 8, and the lower connecting plate 11 is mounted on the upper plate 2. The five sets of vertically isolated elastic resetting mechanisms in this embodiment have basically the same structure, including The guide rod 13, the stopper 15, the spiral steel spring 12 and the steel strand 22, the guide rod 13 is vertically disposed, the stopper 15 is two pieces, and the lower block is fixed to the lower coupling plate 11, respectively, which are respectively set on the guide rod 13 At the end, the bottom end of the guide rod 13 is vertically inserted into the lower coupling plate 11 and fixed to the lower coupling plate 11, and the spiral steel spring 12 is one, which is fitted on the guide rod 13 and located between the two stoppers 15. The steel strands 22 are two, and the two ends of the steel strands 22 are respectively connected to the two stoppers 15 for tensioning, and the steel strands 22 are used for connecting the stoppers 15 at both ends of the spiral steel spring 12.
导杆13穿过上联接板9,上腔体8安装在上联接板9上。螺旋钢弹簧12为预压螺旋钢弹簧,螺旋钢弹簧12在不受震动的初始位置时处于预压状态,具有预压长度L4为100mm。The guide rod 13 passes through the upper coupling plate 9, and the upper chamber 8 is mounted on the upper coupling plate 9. The spiral steel spring 12 is a preloaded spiral steel spring, and the spiral steel spring 12 is in a preloaded state at an initial position free from vibration, and has a preloading length L4 of 100 mm.
本实施例中五套竖向隔震弹性复位机构结构中,其中四套结构相同,分别安装在设备的边缘处,其导杆13与下联板10通过焊接固定,并穿过上联接板9。另外一套竖向隔震弹性复位机构安装在设备的中间位置,该竖向隔震弹性复位装置设置在套管7中,套管7与上联接板9进行焊接固定,该竖向隔震弹性复位装置导杆13与下联板10固定,并穿过套管7和上联接板9,在上挡块15配螺母18进行固定。螺旋钢弹簧12在不受震动的初始位置时处于预压状态,存在预设启动荷载,具有预压长度L4。In the five sets of vertical isolation elastic return mechanism structures in the embodiment, four sets of the same structure are respectively installed at the edge of the device, and the guide rod 13 and the lower joint plate 10 are fixed by welding and pass through the upper connecting plate 9. Another set of vertical isolation elastic reset mechanism is installed in the middle position of the device, the vertical isolation elastic reset device is disposed in the sleeve 7, and the sleeve 7 is welded and fixed to the upper joint plate 9, the vertical isolation elastic The reset device guide rod 13 is fixed to the lower link plate 10, passes through the sleeve 7 and the upper link plate 9, and is fixed to the upper block 15 by a nut 18. The spiral steel spring 12 is in a preloaded state when it is not subjected to the initial position of the vibration, and has a preset starting load having a preloading length L4.
当地震向下振动时,边缘处的四套竖向隔震弹性复位机构工作,当地震向上振动时,中心处的一套竖向隔震弹性复位机构工作,进行竖向隔震保护。When the earthquake vibrates downward, four sets of vertical isolation elastic reset mechanisms work at the edge. When the earthquake vibrates upwards, a set of vertical isolation elastic reset mechanism at the center works to provide vertical isolation protection.
本实施例中水平隔震弹性复位机构的工作过程如下:当设备地震响应大于所设置弹簧压缩量对应荷载时,设备隔震装置启动工作,如果上面板3与中框架4发生相对位移,一侧的拉杆14带动同侧挡块15移动,螺旋钢弹簧12压缩量增加,另一侧拉杆14处于松弛状态,当发生反向运动时,螺旋钢弹簧12逐步复位到初始状态后另一侧拉杆14逐步带动另一侧挡块15移动,从而实现运动功能。 当设备地震响应小于所设置弹簧压缩量对应荷载时,设备隔震装置关闭工作,装置在螺旋钢弹簧12预压荷载作用下恢复初始位置状态。下面板2与中框架4运动与上面相同。The working process of the horizontal isolation elastic reset mechanism in this embodiment is as follows: when the seismic response of the device is greater than the corresponding load of the set spring compression, the device isolation device starts working, and if the upper panel 3 and the middle frame 4 are relatively displaced, one side The pull rod 14 drives the same side stop 15 to move, the compression amount of the spiral steel spring 12 increases, and the other side pull rod 14 is in a relaxed state. When the reverse movement occurs, the spiral steel spring 12 is gradually reset to the initial state and the other side pull rod 14 is The other side stopper 15 is gradually moved to realize the movement function. When the seismic response of the device is less than the corresponding load of the set spring compression, the equipment isolation device is turned off, and the device returns to the initial position state under the preloading force of the spiral steel spring 12. The lower plate 2 and the middle frame 4 move in the same manner as above.
本实施例中竖向隔震弹性复位机构的工作过程如下:当设备地震响应大于所设置弹簧压缩量对应荷载时,设备隔震装置启动工作,装置向下运动时,上联接板9压缩四周设置的竖向隔震弹性复位装置6,中间设置的竖向隔震弹性复位装置6处于原工作状态;装置向上运动时,四周设置的竖向隔震弹性复位装置6逐步恢复原状态,中间设置的竖向隔震弹性复位装置6由套管7带动挡块15逐步压缩弹簧,从而实现运动功能。In the embodiment, the working process of the vertical isolation elastic reset mechanism is as follows: when the seismic response of the device is greater than the corresponding load of the spring compression, the equipment isolation device starts to work, and when the device moves downward, the upper coupling plate 9 is compressed and set. The vertical isolation elastic reset device 6 has a vertical isolation elastic reset device 6 disposed in the middle of the original working state; when the device moves upward, the vertical isolation elastic reset device 6 disposed around is gradually restored to the original state, and the intermediate setting is performed. The vertical isolation elastic reset device 6 is driven by the sleeve 7 to gradually compress the spring 15 to realize the motion function.
本实施例中的预设启动荷载的原理如图16所示,图16中给出了传统隔震和预设启动荷载对应的水平力与水平位移关系。预设启动荷载隔震装置工作过程如下,发生地震时,地震幅值存在较小值和较大幅值等一系列过程,在较小幅值作用过程中,隔震装置不启动,被保护物通过自身抗震保障安全;在较大地震幅值作用过程,被保护物地震作用增大,当大于预设启动荷载时,装置开始工作,对被保护物进行隔震保护。The principle of the preset starting load in this embodiment is shown in FIG. 16. FIG. 16 shows the relationship between the horizontal force and the horizontal displacement corresponding to the conventional isolation and the preset starting load. The working process of the preset starting load isolation device is as follows: in the event of an earthquake, the seismic amplitude has a series of processes such as a small value and a large amplitude. During the process of the small amplitude, the isolation device does not start, and the protected object passes. Self-seismic safety guarantee; in the process of large earthquake amplitude, the seismic action of the protected object increases. When it is greater than the preset starting load, the device starts to work and protects the protected object.
传统隔震中,在较小的水平力作用下,隔震装置发生变形,并水平位移随力的增加而增大;预设启动荷载的隔震弹性复位机构骨架曲线存在第一刚度和第二刚度,第一刚度由弹性缓冲片19刚度确定,此刚度值大,第二刚度与传统隔震屈服后刚度相同,试验曲线见图17,与该试验曲线相对应的数据表如表1所示。In the traditional isolation, under the action of small horizontal force, the isolation device is deformed, and the horizontal displacement increases with the increase of the force; the first stiffness and the second stiffness exist in the skeleton curve of the isolated elastic reset mechanism with preset starting load. The first stiffness is determined by the stiffness of the elastic buffer sheet 19, and the stiffness value is large. The second stiffness is the same as the conventional post-yield yield stiffness. The test curve is shown in FIG. 17, and the data table corresponding to the test curve is shown in Table 1.
预设启动荷载的隔震弹性复位机构在水平力小于预设启动荷载时,仅弹性缓冲片19发生较小变形,在大于预设启动荷载后装置才开始变形。在相同水平力F作用下,预设启动荷载的隔震弹性复位机构发生位移为d1,传统隔震装置发生位移为d2,说明在相同隔震效果条件下,预设启动荷载的隔震弹性复位机构变形d1较传统隔震装置变形d2小很多。When the horizontal force is less than the preset starting load, the elastic isolation plate 19 of the preset starting load only has a small deformation, and the device starts to deform after being greater than the preset starting load. Under the action of the same horizontal force F, the displacement elastic restoring mechanism of the preset starting load has a displacement of d1, and the displacement of the conventional isolation device is d2, indicating that the seismic isolation elastic reset of the preset starting load under the same isolation effect condition The deformation d1 of the mechanism is much smaller than the deformation d2 of the conventional isolation device.
启动控制隔震设备具有以下显著特点:The start-controlled isolation device has the following distinctive features:
(1)启动控制隔震设备结合了被保护物体和地震各自特性,以启动力为控制手段,实现被保护物体地震保护目的。被保护物是否倾倒与其高宽比和所受地震力大小有关,在地震力较小时,被保护物是稳定的,该性能在理论分析和试验中均得到了验证;在地震幅值较大时,装置才启动工作,实现对被保护物隔震保护;(1) Start-up control The isolation device combines the respective characteristics of the protected object and the earthquake, and uses the starting force as a control means to achieve the purpose of seismic protection of the protected object. Whether the object to be protected is related to its aspect ratio and the magnitude of the earthquake force is affected. When the earthquake force is small, the object to be protected is stable. This performance is verified in theoretical analysis and test; when the magnitude of the earthquake is large The device starts to work and achieves isolation protection for the protected object;
(2)启动控制隔震设备具有良好复位功能。(2) Start control The isolation device has a good reset function.
(3)启动控制隔震设备在较小尺寸下,可抵抗强地震作用,发生变形小。启动控制隔震设备通过对钢弹簧的预压,在强地震作用下,装置也仅产生有限变形,启动控制隔震设备可加工成较小尺寸,可满足安装空间和运动空间受限的条件,进而大大提高启动控制隔震设备的适用范围。 (3) Start-up control The isolation device can withstand small earthquakes and has small deformation. The start-controlled isolation device is pre-stressed by the steel spring. Under the action of strong earthquakes, the device only produces limited deformation. The start-control isolation device can be processed into a smaller size, which can meet the conditions of installation space and limited space. In turn, the scope of application of the control and isolation device is greatly improved.
表1:实施例一中预设启动荷载的启动控制隔震设备的力与位移的对照表Table 1: Comparison table of force and displacement of the isolation control isolation device in the first embodiment
位移Displacement force 位移Displacement force 位移Displacement force 位移Displacement force 位移Displacement force
0.740.74 1.91.9 120.16120.16 16.7316.73 77.2577.25 2.342.34 -41.39-41.39 -12.6-12.6 -137.63-137.63 -11.18-11.18
3.823.82 3.533.53 123.12123.12 16.9816.98 74.1574.15 2.382.38 -44.78-44.78 -12.75-12.75 -134.81-134.81 -10.33-10.33
8.248.24 5.95.9 127.44127.44 16.9316.93 69.5769.57 2.432.43 -50.05-50.05 -13-13 -131.57-131.57 -9.26-9.26
9.629.62 6.716.71 128.82128.82 16.7416.74 68.0668.06 2.452.45 -51.63-51.63 -13.09-13.09 -130.02-130.02 -8.95-8.95
12.4912.49 8.18.1 131.48131.48 16.4216.42 65.0665.06 2.482.48 -55.53-55.53 -13.27-13.27 -126.69-126.69 -8.42-8.42
16.8616.86 9.949.94 135.07135.07 16.3916.39 60.5760.57 2.542.54 -59.93-59.93 -13.51-13.51 -122.32-122.32 -7.81-7.81
18.318.3 10.610.6 136.13136.13 16.2316.23 59.0759.07 2.562.56 -61.52-61.52 -13.59-13.59 -120.84-120.84 -7.65-7.65
21.1821.18 11.3511.35 137.96137.96 15.6215.62 56.0756.07 2.62.6 -65.49-65.49 -13.74-13.74 -117.28-117.28 -7.37-7.37
22.6322.63 11.611.6 138.71138.71 15.315.3 54.5654.56 2.612.61 -67.01-67.01 -13.81-13.81 -115.64-115.64 -7.26-7.26
25.5425.54 12.0112.01 139.88139.88 14.6914.69 51.5451.54 2.632.63 -69.97-69.97 -13.94-13.94 -112.61-112.61 -7.05-7.05
27.0127.01 12.1612.16 140.28140.28 14.2314.23 50.0350.03 2.632.63 -72.04-72.04 -14.01-14.01 -111.43-111.43 -6.95-6.95
3030 12.3512.35 140.7140.7 13.2213.22 47.0147.01 2.62.6 -75.02-75.02 -14.12-14.12 -108.5-108.5 -6.77-6.77
33.0433.04 12.4212.42 140.63140.63 12.1912.19 44.0144.01 2.552.55 -77.64-77.64 -14.21-14.21 -105.51-105.51 -6.6-6.6
36.1236.12 12.5212.52 140.08140.08 11.0911.09 41.0241.02 2.482.48 -79.85-79.85 -14.28-14.28 -101.99-101.99 -6.43-6.43
39.2539.25 12.6112.61 139.08139.08 9.969.96 38.0438.04 2.412.41 -82.86-82.86 -14.33-14.33 -98.98-98.98 -6.28-6.28
40.8240.82 12.6712.67 138.42138.42 9.49.4 36.5636.56 2.372.37 -84.35-84.35 -14.35-14.35 -97.55-97.55 -6.22-6.22
4444 12.6812.68 136.8136.8 8.28.2 33.633.6 2.292.29 -86.1-86.1 -14.38-14.38 -94.5-94.5 -6.1-6.1
47.247.2 12.9512.95 134.81134.81 6.986.98 30.6430.64 2.212.21 -89.3-89.3 -14.43-14.43 -91.28-91.28 -6-6
50.4150.41 12.8912.89 132.53132.53 6.186.18 27.6927.69 2.112.11 -91.97-91.97 -14.48-14.48 -88.3-88.3 -5.91-5.91
52.0152.01 12.9612.96 131.31131.31 5.835.83 26.2126.21 2.052.05 -93.49-93.49 -14.52-14.52 -86.81-86.81 -5.87-5.87
55.255.2 13.1213.12 128.75128.75 5.165.16 23.2323.23 1.921.92 -96.53-96.53 -14.61-14.61 -83.83-83.83 -5.79-5.79
59.8959.89 13.4213.42 124.7124.7 4.454.45 18.7218.72 1.631.63 -102.02-102.02 -14.75-14.75 -79.14-79.14 -5.69-5.69
61.4261.42 13.5913.59 123.3123.3 4.284.28 17.217.2 1.491.49 -103.55-103.55 -14.81-14.81 -77.58-77.58 -5.65-5.65
64.4664.46 14.5114.51 120.44120.44 3.913.91 14.1214.12 1.111.11 -106.4-106.4 -14.94-14.94 -74.6-74.6 -5.6-5.6
65.9665.96 14.5814.58 118.99118.99 3.763.76 12.5212.52 0.860.86 -108.17-108.17 -15.02-15.02 -73.23-73.23 -5.57-5.57
68.9468.94 14.2814.28 116.02116.02 3.473.47 9.359.35 0.230.23 -111.14-111.14 -15.2-15.2 -68.86-68.86 -5.5-5.5
70.4370.43 14.0614.06 129.68129.68 4.524.52 7.867.86 -0.15-0.15 -112.75-112.75 -15.3-15.3 -67.26-67.26 -5.47-5.47
73.473.4 13.7313.73 126.73126.73 4.044.04 4.734.73 -1.02-1.02 -115.79-115.79 -15.51-15.51 -62.61-62.61 -5.38-5.38
74.8774.87 13.7913.79 125.25125.25 3.83.8 3.163.16 -1.51-1.51 -117.3-117.3 -15.63-15.63 -59.72-59.72 -5.31-5.31
77.877.8 13.6913.69 122.31122.31 3.433.43 0.120.12 -2.57-2.57 -120.3-120.3 -15.86-15.86 -56.82-56.82 -5.24-5.24
79.2679.26 13.9313.93 120.85120.85 3.273.27 -1.49-1.49 -3.14-3.14 -121.72-121.72 -15.99-15.99 -55.43-55.43 -5.2-5.2
82.1682.16 13.9213.92 117.92117.92 2.912.91 -4.44-4.44 -4.35-4.35 -124.89-124.89 -16.24-16.24 -50.97-50.97 -5.11-5.11
83.6183.61 13.9513.95 116.46116.46 2.722.72 -6.1-6.1 -4.97-4.97 -126.38-126.38 -16.36-16.36 -49.32-49.32 -5.08-5.08
86.4986.49 14.214.2 113.53113.53 2.412.41 -8.61-8.61 -6.21-6.21 -129.33-129.33 -16.6-16.6 -46.25-46.25 -5.02-5.02
87.9487.94 14.2414.24 112.05112.05 2.32.3 -9.85-9.85 -6.82-6.82 -130.92-130.92 -16.71-16.71 -44.72-44.72 -4.99-4.99
90.8390.83 14.3414.34 109.07109.07 2.142.14 -12.82-12.82 -7.97-7.97 -133.97-133.97 -16.86-16.86 -41.69-41.69 -4.94-4.94
93.7293.72 13.5913.59 106.05106.05 2.052.05 -15.77-15.77 -8.99-8.99 -137.06-137.06 -16.9-16.9 -38.36-38.36 -4.88-4.88
96.6196.61 13.9613.96 103103 2.022.02 -18.65-18.65 -9.87-9.87 -138.47-138.47 -16.78-16.78 -33.66-33.66 -4.81-4.81
99.599.5 1515 99.999.9 2.032.03 -21.58-21.58 -10.58-10.58 -140.4-140.4 -16.5-16.5 -29.09-29.09 -4.76-4.76
100.95100.95 15.7215.72 98.3298.32 2.052.05 -23.09-23.09 -10.88-10.88 -141.11-141.11 -16.3-16.3 -27.59-27.59 -4.74-4.74
103.86103.86 16.0816.08 95.1195.11 2.092.09 -26.15-26.15 -11.38-11.38 -142.87-142.87 -15.79-15.79 -23.11-23.11 -4.67-4.67
106.79106.79 16.3416.34 91.8391.83 2.142.14 -29.06-29.06 -11.76-11.76 -143.26-143.26 -15.14-15.14 -19.74-19.74 -4.55-4.55
109.74109.74 16.4116.41 88.5388.53 2.192.19 -30.98-30.98 -12.03-12.03 -143.77-143.77 -14.37-14.37 -13.99-13.99 -3.84-3.84
111.23111.23 16.5116.51 86.8886.88 2.212.21 -32.62-32.62 -12.14-12.14 -143.42-143.42 -13.95-13.95 -12.44-12.44 -3.52-3.52
114.21114.21 16.5716.57 83.6183.61 2.262.26 -35.5-35.5 -12.32-12.32 -142.35-142.35 -13.04-13.04 -9.56-9.56 -2.68-2.68
118.68118.68 16.6516.65 78.8178.81 2.322.32 -39.9-39.9 -12.53-12.53 -139-139 -11.63-11.63 -0.74-0.74 1.151.15
本实施例中的水平隔震弹性复位机构和竖向隔震弹性复位机构可以单独使用或组合使用,单独使用水平隔震弹性复位机构可实现水平隔震,单独使用竖向隔震弹性复位机构可实现竖向隔震,两者组合使用可实现竖向和水平的三维隔震。The horizontal isolation elastic reset mechanism and the vertical isolation elastic reset mechanism in this embodiment can be used alone or in combination, and the horizontal isolation elastic reset mechanism can be used for horizontal isolation, and the vertical isolation elastic reset mechanism can be used alone. Vertical isolation is achieved, and the combination of the two can achieve vertical and horizontal three-dimensional isolation.
作为本实施例的变换,启动控制平隔震设备包括在中框架内沿横向和纵向正交设置的结构相同的水平隔震弹性复位机构各至少一套,优选的是横向设置的水平隔震弹性复位机构与纵向设置的水平隔震弹性复位机构套数相同,如一套或两套或三套等。As a transformation of the embodiment, the start-up control flat-isolation device comprises at least one set of horizontally-isolated elastic restoring mechanisms of the same structure arranged orthogonally in the lateral direction and the longitudinal direction in the middle frame, preferably horizontally disposed horizontally isolated elastic The reset mechanism has the same number of sets of horizontal isolation elastic reset mechanisms as the longitudinal direction, such as one set or two sets or three sets.
作为本实施例的变换,隔震弹性复位机构为水平隔震弹性复位机构仅包括导杆、挡块、螺旋钢弹簧和绞线,所述的螺旋钢弹簧为一根,螺旋钢弹簧的两端分别与两块挡块相抵触,所述的绞线为四根,绞线的一端与挡块联接,另一端与面板联接。As a transformation of the embodiment, the seismic isolation elastic return mechanism is a horizontal isolation elastic return mechanism including only a guide rod, a stopper, a spiral steel spring and a stranded wire, and the spiral steel spring is one, and both ends of the spiral steel spring Corresponding to the two blocks, the strands are four, one end of the strand is connected with the block, and the other end is connected with the panel.
作为本实施例的变换,所述的导轨副可选用交叉滚柱导轨、滚柱直线导轨、滚珠直线导轨或滑动导轨副等水平滑动件。As a conversion of the embodiment, the guide rail pair may be a horizontal slider such as a cross roller guide, a roller linear guide, a ball linear guide or a slide guide pair.
作为本实施例的变换,水平隔震弹性复位机构的预设启动荷载预压长度L2可以在25mm~250mm范围内取值;竖向隔震弹性复位机构的预设启动荷载预压长度L4可以在30mm~150mm范围内取值。As a transformation of the embodiment, the preset starting load preloading length L2 of the horizontal isolation elastic returning mechanism can be in the range of 25 mm to 250 mm; the preset starting load preloading length L4 of the vertical isolation elastic returning mechanism can be The value ranges from 30mm to 150mm.
作为本实施例的变换,水平隔震弹性复位机构可以做如下变化:此时水平隔震弹性复位机构仅采用一根螺旋钢弹簧,且可以省去阻尼剪切套块17,该水平隔震弹性复位机构包括导杆13、挡块15、拉杆14、第一滑块16以及螺旋钢弹簧12,导杆13水平设置,挡块15为两块,分别套装在导 杆13的两端,第一滑块16套装在导杆13的中部,螺旋钢弹簧12为一根预压螺旋钢弹簧,螺旋钢弹簧12套装在导杆13上,位于挡块15之间,且该螺旋钢弹簧12穿过第一滑块16,螺旋钢弹簧12的两端分别与两块挡块15相抵触,拉杆14为四根,位于第一滑块16的左右两侧各两根,拉杆14穿过第一滑块16并与挡块15相连接。As a modification of the embodiment, the horizontal isolation elastic reset mechanism can be changed as follows: at this time, the horizontal isolation elastic return mechanism uses only one spiral steel spring, and the damping shear sleeve 17 can be omitted, and the horizontal isolation elastic The reset mechanism includes a guide rod 13, a stopper 15, a tie rod 14, a first slider 16, and a spiral steel spring 12. The guide rod 13 is horizontally disposed, and the stopper 15 is two pieces, which are respectively set in the guide At both ends of the rod 13, the first slider 16 is set in the middle of the guide rod 13, and the spiral steel spring 12 is a pre-pressed spiral steel spring. The spiral steel spring 12 is set on the guide rod 13 between the blocks 15. The spiral steel spring 12 passes through the first sliding block 16, and the two ends of the spiral steel spring 12 respectively interfere with the two blocking blocks 15, and the two pulling rods 14 are located on the left and right sides of the first sliding block 16 respectively. The pull rod 14 passes through the first slider 16 and is connected to the stopper 15.
该螺旋钢弹簧具有预压长度L1,存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,从而使得隔震弹性复位机构具有预设启动荷载的功能。L1=2L2,该预压长度L1可以在50mm~500mm范围内取值。The spiral steel spring has a preloading length L1, and a preset starting load exists. When the external load generated by the vibration is greater than the preset starting load, the starting is started, so that the isolated elastic resetting mechanism has a function of a preset starting load. L1=2L2, and the pre-compression length L1 can take a value in the range of 50 mm to 500 mm.
作为本实施例的变换,在上联接板9和下联接板11之间还可以加设竖向阻尼器,阻尼器可为速度型粘滞阻尼器或位移型阻尼器装置,增强其竖向抗震能力。As a modification of the embodiment, a vertical damper may be added between the upper coupling plate 9 and the lower coupling plate 11, and the damper may be a speed type viscous damper or a displacement damper device to enhance the vertical earthquake resistance. ability.
作为本实施例的变换,在上面板3和下面板2之间还可以加设水平阻尼器,阻尼器可为速度型粘滞阻尼器或位移型阻尼器装置,增强其水平抗震能力。As a modification of the embodiment, a horizontal damper may be added between the upper panel 3 and the lower panel 2. The damper may be a speed type viscous damper or a displacement type damper device to enhance the horizontal seismic resistance.
本实施例的启动控制隔震设备中设置的导轨副和水平隔震弹性复位机构均可以采用斜向正交结构,此时本实施例的设备可以做如下变换:设备包括上面板、下面板,上面板和下面板之间设置两套斜向正交导轨副,水平隔震弹性复位机构为两套,两套水平隔震弹性复位机构斜向正交设置在上面板、下面板之间,一套水平隔震弹性复位机构与上面板相联接,另一套水平隔震弹性复位机构与下面板相联接,两套水平隔震弹性复位机构通过对应的滑块相联接,同时通过滑块与导轨副进行联接,水平隔震弹性复位机构存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,且具有与隔震层变形相适应的运动能力。The device of the embodiment of the present invention can be configured with the following steps: the device includes the upper panel and the lower panel. Two sets of oblique orthogonal guide rails are arranged between the upper panel and the lower panel, and the horizontal isolation elastic returning mechanism is two sets, and two sets of horizontal isolation elastic reset mechanisms are obliquely arranged orthogonally between the upper panel and the lower panel. The horizontal isolation elastic reset mechanism is coupled with the upper panel, and the other horizontal seismic isolation elastic reset mechanism is coupled with the lower panel, and the two sets of horizontal isolation elastic reset mechanisms are coupled by corresponding sliders, and simultaneously pass the slider and the guide rail. The secondary connection is provided, and the horizontal isolation elastic reset mechanism has a preset starting load. When the external load generated by the vibration is greater than the preset starting load, the starting is started, and the moving ability is adapted to the deformation of the isolation layer.
本实施例同时公开了预设启动荷载的启动控制隔震方法,通过设备中的隔震弹性复位机构预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后启动控制弹性复位装置才开始启动,从而保证地震发生时被保护设备或文物的安全。In this embodiment, the start-up isolation isolation method of the preset start load is simultaneously disclosed, and the start-up load is preset by the isolation elastic reset mechanism in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset start load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
实施例二 Embodiment 2
本发明预设启动荷载的启动控制隔震设备的实施例二如图18至图20所示,与实施例一不同的是,本实施例的隔震弹性复位装置只包括水平隔震弹性复位机构,不设置竖向隔震弹性复位机构,同时省略了联接板和上腔体。As shown in FIG. 18 to FIG. 20, the embodiment of the present invention is different from the first embodiment. The seismic isolation elastic reset device of the present embodiment includes only the horizontal isolation elastic reset mechanism. The vertical isolation elastic reset mechanism is not provided, and the coupling plate and the upper cavity are omitted.
本实施例中,横向和纵向各设置了两套水平隔震弹性复位机构,四套水平隔震弹性复位机构沿横向和纵向两两垂直相交呈井字形架设在中框架4的边部,每一套隔震弹性复位机构的两端均通过导杆13与中框架4固定联接,横向的隔震弹性复位机构中的第一滑块16与上面板3联接,纵向的隔震弹性复位机构中的第一滑块16与下面板2联接,启动控制弹性复位装置为装置提供水平恢复力。 其余结构与实施例一相同。In this embodiment, two sets of horizontal isolation elastic reset mechanisms are disposed in the lateral direction and the longitudinal direction, and four sets of horizontal isolation elastic return mechanisms are perpendicularly arranged in the lateral direction and the longitudinal direction, and are arranged in a trapezoidal shape on the side of the middle frame 4, each of which Both ends of the elastic isolation mechanism are fixedly coupled to the middle frame 4 through the guide rods 13. The first slider 16 in the lateral isolation elastic return mechanism is coupled with the upper panel 3, and the longitudinal isolation elastic reset mechanism The first slider 16 is coupled to the lower panel 2, and the activation control elastic reset device provides a horizontal restoring force to the device. The rest of the structure is the same as in the first embodiment.
实施例三 Embodiment 3
本发明预设启动荷载的启动控制隔震设备的实施例三如图21至图23所示,与实施例一不同的是,本实施例的隔震弹性复位装置只包括水平隔震弹性复位机构,不设置竖向隔震弹性复位机构,同时省略了联接板和上腔体。As shown in FIG. 21 to FIG. 23, the seismic isolation resetting device of the present embodiment includes only the horizontal isolation elastic reset mechanism. The vertical isolation elastic reset mechanism is not provided, and the coupling plate and the upper cavity are omitted.
本实施例中,隔震弹性复位机构为水平隔震弹性复位机构,水平隔震弹性复位机构沿横向和纵向各一套,该水平隔震弹性复位机构包括导杆13、挡块15、螺旋钢弹簧12、钢绞线22和第二滑块23,导杆13水平设置,第二滑块23套装在导杆13的中部,挡块15为四块,两块挡块15分别套装在导杆13的两端,另外两块挡块15分别套装在导杆13的中部,与第二滑块23相抵触,螺旋钢弹簧12为结构相同的两根,分别位于第二滑块23的左右两侧,螺旋钢弹簧12套装在导杆13上,位于对应的两块挡块15之间,螺旋钢弹簧12的两端分别与对应的两块挡块15相抵触,钢绞线22为沿导杆7轴向设置的四根,位于第二滑块23的左右两侧各两根,钢绞线22的两端分别与对应的两块挡块15拉紧相连接,钢绞线22用于联接螺旋钢弹簧12两端的挡块15。本实施例中的钢绞线22要设置至少四根,对称设置在第二滑块23的左右两侧。In this embodiment, the seismic isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, and the horizontal isolation elastic return mechanism is provided in a lateral direction and a longitudinal direction. The horizontal isolation elastic reset mechanism includes a guide rod 13, a stopper 15, and a spiral steel. The spring 12, the steel strand 22 and the second slider 23, the guide rod 13 is horizontally disposed, the second slider 23 is set in the middle of the guide rod 13, and the stopper 15 is four, and the two stoppers 15 are respectively set on the guide rod The two ends of the 13 are respectively disposed in the middle of the guide rod 13 and are in contact with the second slider 23. The spiral steel springs 12 are two of the same structure, respectively located on the left and right sides of the second slider 23. On the side, the spiral steel spring 12 is set on the guide rod 13 between the corresponding two blocks 15. The two ends of the spiral steel spring 12 respectively interfere with the corresponding two blocks 15, and the steel strand 22 is guided along the guide. Four axially disposed rods 7 are located on the left and right sides of the second slider 23, and two ends of the steel strands 22 are respectively connected to the corresponding two blocks 15 and the steel strands 22 are used for A stopper 15 is coupled to both ends of the spiral steel spring 12. The steel strands 22 in this embodiment are disposed at least four, symmetrically disposed on the left and right sides of the second slider 23.
螺旋钢弹簧12为预压螺旋钢弹簧,螺旋钢弹簧12在不受震动的初始位置时处于预压状态,具有预压长度L3,存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,从而使得隔震弹性复位机构具有预设启动荷载的功能。The spiral steel spring 12 is a pre-pressed spiral steel spring, and the spiral steel spring 12 is in a pre-pressed state when it is not subjected to the initial position of the vibration, and has a pre-pressing length L3, and there is a preset starting load, and the external load generated when the vibration is greater than the preset The start-up is started after the load is started, so that the isolated elastic return mechanism has a function of a preset starting load.
本实施例中的两套水平隔震弹性复位机构相联动,导杆13穿过预压螺旋钢弹簧组件和第二滑块23,导杆13的两端分别与中框架4固定相联接,横向设置的一套水平隔震弹性复位机构中的第二滑块23与上面板3相联接,纵向设置的一套水平隔震弹性复位机构中的第二滑块23与下面板2相联接,启动控制弹性复位装置为装置提供水平恢复力。In the embodiment, the two sets of horizontal isolation elastic returning mechanisms are linked, the guiding rod 13 passes through the pre-pressing spiral steel spring assembly and the second sliding block 23, and the two ends of the guiding rod 13 are respectively fixedly coupled with the middle frame 4, and the horizontal direction The second slider 23 of the set of horizontal isolation elastic reset mechanism is coupled with the upper panel 3, and the second slider 23 of the horizontally-separated horizontal isolation elastic reset mechanism is coupled with the lower panel 2 to start Controlling the elastic reset device provides horizontal restoring force to the device.
本实施例的钢铰线22也可以为沿导杆7轴向设置的二根或四根,一般要求至少两根。The steel wire 22 of the present embodiment may also be two or four axially disposed along the guide rod 7, and generally requires at least two.
螺旋钢弹簧12在初始时处于预压状态,预压量由满足设备复位、启动控制荷载和项目需要共同确定,预压长度L3可设定为150mm,挡块15上粘贴有一层弹性缓冲片,以减小运动过程中的冲击。The spiral steel spring 12 is in a pre-pressing state at the initial stage, and the pre-pressing amount is determined by satisfying the equipment reset, the starting control load and the project need, the pre-pressing length L3 can be set to 150 mm, and the block 15 is pasted with a layer of elastic buffer sheet. To reduce the impact during the movement.
本实施例中的启动控制弹性复位装置工作过程如下:当设备地震响应大于所设置弹簧压缩量对应荷载时,设备隔震装置启动工作,如果上面板3与中框架4发生相对位移,第二滑块23压缩螺旋钢弹簧12,弹簧压缩量增加,另一侧螺旋钢弹簧12处于初始状态;当发生反向运动时,超过初始位置后,第二滑块23压缩另一侧螺旋钢弹簧12,对面压缩螺旋钢弹簧12处于初始状态。当设备地震响应小于所设置弹簧压缩量对应荷载时,设备隔震装置关闭工作,装置在螺旋钢弹簧12预压荷载 作用下恢复初始位置状态。下面板2与中框架4的运动与上面板3相同。The working process of the start-up control elastic reset device in this embodiment is as follows: when the seismic response of the device is greater than the load corresponding to the set spring compression amount, the device isolation device starts to work, if the upper panel 3 and the middle frame 4 are relatively displaced, the second slide The block 23 compresses the spiral steel spring 12, the spring compression amount increases, and the other side spiral steel spring 12 is in an initial state; when the reverse movement occurs, the second slider 23 compresses the other side spiral steel spring 12 after exceeding the initial position, The opposite compression spiral steel spring 12 is in an initial state. When the seismic response of the device is less than the corresponding load of the set spring compression, the equipment isolation device is closed, and the device is preloaded in the spiral steel spring 12. Restore the initial position state under the action. The movement of the lower plate 2 and the middle frame 4 is the same as that of the upper panel 3.
作为本实施例的变换,启动控制弹性复位装置包括在中框架内沿横向和纵向正交设置的结构相同的各至少一套,优选的是横向设置的启动控制弹性复位装置与纵向设置的启动控制弹性复位装置套数相同。As a modification of the embodiment, the start-up control elastic reset device includes at least one set of the same structure orthogonally disposed in the middle frame in the lateral direction and the longitudinal direction, preferably a laterally disposed start-up control elastic reset device and a longitudinally set start control The number of sets of elastic reset devices is the same.
作为本实施例的变换,预压长度L3可以在25mm~300mm范围内取值。As a conversion of this embodiment, the preloading length L3 can take values in the range of 25 mm to 300 mm.
本实施例同时公开了预设启动荷载的启动控制隔震方法,通过设备中的启动控制弹性复位装置预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后启动控制弹性复位装置才开始启动,从而保证地震发生时被保护设备或文物的安全。In this embodiment, a start-up control isolation method for presetting the starting load is also disclosed, and the starting load is preset by the start-up elastic reset device in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset starting load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
实施例四 Embodiment 4
本发明预设启动荷载的启动控制隔震设备的实施例四如图24所示,与实施例一不同的是,本实施例的隔震弹性复位装置只包括水平隔震弹性复位机构,不设置竖向隔震弹性复位机构,同时省略了联接板和上腔体。本实施例中的水平隔震弹性复位机构与实施例一相同,均为两套,但是中框架为分体式结构,导致水平隔震弹性复位机构与中框架以及面板之间的连接关系发生变化。As shown in FIG. 24, the embodiment of the present invention is different from the first embodiment. The seismic isolation resetting device of the present embodiment includes only the horizontal isolation elastic reset mechanism, and is not provided. The vertical isolation elastic return mechanism omits the coupling plate and the upper cavity at the same time. The horizontal isolation elastic return mechanism in this embodiment is the same as the first embodiment, and is two sets, but the middle frame is a split structure, which causes the connection relationship between the horizontal isolation elastic return mechanism and the middle frame and the panel to change.
本实施例中,中框架为两块中间联接板28构成的组合框架,二条横向导轨副设置在上面板3的下部与位于上方的一块中间联接板28的上部之间,二条纵向导轨副设置在下面板2的上部与位于下方的一块中间联接板28的下部之间,横向导轨副和纵向导轨副分别设置在上面板3和下面板2的周边位置,两块中间联接板28通过多根螺栓进行联接,横向设置的水平隔震弹性复位机构横向设置在上面板3下部与位于上方的一块中间联接板28上部之间,纵向设置的水平隔震弹性复位机构纵向设置在下面板2上部与位于下方的一块中间联接板28上部之间,水平隔震弹性复位机构与对应的上面板3或者下面板2通过对应的滑块相联接。In this embodiment, the middle frame is a combined frame composed of two intermediate connecting plates 28, and two horizontal guide rail pairs are disposed between the lower portion of the upper panel 3 and the upper portion of the intermediate connecting plate 28 located above, and the two longitudinal rail pairs are disposed under Between the upper portion of the panel 2 and the lower portion of the intermediate coupling plate 28 located below, the lateral rail pair and the longitudinal rail pair are respectively disposed at the peripheral positions of the upper panel 3 and the lower panel 2, and the two intermediate coupling plates 28 are carried out by a plurality of bolts. The horizontally-separated horizontal isolation elastic reset mechanism is laterally disposed between the lower portion of the upper panel 3 and the upper portion of the intermediate coupling plate 28 located above, and the longitudinally-separated horizontal isolation elastic reset mechanism is longitudinally disposed at the upper portion of the lower panel 2 and below. Between the upper portions of one intermediate link plate 28, the horizontal isolation elastic return mechanism is coupled to the corresponding upper panel 3 or lower panel 2 by corresponding sliders.
作为本实施例的变换,所述的导轨副可选用交叉滚柱导轨、滚柱直线导轨、滚珠直线导轨或滑动导轨副等水平滑动件。As a conversion of the embodiment, the guide rail pair may be a horizontal slider such as a cross roller guide, a roller linear guide, a ball linear guide or a slide guide pair.
实施例五 Embodiment 5
本发明预设启动荷载的启动控制隔震设备的实施例五如图25至图27所示。作用为实施例一变换,水平启动控制隔震设备部分可设置成单元体形式,单元体包括上面板3、下面板2、中框杆24、横向、纵向导轨副5、横向和纵向启动控制弹性复位装置1,中框杆24位于上联板3和下联板2之间,横向启动控制弹性复位装置1位于中框杆24和上联板2之间,纵向启动控制弹性复位装置1位于中框杆24和下联板2之间。将两套或以上所述单元体通过联接杆25组成水平启动控制隔震设备,在所述中框杆24两端采用联接杆25联成中框架。其余结构与实施例一相同。 The fifth embodiment of the starting control isolation device for presetting the starting load of the present invention is shown in FIGS. 25 to 27. The function is the change of the first embodiment. The horizontal start control isolation device can be set in the form of a unit body. The unit body includes the upper panel 3, the lower panel 2, the middle frame rod 24, the horizontal and vertical guide rails 5, and the horizontal and vertical start control flexibility. The reset device 1, the middle frame rod 24 is located between the upper joint plate 3 and the lower joint plate 2, the lateral start control elastic return device 1 is located between the middle frame rod 24 and the upper joint plate 2, and the longitudinal start control elastic reset device 1 is located in the middle frame Between the rod 24 and the lower plate 2. Two or more of the unit bodies are combined to form a horizontally actuated isolation device through the coupling rod 25, and a coupling rod 25 is used at both ends of the middle frame rod 24 to form a middle frame. The rest of the structure is the same as in the first embodiment.
本实施例同时公开了预设启动荷载的启动控制隔震方法,通过设备中的启动控制弹性复位装置预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后启动控制弹性复位装置才开始启动,从而保证地震发生时被保护设备或文物的安全。In this embodiment, a start-up control isolation method for presetting the starting load is also disclosed, and the starting load is preset by the start-up elastic reset device in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset starting load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
实施例六 Embodiment 6
本发明预设启动荷载的启动控制隔震设备的实施例六如图28至图32所示。作用为实施例一和实施例六变换,水平启动控制隔震设备部分可设置成单元体形式,预设启动荷载的启动控制隔震设备为四套,通过连接杆25联成整体,单元体包括上面板3、下面板2、水平隔震弹性复位组合机构100。水平隔震弹性复位组合机构100包括启动控制弹性复位装置1、固定框26和滑动轨道副27,第一滑块16与滑动轨道副27联接,可承担竖向荷载,也可沿轨道运动。单元体包括两套水平隔震弹性复位组合机构100,两件正交联接成一体,上层水平隔震弹性复位组合机构100斜向与上面板3联接,下层水平隔震弹性复位组合机构100斜向与下面板2联接。将四套或以上所述单元体通过联接杆25组成水平启动控制隔震设备,其余结构与实施例一相同。The sixth embodiment of the starting control isolation device for presetting the starting load of the present invention is shown in FIGS. 28 to 32. The functions of the first embodiment and the sixth embodiment are changed. The horizontal start control isolation device can be set into a unit body form, and the start control load isolation device with preset start load is four sets, and the unit body is integrated by the connecting rod 25, and the unit body includes Upper panel 3, lower panel 2, horizontal isolation elastic reset combination mechanism 100. The horizontally isolated elastic return combination mechanism 100 includes a start control elastic returning device 1, a fixed frame 26 and a sliding track pair 27, and the first slider 16 is coupled with the sliding track pair 27 to bear vertical loads and also to move along the track. The unit body comprises two sets of horizontally isolating elastic restoring mechanism 100, and the two pieces are orthogonally coupled into one body, and the upper horizontal isolation and elastic restoring combination mechanism 100 is obliquely coupled with the upper panel 3, and the lower horizontal isolation and elastic restoring combination mechanism 100 is obliquely Connected to the lower panel 2. Four or more unit bodies are formed by the coupling rod 25 to form a horizontally-starting control isolation device, and the rest of the structure is the same as that of the first embodiment.
本实施例中的水平隔震弹性复位机构斜向设置,隔震弹性复位机构均与水平横向具有45°的倾斜夹角,当采用两套水平隔震弹性复位机构时,两套隔震弹性复位机构斜向正交架设在中框架内。In the embodiment, the horizontal isolation elastic returning mechanism is obliquely disposed, and the seismic isolation elastic resetting mechanism has an inclined angle of 45° with the horizontal horizontal direction. When two sets of horizontal isolation elastic returning mechanisms are adopted, the two sets of elastic isolation elastic reset The mechanism is diagonally erected within the middle frame.
本实施例同时公开了预设启动荷载的启动控制隔震方法,通过设备中的启动控制弹性复位装置预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后启动控制弹性复位装置才开始启动,从而保证地震发生时被保护设备或文物的安全。In this embodiment, a start-up control isolation method for presetting the starting load is also disclosed, and the starting load is preset by the start-up elastic reset device in the device, and the elastic reset device is activated when the external load generated by the vibration is greater than the preset starting load. Start up to ensure the safety of protected equipment or artifacts during an earthquake.
本发明预设启动荷载的启动控制隔震设备实施例一至实施例六中的水平隔震弹性复位机构均可以互换使用,如实施例三中的水平隔震弹性复位机构可以直接用于实施例一或实施四或实施例六中。本发明实施例一中的竖向隔震弹性复位机构以及相应的联接板和上腔体,也可直接应用于实施例二至实施例六中。本发明实施例一中水平隔震弹性复位机构和竖向隔震弹性复位机构的各种变形也同样适用于实施例二至实施例六中。The horizontal isolation elastic return mechanism in the first embodiment to the sixth embodiment of the present invention can be used interchangeably. The horizontal isolation elastic reset mechanism in the third embodiment can be directly used in the embodiment. One or implementation four or six. The vertical isolation elastic reset mechanism and the corresponding coupling plate and upper cavity in the first embodiment of the present invention can also be directly applied to the second embodiment to the sixth embodiment. The various modifications of the horizontal isolation elastic return mechanism and the vertical isolation elastic return mechanism in the first embodiment of the present invention are also applicable to the second embodiment to the sixth embodiment.
本发明上述实施例一至实施例六的隔震设备,不仅可以用在楼板或展柜面板或地面上隔震,可以用在多用结构中用于实现隔震,如图33所示的主机设备201隔震或图34、图35所示的展柜202隔震。The vibration isolation device of the first embodiment to the sixth embodiment of the present invention can be used not only for sill isolation on the floor or the showcase panel or the ground, but also for use in the multi-purpose structure for achieving vibration isolation, and the host device 201 shown in FIG. The earthquake or the showcase 202 shown in Figs. 34 and 35 is isolated.
本发明的上述实施例并不是对本发明保护范围的限定,本发明的实施方式不限于此,根据本发明的上述内容,按照本领域的普通技术知识和惯用手段,在不脱离本发明上述基本技术思想前提下,对本发明上述结构做出的其它多种形式的修改、替换或变更,均落在本发明的保护范围之内。 The above-described embodiments of the present invention are not intended to limit the scope of the present invention, and the embodiments of the present invention are not limited thereto. According to the above-mentioned contents of the present invention, according to the ordinary technical knowledge and conventional means in the art, without departing from the above basic techniques of the present invention. Other various modifications, substitutions and alterations of the above-described structures of the present invention are intended to fall within the scope of the present invention.

Claims (23)

  1. 预设启动荷载的隔震弹性复位机构,其特征在于:所述隔震弹性复位机构包括导杆、挡块以及预设启动荷载弹性单元,所述挡块为至少两块,挡块套装在所述导杆上,所述的预设启动荷载弹性单元采用螺旋钢弹簧,所述的螺旋钢弹簧套装在导杆上,并且位于挡块之间,所述的螺旋钢弹簧为预压螺旋钢弹簧,具有预压长度,存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,从而使得所述的隔震弹性复位机构具有预设启动荷载的功能。The isolating elastic reset mechanism of the preset starting load is characterized in that: the seismic isolation elastic reset mechanism comprises a guide rod, a stopper and a preset starting load elastic unit, wherein the blocking block is at least two pieces, and the blocking piece is disposed in the On the guide rod, the preset starting load elastic unit adopts a spiral steel spring, the spiral steel spring is set on the guide rod and is located between the blocks, and the spiral steel spring is a pre-pressed spiral steel spring. The preloading length has a preset starting load, and the starting is started when the external load generated by the vibration is greater than the preset starting load, so that the isolated elastic resetting mechanism has the function of preset starting load.
  2. 根据权利要求1所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述的隔震弹性复位机构为水平隔震弹性复位机构,能够实现水平隔震,所述的导杆水平设置,所述的挡块为两块,分别套装在导杆的两端,所述的预设启动荷载弹性单元还包括拉杆和第一滑块,第一滑块套装在导杆的中部,所述的螺旋钢弹簧为一根,螺旋钢弹簧穿过第一滑块,螺旋钢弹簧的两端分别与两块挡块相抵触,所述的拉杆为四根,位于第一滑块的左右两侧各两根,拉杆的两端分别与挡块和第一滑块相联接,所述的螺旋钢弹簧具有预压长度L1。The seismic isolation elastic reset mechanism of claim 1 , wherein the vibration isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, and the guide rod level The first block is disposed at the two ends of the guide bar, and the preset start load elastic unit further includes a pull rod and a first slider, and the first slider is set in the middle of the guide rod. The spiral steel spring is one, the spiral steel spring passes through the first sliding block, and the two ends of the spiral steel spring respectively interfere with the two blocking blocks, and the pulling rods are four, which are located at the left and right of the first sliding block. Two sides on each side, the two ends of the tie rod are respectively coupled with the stopper and the first slider, and the spiral steel spring has a pre-compression length L1.
  3. 根据权利要求1所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述的隔震弹性复位机构为水平隔震弹性复位机构,能够实现水平隔震,所述的导杆水平设置,所述的挡块为两块,分别套装在导杆的两端,所述的预设启动荷载弹性单元还包括绞线,所述的螺旋钢弹簧为一根,螺旋钢弹簧的两端分别与两块挡块相抵触,所述的绞线为四根,绞线的一端与挡块联接,另一端与面板联接,所述的螺旋钢弹簧具有预压长度L1。The seismic isolation elastic reset mechanism of claim 1 , wherein the vibration isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, and the guide rod level The two blocks are respectively disposed at two ends of the guide bar, and the preset starting load elastic unit further comprises a stranded wire, wherein the spiral steel spring is one, and both ends of the spiral steel spring Corresponding to the two blocks respectively, the strands are four, one end of the strand is coupled to the block, and the other end is coupled to the panel, and the spiral steel spring has a pre-compression length L1.
  4. 根据权利要求2或3所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述预压长度L1为50mm~500mm。The seismic isolation elastic reset mechanism according to claim 2 or 3, wherein the preloading length L1 is 50 mm to 500 mm.
  5. 根据权利要求1所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述的隔震弹性复位机构为水平隔震弹性复位机构,能够实现水平隔震,所述的导杆水平设置,所述的挡块为两块,分别套装在导杆的两端,所述的预设启动荷载弹性单元还包括拉杆和第一滑块,第一滑块套装在导杆的中部,所述的螺旋钢弹簧为结构相同的两根,分别位于第一滑块的左右两侧,螺旋钢弹簧的一端穿过第一滑块,另一端与挡块相抵触,所述的拉杆为四根,位于第一滑块的左右两侧各两根,拉杆的两端分别与挡块和第一滑块相联接,所述的螺旋钢弹簧具有预压长度L2。The seismic isolation elastic reset mechanism of claim 1 , wherein the vibration isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, and the guide rod level The first block is disposed at the two ends of the guide bar, and the preset start load elastic unit further includes a pull rod and a first slider, and the first slider is set in the middle of the guide rod. The spiral steel springs are two of the same structure, respectively located on the left and right sides of the first slider, one end of the spiral steel spring passes through the first slider, and the other end is in contact with the stopper, and the tie rods are four Two ends on the left and right sides of the first slider, the two ends of the tie rod are respectively coupled with the stopper and the first slider, and the spiral steel spring has a preloading length L2.
  6. 根据权利要求5所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述预压长度L2为25mm~250mm。 The isolated elastic load reduction mechanism according to claim 5, wherein the preloading length L2 is 25 mm to 250 mm.
  7. 根据权利要求2至5任一项所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述的导杆为圆杆,导杆中部沿轴向开设有阻尼槽,所述阻尼槽内盛装有粘滞阻尼液,所述挡块和第一滑块内嵌装有阻尼剪切套块,所述的阻尼剪切套块具有剪切桨叶,剪切桨叶伸入阻尼槽内的粘滞阻尼液中,所述挡块和第一滑块沿导杆轴向滑动时会受到阻尼力的阻碍,进一步提高该隔震弹性复位机构的隔震能力。The shock isolation elastic return mechanism of the preset starting load according to any one of claims 2 to 5, characterized in that: the guiding rod is a round rod, and a damping groove is opened in the middle of the guiding rod in the axial direction, the damping The groove is filled with a viscous damping fluid, and the damping block and the first sliding block are embedded with a damping shearing sleeve. The damping shearing sleeve has a shearing blade, and the shearing blade extends into the damping groove. In the internal viscous damping fluid, when the stopper and the first sliding block slide along the axial direction of the guiding rod, the damping force is hindered, and the isolation capability of the seismic isolation elastic reset mechanism is further improved.
  8. 根据权利要求2至5所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述的导杆为圆杆,所述的挡块与导杆之间形成阻尼副,所述挡块沿导杆轴向滑动时会受到阻尼力的阻碍,进一步提高该隔震弹性复位机构的隔震能力。The shock isolation elastic return mechanism of the preset start load according to any one of claims 2 to 5, wherein the guide rod is a round rod, and a damping pair is formed between the stopper and the guide rod, the block When the block slides along the guide rod in the axial direction, it is hindered by the damping force, which further improves the isolation capability of the seismic isolation elastic reset mechanism.
  9. 根据权利要求1所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述的隔震弹性复位机构为水平隔震弹性复位机构,能够实现水平隔震,所述的导杆水平设置,所述的预设启动荷载弹性单元还包括绞线和第二滑块,第二滑块套装在导杆的中部,所述的挡块为四块,两块挡块分别套装在导杆的两端,另外两块挡块分别套装在导杆的中部,与所述的第二滑块相抵触,所述的螺旋钢弹簧为结构相同的两根,分别位于第二滑块的左右两侧,螺旋钢弹簧的两端分别与对应的两块挡块相抵触,所述的钢绞线为至少四根,位于第二滑块的左右两侧各两根,钢绞线的两端分别与对应的两块挡块拉紧相联接,钢绞线用于联接螺旋钢弹簧两端的挡块,所述的螺旋钢弹簧具有预压长度L3。The seismic isolation elastic reset mechanism of claim 1 , wherein the vibration isolation elastic reset mechanism is a horizontal isolation elastic reset mechanism, which can realize horizontal isolation, and the guide rod level The preset starting load elastic unit further comprises a stranded wire and a second sliding block, wherein the second sliding block is set in the middle of the guiding rod, and the stopping block is four pieces, and the two blocking pieces are respectively set on the guiding rod The two ends of the two blocks are respectively disposed in the middle of the guide bar and are in contact with the second slider. The spiral steel springs are two of the same structure, respectively located on the left and right sides of the second slider. On the side, the two ends of the spiral steel spring are respectively in contact with the corresponding two blocks, the steel strands are at least four, and two on the left and right sides of the second block, the two ends of the steel strand are respectively The two strands are tensioned and coupled to the two ends of the spiral steel spring, and the spiral steel spring has a preloading length L3.
  10. 根据权利要求9所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述预压长度L3为25mm~300mm。The isolated elastic load reduction mechanism according to claim 9, wherein the preloading length L3 is 25 mm to 300 mm.
  11. 根据权利要求1所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述的隔震弹性复位机构为竖向隔震弹性复位机构,能够实现竖向隔震,所述的导杆竖向设置,所述的挡块为两块,分别套装在导杆的两端,所述的预设启动荷载弹性单元还包括钢绞线,所述的螺旋钢弹簧为一根,所述的钢绞线为至少二根,钢绞线的两端分别与两块挡块拉紧相联接,钢绞线用于联接螺旋钢弹簧两端的挡块,所述的螺旋钢弹簧具有预压长度L4。The isolated elastic load reduction mechanism according to claim 1, wherein the vibration isolation elastic reset mechanism is a vertical isolation elastic reset mechanism, which can realize vertical isolation, and the guide The rods are vertically disposed, and the two blocks are respectively disposed at two ends of the guide rods, wherein the preset starting load elastic unit further comprises a steel strand, and the spiral steel spring is one, The steel strands are at least two, and the two ends of the steel strands are respectively connected with two stoppers, and the steel strands are used for connecting the stoppers at both ends of the spiral steel spring, and the spiral steel spring has a preloading length. L4.
  12. 根据权利要求11所述的预设启动荷载的隔震弹性复位机构,其特征在于:所述预压长度L4为30mm~150mm。The seismic isolation elastic reset mechanism for a preset starting load according to claim 11, wherein the preloading length L4 is 30 mm to 150 mm.
  13. 包含权利要求2至10任一项所述的隔震弹性复位机构的预设启动荷载的启动控制隔震设备,所述设备包括上面板、下面板和中框架,上面板用于承托被保护设备,中框架为中空的框体, 中框架位于上面板和下面板之间,分别与上面板和下面板相联接,下面板用于放置在楼板或展柜面板或地面上,所述上面板下部与所述中框架上部之间横向设置有二条横向导轨副,所述下面板上部与所述中框架下部之间纵向设置有二条纵向导轨副,横向导轨副和纵向导轨副均设置在中框架的四周边缘边,横向导轨副承托上面板,纵向导轨副承托在下面板上,使得该隔震设备具有良好的抗倾覆功能,同时该隔震设备通过双层双向导轨还能够实现任意水平方向的移动,其特征在于:所述的水平隔震弹性复位机构设置在所述中框架内,并且与对应的上面板或者下面板相联接。A start-up control isolation device comprising a preset start load of the seismic isolation reset mechanism according to any one of claims 2 to 10, the device comprising an upper panel, a lower panel and a middle frame, the upper panel being used for supporting Equipment, the middle frame is a hollow frame, The middle frame is located between the upper panel and the lower panel, respectively coupled to the upper panel and the lower panel, and the lower panel is for placing on the floor panel or the showcase panel or the ground, and the lower portion of the upper panel is laterally disposed between the upper portion of the middle frame There are two transverse rail pairs, two longitudinal rail pairs are longitudinally disposed between the lower plate portion and the lower portion of the middle frame, and the horizontal rail pair and the longitudinal rail pair are disposed on the peripheral edge of the middle frame, and the lateral rail auxiliary supports The panel and the longitudinal rail pair are supported on the lower panel, so that the isolation device has a good anti-overturning function, and the isolation device can also realize any horizontal movement through the double-layer bidirectional guide rail, which is characterized by: the level A seismic isolation elastic reset mechanism is disposed within the middle frame and coupled to a corresponding upper or lower panel.
  14. 根据权利要求13所述的预设启动荷载的启动控制隔震设备,其特征在于:所述的水平隔震弹性复位机构沿横向和纵向设置在所述中框架内,并且沿横向和纵向各设置至少一套,横向设置的水平隔震弹性复位机构横向架设在中框架上,并且通过对应的滑块与所述的上面板相联接,纵向设置的水平隔震弹性复位机构纵向架设在中框架上,并且通过对应的滑块与所述的下面板相联接,所述的水平隔震弹性复位机构存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,且具有与隔震变形相适应的运动能力。A start-up control isolation device according to claim 13, wherein said horizontally-isolated elastic return mechanism is disposed in said middle frame in a lateral direction and a longitudinal direction, and is disposed in a lateral direction and a longitudinal direction. At least one set of laterally disposed horizontally-isolated elastic returning mechanism is erected on the middle frame, and is coupled to the upper panel by a corresponding slider, and the longitudinally-separated horizontal isolation elastic returning mechanism is longitudinally erected on the middle frame And the horizontal sliding elastic returning mechanism has a preset starting load through a corresponding slider, and the starting load is started when the external load generated by the vibration is greater than the preset starting load, and has The ability to exercise in accordance with the isolation deformation.
  15. 根据权利要求14所述的预设启动荷载的启动控制隔震设备,其特征在于:所述的水平隔震弹性复位机构沿横向和纵向各一套,两套水平隔震弹性复位机构沿横向和纵向正交架设在所述中框架内。The start-up control isolation device with preset starting load according to claim 14, wherein: the horizontal isolation elastic return mechanism is set in a horizontal direction and a vertical direction, and two sets of horizontal isolation elastic return mechanisms are laterally and horizontally. The longitudinal direction is orthogonally disposed within the middle frame.
  16. 根据权利要求14所述的预设启动荷载的启动控制隔震设备,其特征在于:所述的水平隔震弹性复位机构沿横向和纵向各两套,四套水平隔震弹性复位机构沿横向和纵向两两垂直相交呈井字形架设在所述框架内。The starting control isolation isolation device according to claim 14, wherein the horizontal isolation elastic return mechanism is two sets in the lateral direction and the longitudinal direction, and four sets of horizontal isolation elastic return mechanisms are laterally and laterally. The longitudinal two-two perpendicular intersections are erected within the frame.
  17. 根据权利要求14所述的预设启动荷载的启动控制隔震设备,其特征在于:所述中框架为两块中间联接板构成的组合框架,所述的二条横向导轨副设置在所述上面板的下部与位于上方的一块中间联接板的上部之间,所述的二条纵向导轨副设置在所述下面板的上部与位于下方的一块中间联接板的下部之间,所述的横向导轨副和纵向导轨副分别设置在上面板和下面板的周边位置,所述的两块中间联接板通过螺栓进行联接,所述横向设置的水平隔震弹性复位机构横向设置在上面板下部与位于上方的一块中间联接板上部之间,所述纵向设置的水平隔震弹性复位机构纵向设置在下面板上部与位于下方的一块中间联接板上部之间,水平隔震弹性复位机构与对应的中间联接板通过对应的滑块相联接,水平隔震弹性复位机构与对应的上面板或者下面板通过对应的导杆相联接。 The start-up control isolation device with preset starting load according to claim 14, wherein the middle frame is a combined frame composed of two intermediate connecting plates, and the two horizontal guide rail pairs are disposed on the upper panel. Between the lower portion and the upper portion of the intermediate gusset located above, the two longitudinal rail pairs are disposed between the upper portion of the lower panel and the lower portion of an intermediate gusset located below, the transverse rail pair and The longitudinal rail pairs are respectively disposed at peripheral positions of the upper panel and the lower panel, and the two intermediate coupling plates are coupled by bolts, and the horizontally disposed horizontal isolation elastic reset mechanism is laterally disposed at a lower portion of the upper panel and a portion located above Between the upper intermediate plate portions, the longitudinally disposed horizontal isolation elastic returning mechanism is longitudinally disposed between the lower plate portion and the lower intermediate plate upper plate portion, and the horizontal isolation elastic return mechanism and the corresponding intermediate coupling plate pass correspondingly The sliders are coupled, and the horizontal isolation elastic reset mechanism and the corresponding upper or lower panel pass corresponding guide rods Connection.
  18. 根据权利要求17所述的隔震弹性复位机构的预设启动荷载的启动控制隔震设备,其特征在于:所述的导轨副为交叉滚柱导轨、滚柱直线导轨、滚珠直线导轨或滑动导轨副。The starting control isolation isolation device for a preset starting load of the seismic isolation elastic reset mechanism according to claim 17, wherein the guide rail pair is a cross roller guide, a roller linear guide, a ball linear guide or a slide guide vice.
  19. 包含权利要求2至10任一项所述的隔震弹性复位机构的预设启动荷载的启动控制隔震设备,所述设备包括上面板、下面板,上面板和下面板之间设置两套斜向正交导轨副,其特征在于:所述的水平隔震弹性复位机构为两套,两套水平隔震弹性复位机构斜向正交设置在上面板、下面板之间,一套水平隔震弹性复位机构与上面板相联接,另一套水平隔震弹性复位机构与下面板相联接,两套水平隔震弹性复位机构通过对应的滑块相联接,同时通过滑块与导轨副进行联接,所述的水平隔震弹性复位机构存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,且具有与隔震层变形相适应的运动能力。A start-up control isolation device comprising a preset start load of the seismic isolation reset mechanism according to any one of claims 2 to 10, wherein the device comprises an upper panel and a lower panel, and two sets of obliques are arranged between the upper panel and the lower panel The orthogonal rail pair is characterized in that: the horizontal isolation elastic reset mechanism is two sets, and two sets of horizontal isolation elastic reset mechanisms are obliquely arranged orthogonally between the upper panel and the lower panel, and one set of horizontal isolation The elastic reset mechanism is coupled with the upper panel, and the other set of horizontal isolation elastic reset mechanism is coupled with the lower panel, and the two sets of horizontal isolation elastic reset mechanisms are coupled by corresponding sliders, and are coupled to the guide rail pair through the slider. The horizontal isolation elastic reset mechanism has a preset starting load, and the starting load is started when the external load generated by the vibration is greater than the preset starting load, and has an athletic ability adapted to the deformation of the isolation layer.
  20. 根据权利要求18所述的预设启动荷载的启动控制隔震设备,其特征在于:所述的预设启动荷载的启动控制隔震设备为四套,通过联接杆联成整体,可实现水平隔震功能。The start-up control isolation device with preset starting load according to claim 18, wherein: the start-up control isolation device of the preset starting load is four sets, and the horizontal connection can be realized through the connecting rod. Shock function.
  21. 根据权利要求13至19任一项所述的预设启动荷载的启动控制隔震设备,其特征在于:所述设备还包括下联接板和竖向隔震弹性复位机构,所述下联接板安装在所述上面板上,所述的竖向隔震弹性复位机构包括导杆、挡块、螺旋钢弹簧和钢绞线,所述的导杆竖向设置,所述的挡块为两块,分别套装在导杆的两端,导杆的底端竖向插装在所述下联接板上,并与下联接板固定,所述的螺旋钢弹簧为一根,套装在导杆上,并且位于两块挡块之间,下部挡块与下联接板固定,所述的钢绞线为至少二根,钢绞线的两端分别与两块挡块拉紧相联接,钢绞线用于联接螺旋钢弹簧两端的挡块,所述的螺旋钢弹簧为预压螺旋钢弹簧,具有预压长度L4,存在预设启动荷载,当震动所产生的外部荷载大于预设启动荷载后才开始启动,所述设备兼有水平隔震弹性复位机构和竖向隔震弹性复位机构,可实现竖向和水平的三维隔震。The start-up control isolation device with preset starting load according to any one of claims 13 to 19, wherein the device further comprises a lower connecting plate and a vertical isolation elastic reset mechanism, and the lower connecting plate is mounted. The vertical isolation elastic reset mechanism includes a guide rod, a stopper, a spiral steel spring and a steel strand on the upper plate, the guide rod is vertically disposed, and the stopper is two pieces. They are respectively sleeved at two ends of the guide rod, and the bottom end of the guide rod is vertically inserted on the lower joint plate and fixed with the lower joint plate, and the spiral steel spring is one piece, which is set on the guide rod, and Located between two blocks, the lower block is fixed to the lower connecting plate, and the steel strands are at least two, and the two ends of the steel strand are respectively connected with two blocks, and the steel strand is used for a stopper connecting the two ends of the spiral steel spring, the spiral steel spring is a pre-pressed spiral steel spring, has a pre-pressing length L4, and has a preset starting load, and starts to start when the external load generated by the vibration is greater than the preset starting load. The device has both a horizontal isolation elastic reset mechanism and a vertical direction Shock elastic return means, can be realized three-dimensional vertical and horizontal isolation.
  22. 根据权利要求21所述的预设启动荷载的启动控制隔震设备,其特征在于:所述的竖向隔震弹性复位机构为五套,其中四套分别安装在设备的边缘处,另外一套安装在设备部分的中心处,当地震向下振动时,边缘处的四套竖向隔震弹性复位机构工作,当地震向上振动时,中心处的一套竖向隔震弹性复位机构工作,进行竖向隔震保护。The starting control isolation isolation device according to claim 21, wherein the vertical isolation elastic reset mechanism is five sets, wherein four sets are respectively installed at the edge of the device, and another set Installed at the center of the equipment section, when the earthquake vibrates downward, four sets of vertical isolation elastic reset mechanisms work at the edge. When the earthquake vibrates upwards, a set of vertical isolation elastic reset mechanism at the center works. Vertical isolation protection.
  23. 根据权利要求21所述的预设启动荷载的启动控制隔震设备,其特征在于:所述设备还包括上联接板和上腔体,竖向隔震弹性复位机构的导杆穿过所述的上联接板,所述的上腔体安装在所述上联接板上,竖向隔震弹性复位机构的导杆能够在所述上腔体内运动。 The starting control isolation isolation device according to claim 21, wherein the device further comprises an upper coupling plate and an upper cavity, and the guide rod of the vertical isolation elastic return mechanism passes through the The upper connecting plate is mounted on the upper connecting plate, and the guiding rod of the vertical isolation elastic returning mechanism is movable in the upper cavity.
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