CN106836928B - Laminated rubber steel plate lead block damps rod axial seismic isolation device - Google Patents

Laminated rubber steel plate lead block damps rod axial seismic isolation device Download PDF

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Publication number
CN106836928B
CN106836928B CN201710093000.4A CN201710093000A CN106836928B CN 106836928 B CN106836928 B CN 106836928B CN 201710093000 A CN201710093000 A CN 201710093000A CN 106836928 B CN106836928 B CN 106836928B
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steel plate
laminated rubber
plate
rubber steel
layer
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CN106836928A (en
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张辰啸
聂桂波
戴君武
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Anhui University of Technology AHUT
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Anhui University of Technology AHUT
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses a kind of laminated rubber steel plate lead blocks to damp rod axial seismic isolation device, including otic placode, the inside rod iron of axis, protection steel cylinder, laminated rubber steel plate, supporting steel pipe, lead column and connecting base plate, there are two laminated rubber steel plate is total, the inside of each laminated rubber steel plate is equipped with the inside rod iron of axis, one end of the inside rod iron of axis is fixedly connected with otic placode, the other end is fixedly connected by lead column with connecting base plate, and the circumference of connecting base plate is equipped with several supporting steel pipes;Laminated rubber steel plate is alternately bonded by tubulose steel plate layer and tubulose glue plate layer, and most inner side, the outermost of laminated rubber steel plate are rubber layer, and two laminated rubber steel plates are by protecting steel cylinder to connect.The present invention realizes the effect for subtracting shock insulation by the elasticity of lead column, the energy of the continuous dissipation Seismic input of plastic deformation, can substitute conventional springs damping direct lever system, the axial shock isolation system element as novel three-dimensional shock isolating pedestal.

Description

Laminated rubber steel plate lead block damps rod axial seismic isolation device
Technical field
The present invention relates to subtract shock insulation apparatus field, and in particular to a kind of laminated rubber steel plate lead block damping rod axial subtract every Shake device.
Background technology
China is located in two main earthquake zones-between Eurasian earthquake zone and circum-Pacific seismic belt, be in the world by One of to earthquake damage country the most serious.Caused by structure, equipment (such as cultural relics in the collection of cultural institution storage apparatus) are destroyed in city Economic loss and casualties will cause huge impact to national security and social stability.Earthquake is since earth formation is in In complicated stress state, with the continuous variation of the earth's crust, when the effect of crustal stress is more than the ultimate strength of somewhere rock stratum, rock stratum Unexpected fracture and the changing of the relative positions will occur, so as to cause vibrations, and pass to earth's surface in the form of elastic wave, cause adjacent ground surface Object with certain mass generates inertia force, when the shock resistance for this effect of inertia of resistance that object itself has is insufficient When, object destroys.And when the predominant period of earthquake motion and the natural vibration period of object relatively when, the destruction of object just will It is more serious.And the natural vibration period of object can be significantly changed by the way that certain earthquake isolating equipment is arranged to object, to avoid ground The predominant period of shake reduces destruction of the object under geological process, increases to significantly reduce the inertia force for acting on object Safety of the object under earthquake.
Traditional seismic isolation technology that subtracts is generally divided into two major classes:One kind be by the setting of earthquake isolating equipment come extending structure from It shakes the period, reduces the earthquake response of superstructure;Another kind of is the device to be consumed energy by the junction setting on structure with basis, Consume earthquake reduces the destruction of geological process to the energy input of structure to reduce the seismic energy being input in structure.Mesh It is preceding both subtract seismic isolation technology and achieve preferable application, but above two subtracts the isolation measure that vibration isolation way is taken and is all To reduce horizontal earthquake action as target, it is only able to meet the need of horizontal vibration isolation as the bearing subtracted designed by vibration isolation target It wants.But practical earthquake shows that influence of axial (vertical) earthquake to object is very important, in some cases, acts on It can be more than horizontal earthquake action.Traditional shock isolation pedestal is typically all to carry out shock insulation for horizontal direction, this makes traditional Isolating Platform On the one hand seat is unsatisfactory for the requirement of axial shock insulation, on the other hand, in some cases, can also act on Axial Seismic and generate amplification Effect.
Publication No. CN104315079A, CN104315080A, CN104294954A, CN104295660A and Disclose a kind of novel three-dimensional shock isolating pedestal in five patents of invention of CN104358822A, but spring damping in this bearing The performance of direct lever system limits its application, needs more suitable axial shock isolation system element, the present invention that can be used as novel Three-dimensional shock isolation support axial shock isolation system element well.
Invention content
It is an object of the invention to overcome the above-mentioned problems in the prior art, a kind of laminated rubber steel plate lead block is provided Rod axial seismic isolation device is damped, conventional springs damping direct lever system, the axis as novel three-dimensional shock isolating pedestal can be substituted To shock isolation system element.
To realize above-mentioned technical purpose and the technique effect, the present invention is achieved through the following technical solutions:
A kind of laminated rubber steel plate lead block damping rod axial seismic isolation device, including the inside rod iron of otic placode, axis, protection steel Cylinder, laminated rubber steel plate, supporting steel pipe, lead column and connecting base plate, the laminated rubber steel plate altogether there are two, it is each described folded The inside of layer rubber steel plate is equipped with the inside rod iron of axis, and one end of the inside rod iron of axis is fixedly connected with otic placode, and the other end is logical It crosses lead column to be fixedly connected with connecting base plate, the circumference of the connecting base plate is equipped with several supporting steel pipes;The laminated rubber steel Plate is alternately bonded by tubulose steel plate layer and tubulose glue plate layer, and most inner side, the outermost of the laminated rubber steel plate are rubber Glue-line, two laminated rubber steel plate outermost rubber layers are connected in one by the protection steel cylinder.
Further, the diameter of the inside rod iron of the axis and lead column is equal.
Further, every layer of steel plate thickness is equal in the tubulose steel plate layer.
Further, every layer of offset plate passes through vulcanization or the Interal fixation of adhesive means and both sides in the tubulose glue plate layer.
Further, in a rectangular parallelepiped shape, four sides of circumference are equipped with supporting steel pipe to the connecting base plate.
Further, the outer end face of the supporting steel pipe is in the cambered surface with protection steel cylinder medial surface cooperation.
The beneficial effects of the invention are as follows:
1, the present invention solves the problems, such as axially to subtract shock insulation, provides and subtracts for shock insulation apparatus to be subtracted such as cultural relics in the collection of cultural institution storage apparatus Shock insulation is protected, and " is cut off " or is weakened the transmission of geological process to the maximum extent, extend the natural vibration period of shock insulation apparatus to be subtracted, avoid The energy of the predominant period of geological process, Seismic input are constantly dissipated by the elasticity and plasticity deformation of lead column, are realized and are subtracted The effect of shock insulation.Apparatus of the present invention can substitute conventional springs damping direct lever system, the axial direction as novel three-dimensional shock isolating pedestal Shock isolation system element.
2, according to the axial natural vibration period of shock insulation apparatus to be subtracted, the rubber layer and steel plate layer and alternately viscous of different-thickness are selected Knot, extends the axial natural vibration period of shock insulation apparatus to be subtracted.
Certainly, it implements any of the products of the present invention and does not necessarily require achieving all the advantages described above at the same time.
Description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, will be described below to embodiment required Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for ability For the those of ordinary skill of domain, without creative efforts, it can also be obtained according to these attached drawings other attached Figure.
Fig. 1 is the dimensional structure diagram of seismic isolation device of the present invention;
Fig. 2 is the overlooking structure diagram of seismic isolation device of the present invention;
Fig. 3 is the main structure diagram of seismic isolation device of the present invention;
Fig. 4 is the dimensional structure diagram that steel cylinder is protected in the present invention;
Fig. 5 is the side structure schematic view that steel cylinder is protected in the present invention;
Fig. 6 is that the present invention omits the dimensional structure diagram after protecting steel cylinder;
Fig. 7 is the overlooking structure diagram of Fig. 6 structures;
Fig. 8 is the main structure diagram of Fig. 6 structures;
Fig. 9 is the connection diagram of otic placode, the inside rod iron of axis, lead column and connecting base plate in the present invention;
Figure 10 is the overlooking structure diagram of Fig. 9 structures;
Figure 11 is the main structure diagram of Fig. 9 structures;
Figure 12 is the dimensional structure diagram of lead column, connecting base plate and supporting steel pipe in the present invention;
Figure 13 is the present invention looks up structural representation of Figure 12 structures;
Figure 14 is the overlooking structure diagram of Figure 12 structures;
Figure 15 is the main structure diagram of Figure 12 structures;
Figure 16 is the side structure schematic view of laminated rubber steel plate in the present invention;
In attached drawing, parts list represented by the reference numerals are as follows:
1- otic placodes, the inside rod iron of 2- axis, 3- protection steel cylinders, 4- laminated rubber steel plates, 5- supporting steel pipes, 6- connecting base plates, 7- lead columns.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, those of ordinary skill in the art are obtained all other without creative efforts Embodiment shall fall within the protection scope of the present invention.
It please refers to Fig.1 shown in -16, the present embodiment is that a kind of laminated rubber steel plate lead block damping rod axial subtracts shock insulation dress It sets, including the inside rod iron 2 of otic placode 1, axis, protection steel cylinder 3, laminated rubber steel plate 4, supporting steel pipe 5, lead column 7 and connecting base plate 6, laminated rubber steel plate 4 altogether there are two, the inside of each laminated rubber steel plate 4 is equipped with the inside rod iron 2 of axis, the inside rod iron of axis 2 One end be fixedly connected with otic placode 1, the other end is fixedly connected by lead column 7 with connecting base plate 6, and the circumference of connecting base plate 6 is set There are several supporting steel pipes 5;Laminated rubber steel plate 4 is alternately bonded by tubulose steel plate layer and tubulose glue plate layer, laminated rubber steel Most inner side, the outermost of plate 4 are rubber layer, and two 4 outermost rubber layers of laminated rubber steel plate are by protecting steel cylinder 3 to be connected to One.
Wherein, the inside rod iron 2 of axis is equal with the diameter of lead column 7.
Wherein, every layer of steel plate thickness is equal in tubulose steel plate layer, and every layer of offset plate passes through vulcanization or gluing in tubulose glue plate layer The Interal fixation of mode and both sides.
Wherein, in a rectangular parallelepiped shape, four sides of circumference are equipped with supporting steel pipe 5 to connecting base plate 6.The outer end face of supporting steel pipe 5 In the cambered surface with protection 3 medial surface of steel cylinder cooperation.
One of the present embodiment has particular application as:It is stored up suitable for a variety of shock insulation apparatus to be subtracted in city incity, such as cultural relics in the collection of cultural institution Put device.In use, cultural relics in the collection of cultural institution storage apparatus is directly fixedly connected with otic placode 1, when non-earthquake state under xial feed effect, Cultural relics in the collection of cultural institution storage apparatus reaches stress balance by the shear action of rubber in laminated rubber steel plate 4;When geological process occurs, The continually changing pressure of amplitude axially generated is by the shear-deformable weakening of laminated rubber steel plate 4, and laminated rubber steel plate 4 Setting extend the axial natural vibration period of cultural relics in the collection of cultural institution storage apparatus so that the axial natural vibration period of cultural relics in the collection of cultural institution storage apparatus Predominant period far from earthquake, to significantly reduce Axial Seismic effect, the elasticity that the energy of Seismic input passes through lead column 7 It constantly dissipates with plastic deformation, realizes the effect for subtracting shock insulation;After the earthquake, cultural relics in the collection of cultural institution storage apparatus reaches stress again Balance.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one implementation of the present invention In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example. Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples to close Suitable mode combines.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment All details are described, are not limited the invention to the specific embodiments described.Obviously, according to the content of this specification, It can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably explain the present invention Principle and practical application, to enable skilled artisan to be best understood by and utilize the present invention.The present invention is only It is limited by claims and its full scope and equivalent.

Claims (6)

1. a kind of laminated rubber steel plate lead block damps rod axial seismic isolation device, it is characterised in that:Including otic placode, the inside steel of axis Stick, protection steel cylinder, laminated rubber steel plate, supporting steel pipe, lead column and connecting base plate, the laminated rubber steel plate altogether there are two, The inside of each laminated rubber steel plate is equipped with the inside rod iron of axis, and one end of the inside rod iron of axis is fixed with otic placode to be connected It connects, the other end is fixedly connected by lead column with connecting base plate, and the circumference of the connecting base plate is equipped with several supporting steel pipes;It is described Laminated rubber steel plate is alternately bonded by tubulose steel plate layer and tubulose glue plate layer, the most inner side of the laminated rubber steel plate, most Outside is rubber layer, and two laminated rubber steel plate outermost rubber layers are connected in one by the protection steel cylinder.
2. laminated rubber steel plate lead block according to claim 1 damps rod axial seismic isolation device, it is characterised in that:Institute The diameter for stating the inside rod iron of axis and lead column is equal.
3. laminated rubber steel plate lead block according to claim 1 damps rod axial seismic isolation device, it is characterised in that:Institute It is equal to state every layer of steel plate thickness in tubulose steel plate layer.
4. laminated rubber steel plate lead block according to claim 1 damps rod axial seismic isolation device, it is characterised in that:Institute It states every layer of offset plate in tubulose glue plate layer and passes through vulcanization or the Interal fixation of adhesive means and both sides.
5. laminated rubber steel plate lead block according to claim 1 damps rod axial seismic isolation device, it is characterised in that:Institute State connecting base plate in a rectangular parallelepiped shape, four sides of circumference are equipped with supporting steel pipe.
6. laminated rubber steel plate lead block according to claim 1 damps rod axial seismic isolation device, it is characterised in that:Institute The outer end face for stating supporting steel pipe is in the cambered surface with protection steel cylinder medial surface cooperation.
CN201710093000.4A 2017-02-21 2017-02-21 Laminated rubber steel plate lead block damps rod axial seismic isolation device Active CN106836928B (en)

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CN201710093000.4A CN106836928B (en) 2017-02-21 2017-02-21 Laminated rubber steel plate lead block damps rod axial seismic isolation device

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Application Number Priority Date Filing Date Title
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CN106836928B true CN106836928B (en) 2018-11-02

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110748023A (en) * 2019-09-20 2020-02-04 夏璇捷 Tubular laminated rubber lead pole type damper

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1158390A (en) * 1997-08-08 1999-03-02 Eng Yamada:Kk Manufacture of seismic isolator and its vulcanization mold
CN2327836Y (en) * 1998-03-30 1999-07-07 周云 Buffer with steel tube, lead core and rubber layer
KR100608227B1 (en) * 2004-03-06 2006-08-03 김성원 Lead rubber bearing
CN2727279Y (en) * 2004-09-01 2005-09-21 广州大学 Three-dimensional rubber shake-insulating holder
CN104405058A (en) * 2014-12-10 2015-03-11 中国建材国际工程集团有限公司 Disc spring lead rubber three-dimensional damping support

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