CN105697646B - The sliding shock isolation pedestal of cross and its shock isolation method - Google Patents

The sliding shock isolation pedestal of cross and its shock isolation method Download PDF

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Publication number
CN105697646B
CN105697646B CN201610220068.XA CN201610220068A CN105697646B CN 105697646 B CN105697646 B CN 105697646B CN 201610220068 A CN201610220068 A CN 201610220068A CN 105697646 B CN105697646 B CN 105697646B
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China
Prior art keywords
slide
base
plinth
slider
sliding block
Prior art date
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Active
Application number
CN201610220068.XA
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Chinese (zh)
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CN105697646A (en
Inventor
时培成
何鹏坤
时培磊
张祖义
聂高法
王克飞
叶莉
赵宁
沈晨冰
孙阳敏
刘忠杰
李中玲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HEZE SHUANGLONG METALLURGICAL MACHINERY Co.,Ltd.
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Wuhu Duowei Damping Technology Co Ltd
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Priority to CN201610220068.XA priority Critical patent/CN105697646B/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
    • F16F15/08Suppression 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 rubber springs ; with springs made of rubber and metal

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses the sliding shock isolation pedestal of cross and its shock isolation method, the shock isolation pedestal includes support base and the plinth that connect with ground or exhibition booth, including the slide II that is located on the plinth and above slide II with the slide II slide I arranged in a crossed manner;The top of slide I is equipped with the slider I connected with the support plate being fixed on the support base;I bottom of slide is connected with connecting plate, and set sliding block II connects on the connecting plate and the slide II;The present invention has reliable and stable isolating affection, and reliable protection can be provided for showpiece, prevents vibrations from falling damage.

Description

The sliding shock isolation pedestal of cross and its shock isolation method
Technical field
The present invention relates to vibrations field of engineering technology, and in particular to damping, seismic isolation technology in vibrations engineering, more particularly to A kind of sliding shock isolation pedestal of cross and its shock isolation method.
Background technology
It is in Modern Museum or Large Exhibitions to there is the frangible historical relic such as relatively large sculpture or porcelain to put on display more, for relatively large Showpiece, since showpiece takes up space greatly in itself, it is difficult to obtain the protection as small exhibit.Visitor when visiting showpiece, If bumping to showpiece base, showpiece is possible to unexpected and breaks into pieces;Either when (slight) earthquake or other external force factors occurs, exhibition The base of product is subject in the case of external force, and showpiece is easily broken into pieces or damaged.
The content of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide shock insulation protection can be provided for showpiece, exhibition is reduced Product break the sliding shock isolation pedestal of cross and its shock isolation method of possibility under external force.
To achieve these goals, the technical solution adopted by the present invention is:
The sliding shock isolation pedestal of the cross, including support base and the plinth that is connected with ground or exhibition booth, including be located at Slide II on the plinth and above slide II and the slide II slide I arranged in a crossed manner;The slide I pushes up Portion is equipped with the slider I connected with the support plate being fixed on the support base;I bottom of slide is connected with connecting plate, described Set sliding block II connects on connecting plate and the slide II.
As a kind of embodiment, the slide II is arranged on the middle part of plinth, and the slide I is perpendicular to the slide II is set.
As another embodiment, the slide II is set along a diagonal of plinth;The slide I Set along another diagonal of plinth.
The support plate is cross-shaped configuration, and the slider I is connected with support plate middle part.
The connecting plate is square straight panel, the sliding block II be connected in the middle part of the connecting plate.
The bottom plate of the plinth is square structure;In the both sides of the slide II on the bottom plate of the plinth It is respectively equipped with triangle lightening hole.
The ball with I curved face contact of the slider I and the slide respectively is equipped between the slider I and the slide I;Institute State and the ball with II curved face contact of the sliding block II and slide respectively is equipped between sliding block II and slide II.
The support base is equipped with elastic shock attenuation plate or resilient cushion member;Set between the plinth and ground or exhibition booth There is the damping rubber layer for separating the two, paste one layer of elastic shock attenuation plate or resilient cushion member on the damping rubber layer.
The both ends end of the slide I and slide II is respectively equipped with damping rubber block.
The shock isolation method of the sliding shock isolation pedestal of this kind of cross, is specially:
Base is fixed on ground or floor or historical relic exhibition booth, and showpiece is placed on support base;
When seismic wave or shock wave are from the direction of slide I, base is waved with ground or exhibition booth, and support base and historical relic are used Property effect under, be kept essentially stationary;There is mutually moving along the direction of slide I between slider I and base;Pass through slider I It is mobile, alleviate vibration energy;
When seismic wave or shock wave are from the direction of slide II, base is waved with ground or exhibition booth, and support base and historical relic exist Under effect of inertia, it is kept essentially stationary;There is mutually moving along the direction of slide II between sliding block II and base;Pass through sliding block II movement, alleviates vibration energy;
During other directions beyond the direction of slide I and slide II of seismic wave or shock wave, base is with ground or exhibition Platform waves, and support base and historical relic are kept essentially stationary under effect of inertia;Exist between slider I and base along the direction of slide I Mutual movement;There is mutually moving along the direction of slide II between sliding block II and base;Pass through the shifting of slider I and sliding block II It is dynamic, alleviate vibration energy;
By above method, when the vibrations from ground are transferred on support base, shake and alleviated, the showpiece on support base Being capable of kept stable.
The advantage of the invention is that:The sliding shock isolation pedestal of the cross and its shock isolation method, slide are in criss-cross construction, Sliding block and slide roll connection, free to slide in right-angled intersection direction, simple in structure, can bear the vibrations of different directions, have There is good isolating affection;Shock isolation pedestal has reliable and stable isolating affection, and reliable protection can be provided for showpiece, is prevented Damage is fallen in vibrations.
Brief description of the drawings
Mark in the content and figure expressed below each width attached drawing of description of the invention is briefly described:
Fig. 1 is the structure diagram of the sliding shock isolation pedestal of cross of the present invention
Fig. 2 is the sliding shock isolation pedestal Structure explosion diagram of cross of the present invention.
Fig. 3 is the internal structure schematic diagram of the sliding shock isolation pedestal of cross of the present invention.
Fig. 4 is the skid rail structure diagram of the sliding shock isolation pedestal of cross of the present invention.
Fig. 5 is that the present invention is slide and sliding block connection structure schematic cross-section of the present invention.
Fig. 6 is structure diagram when being just arranged cross of the sliding shock isolation pedestal of cross of the present invention.
Mark in above-mentioned figure is:
1st, support base, 2, plinth, 3, connecting hole, 4, slide I, 5, slide II, 6, support plate, 7, connecting plate, 8, sliding Block I, 9, sliding block II, 10, base location hole, 11, support plate connecting hole, 12, ball.
Embodiment
It is further detailed to the embodiment work of the present invention by the description to optimum embodiment below against attached drawing Thin explanation.
As Figure 1-Figure 4, the sliding shock isolation pedestal of the cross, including support base 1 and the side that is connected with ground or exhibition booth Shape base 2, support base 1 are set parallel to plinth 2, and plinth 2 is equipped with base location hole 10, and plinth 2 passes through Base location hole 10 is fixedly connected on ground or exhibition booth;Including the slide II 5 being located on plinth 2 and arranged on slide II 5 Top and the slide I 4 arranged in a crossed manner of slide II 5, slide II 5 are connected on plinth 2;The top of slide I 4 is equipped with slider I 8, Slider I 8 and support plate 6 connect, and support plate 6 is fixed on support base 1;I 4 bottom of slide is connected with connecting plate 7,7 He of connecting plate Set sliding block II 9 connects on slide II 5.
Slide II 5 is used for movement locus and the movement travel for limiting sliding block II 9, and slide I 4 is used for the movement for limiting slider I 8 Track and movement travel.Slide II 5 and slide I 4 are in spatially chi structure, and providing buffering for the showpiece on support base 1 subtracts Protective effect is shaken, prevents showpiece from breaking.
As a kind of preferred embodiment, slide II 5 is set along a diagonal of plinth 2;Slide I 4 Set along another diagonal of plinth 2;Slide II 5 and slide I 4 are separately positioned on the diagonal of plinth 2 On direction, other directions in the diagonal of plinth 2 and X/Y plane, there is provided more reliable cushioning effect.
As shown in fig. 6, as another embodiment, slide II 5 is arranged on the middle part of plinth 2, slide I 4 perpendicular to Slide II 5 is set;Slide II 5 and slide I 4 are the positive cross structure spatially intersected, along slide I 4, slide II 5 direction and Other directions in X/Y plane, alleviate the vibrational energy ripple from all directions, there is provided cushioning effect.
The bottom plate of plinth 2 is square structure;Two diagonal of plinth 2 intersect, to realize full side The reliable function of shock insulation of position all angles.
On the bottom plate of plinth 2 triangle lightening hole is respectively equipped with the both sides of slide II 5;Reduce plinth 2 Weight, reduces the inertia of whole shock isolation pedestal, reduces vibration energy, there is provided reliable damping effect.
Support plate 6 is cross-shaped configuration, and support plate 6 is fixedly connected with 1 lower face of support base, and stabilization is provided for support base 1 Reliable supporting role, slider I 8 are connected with the middle part of support plate 6.The support plate 6 of cross-shaped configuration is connected equipped with support plate 6 Hole 11, slider I 8 are equipped with corresponding mounting hole, and slider I 8 and support plate 6 are fastenedly connected by dormant bolt.
Connecting plate 7 is square straight panel, and sliding block II 9 is connected with the middle part of connecting plate 7.Sliding block II 9 is fixedly connected on connection On the lower face of plate 7, slide I 4 is fixedly connected on the upper surface of straight panel.One is provided with the upper surface of straight panel to be ranked position Hole, straight panel and the corresponding location hole on slide I 4 are screwed connection.
The ball 12 with I 4 curved face contact of slider I 8 and slide respectively is equipped between slider I 8 and slide I 4;Sliding block II 9 and cunning The ball 12 with II 5 curved face contact of sliding block II 9 and slide respectively is equipped between rail II 5.Slide II 5 is provided with above base and is slided Rail I 4, is equipped with sliding block II 9 and slider I 8, the inside of slider I 8 and sliding block II 9 is disposed with multiple balls 12 along slide direction;Pass through Ball 12 roll connection, can relatively reduced friction of motion, high sensitivity.
Fig. 5 is the internal structure schematic diagram of present invention slider I 8 and slide I 4 and sliding block II 9 and slide II 5, slide and cunning Rolled and connected by ball 12 between block, with slide using curved face contact, rather than point contact, it can bear to come from ball 12 The power of all directions, significantly increases load-carrying ability, improves the isolating affection and practicality of shock isolation pedestal.
Preferably, support base 1 is equipped with elastic shock attenuation plate or resilient cushion member, and each side of support base 1, which is equipped with, to be used to connect Connect the connecting hole 3 of elastic shock attenuation plate;Elastic shock attenuation plate or bullet can be equipped between plinth 2 and ground or exhibition booth equipped with surface The damping rubber layer of property beam.1 upper surface of support base can be equipped with one layer of elastic shock attenuation plate or resilient cushion member, hung down with realizing The upward damping of Nogata, can be equipped with the damping rubber layer for separating the two, in damping rubber between plinth 2 and floor/ground Layer on go back one layer of elastic shock attenuation plate of Pasting or resilient cushion member, to increase the damping capacity of structural member, realize vertical two level every Shake, improves its vertical shock resistance and stability.
The card slot or fixture block of fixed showpiece are set on support base 1, preferably to fix showpiece or historical relic.
The both ends end of slide I 4 and slide II 5 is respectively equipped with damping rubber block.In slider I 8 and II 9 travel limit of sliding block End set rubber block, to prevent that two sliding blocks are collided with plinth 2 during strenuous vibration, further improve damping imitate Fruit.
, can be according to the volume size of historical relic, using independent or multiple sliding shock isolation pedestals of cross during engineering practice It is connected in parallel and realizes large area damping antidetonation.
The shock isolation method of the sliding shock isolation pedestal of the cross, is specially:
Base is fixed on ground or floor or historical relic exhibition booth, and showpiece is placed on support base 1;
When seismic wave or shock wave are from the direction of slide I 4 (horizontal X direction), base is waved with ground or exhibition booth, support Seat 1 and historical relic are kept essentially stationary under effect of inertia;There is the mutual fortune along the direction of slide I 4 between slider I 8 and base It is dynamic;By the movement of slider I 8, alleviate vibration energy;
When seismic wave or shock wave are from the direction of slide II 5 (horizontal Y-direction), base is waved with ground or exhibition booth, branch Seat 1 and historical relic are supportted under effect of inertia, is kept essentially stationary;There is the phase along the direction of slide II 5 between sliding block II 9 and base Mutually movement;By the movement of sliding block II 9, alleviate vibration energy;
During other directions (in X/Y plane) beyond the direction of slide I 4 and slide II 5 of seismic wave or shock wave, bottom Seat is waved with ground or exhibition booth, and support base 1 and historical relic are kept essentially stationary under effect of inertia;Deposited between slider I 8 and base In mutually moving along I 4 direction of slide;There is mutually moving along II 5 direction of slide between sliding block II 9 and base;Pass through cunning The movement of block I 8 and sliding block II 9, alleviates vibration energy;
By above method, when the vibrations from ground are transferred on support base 1, shake and alleviated, vibrations are almost Eliminate, the showpiece on support base 1 can keep stable, will not fall damage, protect historical relic well, and it is easy to be particularly suitable for protection Mince product.
The advantages of cross of the present invention sliding shock isolation pedestal, is:
(1) slide is in criss-cross construction, and sliding block and slide roll connection, structure free to slide in right-angled intersection direction Simply, the vibrations of different directions can be born, there is good isolating affection, add the usage range of shock isolation pedestal.
(2) shock isolation pedestal can be according to the individual requirement of different historical relics, to control the size of plinth 2, with control Range of movement when adjusting slider dispatches from the factory, to adapt to the requirement of different exhibition of cultural relics.
(3) it is in rolling contact between sliding block and slide by special conjunction metal ball, it is possible to reduce friction increases its flexibility, Due to being supported using a large amount of balls, its damping effect will not be destroyed because of the damage of one of ball, make damping stability Most preferably.
(4) shock isolation pedestal has reliable and stable isolating affection, and reliable protection can be provided for showpiece, prevents vibrations from falling Fall damage.
(5) sensor or electronic component that the present invention need not be complicated, simple in structure, fringe cost is low, manufacture, maintenance letter It is single, promoted easy to engineering.
(6) the sliding shock isolation pedestal of cross of the present invention, can comprehensive shock insulation in the horizontal direction, can obtain it is more satisfactory every Effect is shaken, to achieve the purpose that to protect historical relic, it is simple to manufacture, cost is low, and damping is thorough, has wide application prospect.
(7) guide rail arrangement form of the invention can also equally be used and is just arranged cross, principle and the sheet of its shock insulation vibration damping Invent it is identical, can as the present invention a kind of extensional, they can also equally play the role of shock insulation vibration damping.
Obviously present invention specific implementation is not subject to the restrictions described above, as long as employing the methodology and skill of the present invention The improvement for the various unsubstantialities that art scheme carries out, within protection scope of the present invention.

Claims (1)

1. the shock isolation method of the sliding shock isolation pedestal of cross, the sliding shock isolation pedestal of cross, including support base and and ground Or the plinth of exhibition booth connection, including the slide II that is located on the plinth and arranged on slide II above with the slide II slide I arranged in a crossed manner;The top of slide I is equipped with the slider I connected with the support plate being fixed on the support base;Institute State I bottom of slide and be connected with connecting plate, set sliding block II connects on the connecting plate and the slide II;The slide II is set In the middle part of plinth, the slide I is set perpendicular to the slide II;The slide II is diagonal along one of plinth Line direction is set;The slide I is set along another diagonal of plinth;The support plate is cross-shaped configuration, The slider I is connected with support plate middle part;The connecting plate is square straight panel, the sliding block II and the connecting plate Middle part is connected;The bottom plate of the plinth is square structure;In the slide II on the bottom plate of the plinth Both sides are respectively equipped with triangle lightening hole;Between the slider I and the slide I be equipped with respectively with the slider I and the slide I The ball of curved face contact;The rolling with II curved face contact of the sliding block II and slide respectively is equipped between the sliding block II and slide II Pearl;The support base is equipped with elastic shock attenuation plate or resilient cushion member;Being equipped between the plinth and ground or exhibition booth will The two damping rubber layer for separating, pastes one layer of elastic shock attenuation plate or resilient cushion member on the damping rubber layer;The slide I And the both ends end of slide II is respectively equipped with damping rubber block;It is characterized in that:Specially:
Base is fixed on ground or floor or historical relic exhibition booth, and showpiece is placed on support base;
When seismic wave or shock wave are from the direction of slide I, base is waved with ground or exhibition booth, and support base and historical relic are made in inertia Under, it is kept essentially stationary;There is mutually moving along the direction of slide I between slider I and base;By the movement of slider I, Alleviate vibration energy;
When seismic wave or shock wave are from the direction of slide II, base is waved with ground or exhibition booth, and support base and historical relic are in inertia Under effect, it is kept essentially stationary;There is mutually moving along the direction of slide II between sliding block II and base;Pass through sliding block II It is mobile, alleviate vibration energy;
During other directions beyond the direction of slide I and slide II of seismic wave or shock wave, base shakes with ground or exhibition booth Pendulum, support base and historical relic are kept essentially stationary under effect of inertia;There is the phase along the direction of slide I between slider I and base Mutually movement;There is mutually moving along the direction of slide II between sliding block II and base;By the movement of slider I and sliding block II, Alleviate vibration energy;
By above method, when the vibrations from ground are transferred on support base, shake and alleviated, the showpiece on support base can Kept stable.
CN201610220068.XA 2016-04-11 2016-04-11 The sliding shock isolation pedestal of cross and its shock isolation method Active CN105697646B (en)

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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106979275B (en) * 2017-05-11 2023-05-09 深圳梵尼诗文化科技有限公司 Suspension type damping support, gramophone support base and mounting and debugging method
CN108618429A (en) * 2018-06-26 2018-10-09 嘉兴普泰克减震技术有限公司 Shock mount and historical relic exhibition booth
CN110513434B (en) * 2019-09-20 2024-03-12 四川省龙丹纳科技有限公司 Orthogonal guide rail type vibration isolation device and design method thereof
CN111795108B (en) * 2020-07-17 2021-12-10 重庆埃力森金属制品股份有限公司 Shock-absorbing placement method for bearing object
CN113160685A (en) * 2020-12-24 2021-07-23 山东三越仪器有限公司 Science popularization seismic mitigation and isolation simulation earthquake test stand

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1185506A (en) * 1996-12-11 1998-06-24 三菱制钢株式会社 Large high-strength vibration isolating device
CN203847622U (en) * 2014-04-25 2014-09-24 佛山市百安居减震科技有限公司 Shock isolation device for equipment
CN205639459U (en) * 2016-04-11 2016-10-12 芜湖多维减震技术有限公司 Sliding shock insulation pedestal of cross

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3843371B2 (en) * 2002-12-18 2006-11-08 博 寺町 Elastic support base unit and seismic isolation guide unit
JP2006153210A (en) * 2004-11-30 2006-06-15 Mitsubishi Heavy Ind Ltd Seismic isolator

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1185506A (en) * 1996-12-11 1998-06-24 三菱制钢株式会社 Large high-strength vibration isolating device
CN203847622U (en) * 2014-04-25 2014-09-24 佛山市百安居减震科技有限公司 Shock isolation device for equipment
CN205639459U (en) * 2016-04-11 2016-10-12 芜湖多维减震技术有限公司 Sliding shock insulation pedestal of cross

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Effective date of registration: 20201223

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