CN109252599A - A kind of laminated rubber bases architectural vibration-insulation system - Google Patents
A kind of laminated rubber bases architectural vibration-insulation system Download PDFInfo
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- CN109252599A CN109252599A CN201811182908.3A CN201811182908A CN109252599A CN 109252599 A CN109252599 A CN 109252599A CN 201811182908 A CN201811182908 A CN 201811182908A CN 109252599 A CN109252599 A CN 109252599A
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- culvert
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
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- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
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- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of laminated rubber bases architectural vibration-insulation systems, belong to building field of shock absorption, a kind of laminated rubber bases architectural vibration-insulation system, including Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, the culvert shape shock insulation mechanism includes two symmetrical culvert shape shock insulation plates, the culvert shape shock insulation plate left and right ends, which are dug, tongue-and-groove, the Fei Xing bindiny mechanism includes non-shape tenon, the non-shape tenon left and right ends are clamped with culvert shape shock insulation mechanism by tongue-and-groove, two culvert shape shock insulation plates one end close to each other, which is dug, multiple symmetrical semicircle culverts, it can be used by the assembly of Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, to reach breakthrough isolating affection, pass through the multidirectional cushioning effect of multidirectional suction ball simultaneously, so that can using the building of this laminated rubber bases architectural vibration-insulation system Multidirectional shaking force is come to absorb, significantly improves damper effect.
Description
Technical field
The present invention relates to building field of shock absorption, more specifically to a kind of laminated rubber bases architectural vibration-insulation system.
Background technique
Base Isolation Technology is counted as one of most important technological progress in 21 century earthquake engineering field, in world wide
Inside have obtained relatively broad application.The basic principle of seismic isolation technology is to obtain water by the way that shock isolating pedestal is arranged in construction bottom
The flat lesser Seismic Isolation of Isolation Layer of rigidity reduces the response of superstructure seismic acceleration by filter effect.And by being arranged in Seismic Isolation of Isolation Layer
Energy-consuming device absorbs consumption earthquake energy.Modern seismic isolation technology has nearly 60 years history, belongs to a kind of passively vibration control
Technology processed.Currently, the shock isolating pedestal being known to use is by layering is suppressed at high temperature after steel plate, the vulcanization of rubber.It is placed in building
On object lower part or Bridge Pier, when an earthquake occurs, prevent and reduce seismic energy to propagate to top-out or bridge main body.
But the impact resistance of existing shock isolating pedestal is smaller, so that isolating affection is limited, and usually when an earthquake occurs,
The impact force being subject to is from multidirectional, and existing shock isolating pedestal generally cannot be in the effect for reaching up to damper in many ways
Fruit, so that shock isolating pedestal effect is poor.
Summary of the invention
1. technical problems to be solved
Aiming at the problems existing in the prior art, the purpose of the present invention is to provide a kind of laminated rubber bases architectural vibration-insulations
System, it can be used by the assembly of Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, to reach breakthrough shock insulation effect
Fruit, while by the multidirectional cushioning effect of multidirectional suction ball, so that using the building of this laminated rubber bases architectural vibration-insulation system
It can be absorbed from multidirectional shaking force, significantly improve damper effect.
2. technical solution
To solve the above problems, the present invention adopts the following technical scheme that.
A kind of laminated rubber bases architectural vibration-insulation system, including Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, the culvert
Dong Zhuan shock insulation mechanism includes two symmetrical culvert shape shock insulation plates, and the culvert shape shock insulation plate left and right ends, which are dug, tenon
Slot, the Fei Xing bindiny mechanism include non-shape tenon, the non-shape tenon left and right ends by tongue-and-groove with culvert shape shock insulation machine
Structure clamping, two culvert shape shock insulation plates one end close to each other, which is dug, multiple symmetrical semicircle culverts, and two
A culvert shape shock insulation plate one end close to each other is viscous to be equipped with Seismic Isolation of Isolation Layer, and the Seismic Isolation of Isolation Layer is located at the outer of semicircle culvert
Side, the Seismic Isolation of Isolation Layer inner end on the culvert shape shock insulation plate being located above, which is dug, locating rod, the underlying culvert shape
Seismic Isolation of Isolation Layer upper end on shock insulation plate is fixedly connected with locating slot, and the locating slot and locating rod are clamped, in the semicircle culvert
Wall is viscous to be equipped with rubber layer, is placed with multidirectional suction ball, institute between the semicircle culvert on two culvert shape shock insulation plates
It states multidirectional suction ball inner wall and is fixedly connected with multiple damping hemisphere, damping hemisphere outer end is fixedly connected to memory elasticity
Bar, is equipped with central elastic ball in the multidirectional suction ball, and the described one end of memory elasticity bar far from damping hemisphere is and central elastic
Property ball be fixedly connected, filled with multiple elastic suction balls inside the multidirectional suction ball, the elasticity suction ball is evenly distributed on
Around damping hemisphere, central elastic ball and memory elasticity bar, Fei Xing bindiny mechanism and culvert shape shock insulation mechanism can be passed through
Assembly uses, to reach breakthrough isolating affection, while by the multidirectional cushioning effect of multidirectional suction ball, so that using this
The building of laminated rubber bases architectural vibration-insulation system can be absorbed from multidirectional shaking force, significantly improve damper effect
Fruit.
Further, the non-shape tenon inner end, which is dug, cavity, and filled with pre-buried stick is remembered in the cavity, memory is pre-
Stick is buried with good anti-seismic performance, the damping anti seismic efficiency of non-shape tenon can be improved, improve the service life of non-shape tenon.
Further, the material of the pre-buried stick of the memory and memory elasticity bar is memorial alloy SMA bar reinforcement, memory
Alloy SMA bar reinforcement has pseudoelasticity performance and dynamic damping characteristic, can play good anti seismic efficiency, improves non-shape connection
The antidetonation isolating affection of mechanism and culvert shape shock insulation mechanism.
Further, two Seismic Isolation of Isolation Layer one end close to each other are fixedly connected to arc dislocation protrusion, two institutes
The raised mutual dislocation of arc dislocation on Seismic Isolation of Isolation Layer is stated, when shaking, two culvert shape shock insulation plates will receive vibration, so that
The left and right displacement of certain amplitude can occur for two culvert shape shock insulation plates, and the arc dislocation protrusion of mutual dislocation can be embedded in mutually at this time
In gap between the protrusion that misplaces per two adjacent arcs, so that the displacement amplitude of two culvert shape shock insulation plates is reduced, thus
The intensity for increasing this laminated rubber bases architectural vibration-insulation system, increase this laminated rubber bases architectural vibration-insulation system uses year
Limit.
Further, the material of the arc dislocation protrusion is micro- lattice metal, and micro- lattice metal is by connection hollow tube
The 3D porous polymer material of composition, the one thousandth of hollow pipe thickness deficiency human hair diameter, micro- lattice metal it is porous
Design generates special Mechanical Property of Metal, can restore completely after 50% tension of compression, have super high-energy absorption energy
Power, after shaking, micro- lattice metal can shed part shaking force, increase considerably this laminated rubber bases architectural vibration-insulation system
The isolating affection of system.
Further, the rubber layer and the material of elastic suction ball are silicon rubber, and silicon rubber has elasticity, and chemistry
Property is stablized, and makes it in winter or summer can work normally.
Further, the material of the Seismic Isolation of Isolation Layer is lamination rubber, when the earthquake that degree of splitting is six occurs, lamination rubber
It can make the stress of building that can reduce to 1/2, to increase substantially the shock insulation effect of this laminated rubber bases architectural vibration-insulation system
Fruit.
Further, the culvert shape shock insulation plate and non-shape tenon are poured by steel fiber reinforced concrete, and steel fibre is mixed
Solidifying soil is that the short steel fibre of the incorporation random distribution in normal concrete is formed by a kind of novel heterogeneous composite material, these
The steel fibre of random distribution can effectively hinder the extension of inside concrete microcrack and the formation of macrocrack, change significantly
It has been apt to tension, bending resistance, shock resistance and the anti-fatigue performance of concrete, there is preferable ductility, when shaking, steel fibre
Concrete can significantly improve the impact resistance of Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, to improve this laminated rubber branch
The intensity of seat architectural vibration-insulation system.
Further, the outer end of the culvert shape shock insulation plate and non-shape tenon is coated with corrosion-inhibiting coating, so that culvert shape
Shock insulation plate and non-shape tenon are not easy to be corroded, to prolong its service life.
Further, the multidirectional suction ball is in contact with semicircle culvert, and the rubber layer surface is coated with graphene
Coating, graphene can lubricate multidirectional suction ball and rubber layer, to reduce so that rubbing between multidirectional suction ball and rubber layer
Power is wiped, so that multidirectional suction ball and rubber layer are not easy to generate crack due to extruding because shaking, is prolonged its service life.
3. beneficial effect
Compared with the prior art, the present invention has the advantages that
(1) this programme can be used by the assembly of Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, to reach breakthrough
The isolating affection of property, while by the multidirectional cushioning effect of multidirectional suction ball, so that using this laminated rubber bases architectural vibration-insulation
The building of system can be absorbed from multidirectional shaking force, significantly improve damper effect.
(2) non-shape tenon inner end, which is dug, cavity, filled with pre-buried stick is remembered in cavity, remembers pre-buried stick with good
The damping anti seismic efficiency of non-shape tenon can be improved in anti-seismic performance, improves the service life of non-shape tenon.
(3) remembering pre-buried stick and the material of memory elasticity bar is memorial alloy SMA bar reinforcement, memorial alloy SMA stick
Material reinforcing bar has pseudoelasticity performance and dynamic damping characteristic, can play good anti seismic efficiency, improves Fei Xing bindiny mechanism and culvert
The antidetonation isolating affection of Dong Zhuan shock insulation mechanism.
(4) two Seismic Isolation of Isolation Layer one end close to each other are fixedly connected to arc dislocation protrusion, the arc on two Seismic Isolation of Isolation Layer
The raised mutual dislocation of shape dislocation, when shaking, two culvert shape shock insulation plates will receive vibration, so that two culvert shape shock insulations
The left and right displacement of certain amplitude can occur for plate, and the arc dislocation protrusion of mutual dislocation can be embedded in mutually per two adjacent arcs at this time
In gap between shape dislocation protrusion, so that the displacement amplitude of two culvert shape shock insulation plates is reduced, to increase this laminated rubber
The intensity of support architectural vibration-insulation system, increases the service life of this laminated rubber bases architectural vibration-insulation system.
(5) material of arc dislocation protrusion is micro- lattice metal, and micro- lattice metal is the 3D that is made of connection hollow tube porous poly-
Object material is closed, the one thousandth of hollow pipe thickness deficiency human hair diameter, it is special that the porous design of micro- lattice metal generates
Mechanical Property of Metal can be restored after 50% tension of compression completely, have super high energy absorption capability, when shaking
Afterwards, micro- lattice metal can shed part shaking force, increase considerably the isolating affection of this laminated rubber bases architectural vibration-insulation system.
(6) rubber layer and the material of elastic suction ball are silicon rubber, and silicon rubber has elasticity, and chemical property is stablized,
Make it in winter or summer can work normally.
(7) material of Seismic Isolation of Isolation Layer is lamination rubber, and when the earthquake that degree of splitting is six occurs, lamination rubber can make building
Stress can reduce to 1/2, to increase substantially the isolating affection of this laminated rubber bases architectural vibration-insulation system.
(8) culvert shape shock insulation plate and non-shape tenon are poured by steel fiber reinforced concrete, and steel fiber reinforced concrete is general
The short steel fibre that random distribution is mixed in logical concrete is formed by a kind of novel heterogeneous composite material, these random distributions
Steel fibre can effectively hinder the extension of inside concrete microcrack and the formation of macrocrack, improve concrete significantly
Tension, bending resistance, shock resistance and anti-fatigue performance, there is preferable ductility, when shaking, steel fiber reinforced concrete can be with
The impact resistance for significantly improving Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, to improve this laminated rubber bases architectural vibration-insulation
The intensity of system.
(9) outer end of culvert shape shock insulation plate and non-shape tenon is coated with corrosion-inhibiting coating, so that culvert shape shock insulation plate and non-
Shape tenon is not easy to be corroded, to prolong its service life.
(10) multidirectional suction ball is in contact with semicircle culvert, and rubber layer surface is coated with graphite ene coatings, and graphene can
To lubricate multidirectional suction ball and rubber layer, to reduce the frictional force so that between multidirectional suction ball and rubber layer, so that multidirectional
Suction ball and rubber layer are not easy to generate crack due to extruding because shaking, and prolong its service life.
Detailed description of the invention
Fig. 1 is positive structural schematic diagram of the invention；
Fig. 2 is the partial structure diagram of Fei Xing bindiny mechanism of the invention and culvert shape shock insulation mechanism junction；
Fig. 3 is the structural schematic diagram in Fig. 2 at A；
Fig. 4 is the structural schematic diagram of multidirectional suction ball of the invention；
Fig. 5 is the structural schematic diagram of culvert shape shock insulation plate of the invention.
Figure label explanation:
1 culvert shape shock insulation plate, 2 non-shape tenons, 3 multidirectional suction balls, 4 rubber layers, 5 tongue-and-grooves, 6 Seismic Isolation of Isolation Layer, the dislocation of 7 arcs are convex
It rises, 8 cavitys, the pre-buried stick of 9 memories, 10 damping hemisphere, 11 central elastic balls, 12 elastic suction balls, 13 memory elasticity bars, 14 positioning
Slot, 15 locating rods.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention；Technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description；Obviously；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；It is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment；It shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the instruction such as term " on ", "lower", "inner", "outside", " top/bottom end "
Orientation or positional relationship be based on the orientation or positional relationship shown in the drawings, be merely for convenience of description the present invention and simplification retouch
It states, rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it is not considered as limiting the invention.In addition, term " first ", " second " are used for description purposes only, and cannot understand
For indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation " " is set
Be equipped with ", " be arranged/connect ", " connection " etc., shall be understood in a broad sense, such as " connection ", may be a fixed connection, be also possible to removable
Connection is unloaded, or is integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, it can also be in
Between medium be indirectly connected, can be the connection inside two elements.It for the ordinary skill in the art, can be specific
Situation understands the concrete meaning of above-mentioned term in the present invention.
Embodiment 1:
A kind of laminated rubber bases architectural vibration-insulation system referring to FIG. 1-2, including Fei Xing bindiny mechanism and culvert shape shock insulation
Mechanism, culvert shape shock insulation mechanism include two symmetrical culvert shape shock insulation plates 1, and 1 left and right ends of culvert shape shock insulation plate are opened
Be carved with tongue-and-groove 5, Fei Xing bindiny mechanism includes non-shape tenon 2, non-2 left and right ends of shape tenon by tongue-and-groove 5 with culvert shape shock insulation
Mechanism clamping, two culvert shape shock insulation plates 1 one end close to each other, which is dug, multiple symmetrical semicircle culverts, culvert
Shape shock insulation plate 1 and non-shape tenon 2 are poured by steel fiber reinforced concrete, and steel fiber reinforced concrete is mixed in normal concrete
The short steel fibre of random distribution is formed by a kind of novel heterogeneous composite material, and the steel fibre of these random distributions can be effective
Ground hinders the extension of inside concrete microcrack and the formation of macrocrack, improves the tension of concrete significantly, bending resistance, resists
Impact and anti-fatigue performance have preferable ductility, and when shaking, steel fiber reinforced concrete can significantly improve non-shape and connect
The impact resistance of connection mechanism and culvert shape shock insulation mechanism is contained to improve the intensity of this laminated rubber bases architectural vibration-insulation system
The outer end of hole shape shock insulation plate 1 and non-shape tenon 2 is coated with corrosion-inhibiting coating, so that culvert shape shock insulation plate 1 and non-shape tenon 2 are not easy
It is corroded, to prolong its service life.
Referring to Fig. 2, non-2 inner end of shape tenon, which is dug, cavity 8, filled with pre-buried stick 9 is remembered in cavity 8, remember pre-buried
Stick 9 has good anti-seismic performance, and the damping anti seismic efficiency of non-shape tenon 2 can be improved, and that improves non-shape tenon 2 uses the longevity
Life, remember pre-buried stick 9 material be memorial alloy SMA bar reinforcement, memorial alloy SMA bar reinforcement have pseudoelasticity performance and
Dynamic damping characteristic can play good anti seismic efficiency, improve the antidetonation isolating affection of Fei Xing bindiny mechanism.
Referring to Fig. 3, two culvert shape shock insulation plates 1 one end close to each other is viscous to be equipped with Seismic Isolation of Isolation Layer 6, the material of Seismic Isolation of Isolation Layer 6
Matter is lamination rubber, and when the earthquake that degree of splitting is six occurs, lamination rubber can make the stress of building that can reduce to 1/2, from
And the isolating affection of this laminated rubber bases architectural vibration-insulation system is increased substantially, Seismic Isolation of Isolation Layer 6 is located at the outside of semicircle culvert,
6 inner end of Seismic Isolation of Isolation Layer on the culvert shape shock insulation plate 1 being located above, which is dug, locating rod 15, underlying culvert shape shock insulation plate 1
On 6 upper end of Seismic Isolation of Isolation Layer be fixedly connected with locating slot 14, locating slot 14 and locating rod 15 are clamped, and two Seismic Isolation of Isolation Layer 6 are close to each other
One end be fixedly connected to arc dislocation protrusion 7, the arc on two Seismic Isolation of Isolation Layer 6 misplaces raised 7 mutual dislocations, when shaking
When dynamic, two culvert shape shock insulation plates 1 will receive vibration, so that the left and right position of certain amplitude can occur for two culvert shape shock insulation plates 1
It moves, the arc dislocation protrusion 7 of mutual dislocation can be embedded in mutually per the gap between adjacent two arcs dislocation protrusion 7 at this time
In, so that the displacement amplitude of two culvert shape shock insulation plates 1 is reduced, to increase the strong of this laminated rubber bases architectural vibration-insulation system
Degree increases the service life of this laminated rubber bases architectural vibration-insulation system, and the material of arc dislocation protrusion 7 is micro- lattice metal, micro-
Lattice metal is the 3D porous polymer material being made of connection hollow tube, thousand points of hollow pipe thickness deficiency human hair diameter
One of, the porous design of micro- lattice metal generates special Mechanical Property of Metal, can restore completely after 50% tension of compression, have
There is super high energy absorption capability, after shaking, micro- lattice metal can shed part shaking force, increase considerably this lamination
The isolating affection of rubber support architectural vibration-insulation system.
Referring to Fig. 2, semicircle culvert inner wall is viscous to be equipped with rubber layer 4, the semicircle culvert on two culvert shape shock insulation plates 1
Hole combines to form entire circular culvert, is placed with multidirectional suction ball 3, multidirectional suction ball in the circular culvert that multiple combinations are formed
3 are in contact with semicircle culvert, and 4 surface of rubber layer is coated with graphite ene coatings, and graphene can lubricate multidirectional suction ball 3 and rubber
Glue-line 4, to reduce the frictional force so that between multidirectional suction ball 3 and rubber layer 4, so that multidirectional suction ball 3 and rubber layer 4 are not
Yi Yin vibration squeezes and generates crack, prolongs its service life, and the material of rubber layer 4 is silicon rubber, and silicon rubber has elasticity, and
Chemical property is stablized, and makes it in winter or summer can work normally.
Referring to Fig. 4, multidirectional 3 inner wall of suction ball is fixedly connected with multiple damping hemisphere 10,10 outer end of damping hemisphere is solid
Surely it is connected with memory elasticity bar 13, the material of memory elasticity bar 13 is memorial alloy SMA bar reinforcement, memorial alloy SMA bar
Reinforcing bar has pseudoelasticity performance and dynamic damping characteristic, can play good anti seismic efficiency, improves the anti-of culvert shape shock insulation mechanism
Shake isolating affection, be equipped with central elastic ball 11 in multidirectional suction ball 3, the one end of memory elasticity bar 13 far from damping hemisphere 10 with
Central elastic ball 11 is fixedly connected, filled with multiple elastic suction balls 12, the material of elastic suction ball 12 inside multidirectional suction ball 3
For silicon rubber, silicon rubber has elasticity, and chemical property is stablized, and makes it in winter or summer can work normally, elastic suction
Ball 12 is evenly distributed on around damping hemisphere 10, central elastic ball 11 and memory elasticity bar 13, and when shaking, elasticity is inhaled
12 one side of power ball can protect memory elasticity bar 13, and memory elasticity bar 13 is not susceptible to biggish deformation, on the other hand, elasticity
Suction ball 12 has elasticity, and the shaking force generated during vibration can be absorbed, to increase this laminated rubber bases building
The shock resistance of shock isolation system can be used by the assembly of Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, to reach breakthrough
The isolating affection of property, while by the multidirectional cushioning effect of multidirectional suction ball 3, so that using this laminated rubber bases architectural vibration-insulation
The building of system can be absorbed from multidirectional shaking force, significantly improve damper effect.
1-5 is please referred to, when shaking, culvert shape shock insulation plate 1 and non-shape tenon 2 have good shock resistance first
Property, so that the intensity of Fei Xing bindiny mechanism and culvert shape shock insulation mechanism is improved, to make it have good shock resistance, simultaneously
The pre-buried stick 9 of memory in non-shape tenon 2 can restore to the original state after being shaken impact, improve the intensity of Fei Xing bindiny mechanism
And impact resistance, Seismic Isolation of Isolation Layer 6 and arc dislocation protrusion 7 between two culvert shape shock insulation plates 1 can reduce building by
The power arrived is used by the assembly of Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, thus reach breakthrough isolating affection, when
When by shaking force from different directions, close to the memory elasticity bar 13 of the direction can deformation occurs in multidirectional suction ball 3, from
And part shaking force is shed, and the elastic suction ball 12 in multidirectional suction ball 3 close to the direction can absorb part shaking force, make
It obtains and the building of this laminated rubber bases architectural vibration-insulation system is used to can be absorbed from multidirectional shaking force, significantly improve and subtract
Shake isolating affection.
It is described above；It is merely preferred embodiments of the present invention；But scope of protection of the present invention is not limited thereto；
Anyone skilled in the art is in the technical scope disclosed by the present invention；According to the technique and scheme of the present invention and its
It improves design and is subject to equivalent substitution or change；It should be covered by the scope of protection of the present invention.
Claims (10)
1. a kind of laminated rubber bases architectural vibration-insulation system, including Fei Xing bindiny mechanism and culvert shape shock insulation mechanism, feature exist
In: the culvert shape shock insulation mechanism includes two symmetrical culvert shape shock insulation plates (1), and the culvert shape shock insulation plate (1) is left
Right both ends, which are dug, to be had tongue-and-groove (5), and the Fei Xing bindiny mechanism includes non-shape tenon (2), non-shape tenon (2) left and right ends
It is clamped with culvert shape shock insulation mechanism by tongue-and-groove (5), the two culvert shape shock insulation plate (1) one end close to each other are dug
There are multiple symmetrical semicircle culverts, two culvert shape shock insulation plates (1) one end close to each other is viscous to be equipped with shock insulation
Layer (6), the Seismic Isolation of Isolation Layer (6) are located at the outside of semicircle culvert, the shock insulation on the culvert shape shock insulation plate (1) being located above
Layer (6) inner end, which is dug, to be had locating rod (15), and Seismic Isolation of Isolation Layer (6) upper end on the underlying culvert shape shock insulation plate (1) is fixed
It is connected with locating slot (14), the locating slot (14) and locating rod (15) are clamped, and the semicircle culvert inner wall is viscous to be equipped with rubber
Glue-line (4) is placed with multidirectional suction ball (3) between the semicircle culvert on two culvert shape shock insulation plates (1), described more
Multiple damping hemisphere (10) are fixedly connected with to suction ball (3) inner wall, damping hemisphere (10) outer end is fixedly connected to note
Recall elastic rod (13), be equipped with central elastic ball (11) in the multidirectional suction ball (3), the memory elasticity bar (13) is far from damping
One end of hemisphere (10) is fixedly connected with central elastic ball (11), is filled with multiple elasticity inside the multidirectional suction ball (3)
Suction ball (12), the elasticity suction ball (12) are evenly distributed on damping hemisphere (10), central elastic ball (11) and memory elasticity
Around bar (13).
2. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1, it is characterised in that: the non-shape tenon
(2) inner end is dug and is had cavity (8), filled with the pre-buried stick (9) of memory in the cavity (8).
3. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1 or 2, it is characterised in that: the memory
The material of pre-buried stick (9) and memory elasticity bar (13) is memorial alloy SMA bar reinforcement.
4. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1, it is characterised in that: two shock insulations
Layer (6) one end close to each other is fixedly connected to arc and misplaces raised (7), the arc dislocation on two Seismic Isolation of Isolation Layer (6)
Raised (7) mutual dislocation.
5. a kind of laminated rubber bases architectural vibration-insulation system according to claim 4, it is characterised in that: the arc dislocation
The material of raised (7) is micro- lattice metal, and micro- lattice metal is the 3D porous polymer material being made of connection hollow tube, hollow
The one thousandth of pipe thickness deficiency human hair diameter.
6. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1, it is characterised in that: the rubber layer
(4) and the material of elastic suction ball (12) is silicon rubber.
7. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1, it is characterised in that: the Seismic Isolation of Isolation Layer
(6) material is lamination rubber.
8. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1, it is characterised in that: the culvert shape every
Shake plate (1) and non-shape tenon (2) are poured by steel fiber reinforced concrete.
9. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1, it is characterised in that: the culvert shape every
The outer end of shake plate (1) and non-shape tenon (2) is coated with corrosion-inhibiting coating.
10. a kind of laminated rubber bases architectural vibration-insulation system according to claim 1, it is characterised in that: the multidirectional suction
Power ball (3) is in contact with semicircle culvert, and rubber layer (4) surface is coated with graphite ene coatings.
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| CN201811182908.3A CN109252599B (en) | 2018-10-11 | 2018-10-11 | Laminated rubber bearing building shock isolation system |
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| CN201811182908.3A CN109252599B (en) | 2018-10-11 | 2018-10-11 | Laminated rubber bearing building shock isolation system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965834A (en) * | 2019-11-01 | 2020-04-07 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
| CN112012093A (en) * | 2020-09-21 | 2020-12-01 | 何静 | Vibration isolation buffer for bridge |
| WO2021175728A1 (en) * | 2020-03-06 | 2021-09-10 | University Of Exeter | Elastomeric isolator |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110965834A (en) * | 2019-11-01 | 2020-04-07 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
| CN110965834B (en) * | 2019-11-01 | 2023-01-03 | 中国建筑股份有限公司 | Graphene-based shock insulation support and construction method thereof |
| WO2021175728A1 (en) * | 2020-03-06 | 2021-09-10 | University Of Exeter | Elastomeric isolator |
| CN112012093A (en) * | 2020-09-21 | 2020-12-01 | 何静 | Vibration isolation buffer for bridge |
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| CN109252599B (en) | 2020-09-08 |
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