CN206956967U - A kind of rubber hose rolling shock isolating pedestal for base isolation building system - Google Patents
A kind of rubber hose rolling shock isolating pedestal for base isolation building system Download PDFInfo
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- CN206956967U CN206956967U CN201720915110.XU CN201720915110U CN206956967U CN 206956967 U CN206956967 U CN 206956967U CN 201720915110 U CN201720915110 U CN 201720915110U CN 206956967 U CN206956967 U CN 206956967U
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- limit base
- concrete column
- isolating pedestal
- shock isolating
- rubber hose
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Abstract
The utility model provides a kind of rubber hose rolling shock isolating pedestal for base isolation building system, including limit base, ball position-limited rack, multiple balls, multiple rubber tubes, concrete column suspension column liner plate and spacing drag-line, pass through limit base, the cooperation of rubber tube and ball bearing mechanism, superstructure, which is relatively fixed to basic rubber hose rolling shock isolating pedestal, when occurred level shakes can produce the horizontal displacement of certain amplitude, reduce dynamic action of the vibrations to superstructure, and Seismic Isolation of Isolation Layer deforms and has certain reset capability when can limit earthquake, and spacing drag-line can ensure that superstructure does not produce excessive displacement with basis, improve the shock resistance of structure, meet antidetonation demand.
Description
Technical field
The utility model is related to Building Base-isolated Technique field, more particularly to it is a kind of be used for building structure basis every
The rubber hose rolling shock isolating pedestal of shake.
Background technology
It is that shock insulation is carried out to building structure to resist earthquake to produce building structure one of destruction, conventional anti-shock methods, i.e.,
Shock isolating pedestal is set at the column foundation position of building structure Seismic Isolation of Isolation Layer, to reduce transmission of the earthquake motion to superstructure, reduces ground
Shake the dynamic action to superstructure.Rubber earthquake isolation support is commonly used in building structure shock insulation at present.Rubber earthquake isolation support is divided into
Rigid reinforcement plate rubber support and flexible reinforcing plate rubber support, using more for rigid reinforcement plate rubber support, wherein wrapping
Include normal stack rubber earthquake isolation support, lead rubber laminated bearing, high-damping rubber shock isolating pedestal.Normal stack rubber support by
Rubber is superimposed with steel plate and formed, and its light plate plays distortion to elastomeric material, improves rubber bodies vertical rigidity, so as to
Shock isolating pedestal is set to reduce horizontal earthquake action, and can bears larger vertical load.Because the damping of natural rubber is limited, no
The good earthquake energy of energy, easily produces larger horizontal displacement, therefore add lead for retractable pencil in General Purpose Rubber shock isolating pedestal
Lead rubber laminated bearing is just constituted afterwards.Lead for retractable pencil preferably can be deformed with rubber, earthquake energy and limitation
The horizontal distortion of bearing.However, lead rubber laminated bearing is there is also unsatisfactory all many-sides, such as damping energy dissipation characteristic
Occurs reduction etc. to a certain degree over time.In order to solve the problems, such as that lead rubber laminated bearing is present, people work out one
Kind high-damping rubber shock isolating pedestal, i.e., add additive, to increase the high damping characteristic of bearing in natural rubber.For rigidity
Reinforcing plate rubber support, it is using steel plate as material of putting more energy into, its cost is high and from great, therefore people work out flexible reinforcing plate
Rubber earthquake isolation support, i.e., steel plate is replaced to make laminated rubber damping bearing with fiberboard.
In building structure shock insulation, in addition to using fixed shock isolating pedestal, also sliding isolation method.Wherein method it
One, sliding material, such as low friction coefficient materials graphite, sand grains, talcum powder are filled in Seismic Isolation of Isolation Layer, plays level of isolation earthquake
Dynamic action.In addition with slide type shock isolating pedestal and friction-pendulum shock-insulation support.Slide type shock isolating pedestal belongs to pure Frictional Slipping
Shock isolation system, shortcoming is that Seismic Isolation of Isolation Layer deformation is larger, and can not be automatically reset, when seismic force is less than the maximum static friction of shock isolating pedestal
It can not carry out energy dissipating during power, and due to disconnecting above and below at bearing, be also easy to produce the destabilization problems that topple, antidumping need to be added and arranged
Apply.Friction-pendulum shock-insulation device, using friction pendulum flooring earthquake isolating equipment the shock insulation cycle can by choose suitable radius of curvature come
It is it is determined that unrelated with the change of shock isolation system top quality.But the shortcomings that Seismic Isolation of Isolation Layer deformation is larger is equally existed, is also easy to produce mistake of toppling
Steady problem.
To sum up, existing rubber earthquake isolation support and sliding isolation bearing can not have environmental protection, high-damping, good antidumping concurrently
Continue the characteristics such as the ability of shock insulation under ability, the deformation of limitation Seismic Isolation of Isolation Layer and automatically reset ability, small shake, can not meet well
The actual demand of architectural vibration-insulation.
Utility model content
The purpose of this utility model is for above-mentioned rubber earthquake isolation support of the prior art and sliding isolation bearing not
The problem of architectural vibration-insulation demand can be met, propose a kind of rubber hose rolling shock isolating pedestal for base isolation building system, energy
The advantages that enough having environmental protection, high-damping, good resistance to capsizing concurrently, meets the actual demand of architectural vibration-insulation.
A kind of rubber hose rolling shock isolating pedestal for base isolation building system, including：Limit base, ball position-limited rack,
Multiple balls, multiple rubber tubes, concrete column suspension column liner plate and spacing drag-line；
The limit base is fixedly connected with reinforced concrete pile cap；
The limit base includes the first groove, and the ball position-limited rack is arranged at the first groove center；
The ball position-limited rack includes multiple spacing holes arranged in arrays, and the multiple ball is respectively arranged at described more
In individual spacing hole；
The concrete column suspension column liner plate is equipped with the ball position-limited rack, on the concrete column suspension column liner plate
It is square into the second groove having for casting concrete post；
Set between the limit base and the concrete column suspension column liner plate formed with pre-set space, the multiple rubber tube
It is in close contact in the pre-set space and with the side wall of the limit base and the side wall of the concrete column suspension column liner plate；
The spacing drag-line is installed on around the reinforced concrete pile cap, and be connected to upper strata beam bottom and bottom floor it
Between.
Further, the limit base includes limit base bottom plate and limit base side wall, the limit base bottom plate and the limit
Position seat sidewall weld forms the first groove, and the limit base bottom edge is reserved with the mounting surface of predetermined width, the mounting surface
On be provided with bolt hole, being fixedly connected for the limit base and the reinforced concrete pile cap is realized by bolt.
Further, the rubber tube is highly less than the limit base Sidewall Height.
Further, the limit base also includes the ribbed stiffener for being equidistantly welded in the limit base side-wall outer side.
Further, the height of the ball position-limited rack is less than the diameter of the ball.
Further, the concrete column suspension column liner plate includes concrete column bottom plate and concrete column side wall, the coagulation
Earth pillar bottom edge and the inner surface of the concrete column side wall weld, the upper surface of the concrete column bottom plate and appropriate section
Concrete column side wall forms second groove；The concrete column side wall downward extension portion is used for the ball position-limited rack
Carry out spacing.
Further, the outer length of side of the inner edge length of the concrete column suspension column liner plate more than the ball position-limited rack.
Further, the concrete side walls downward extension portion length is less than the diameter of the ball.
Further, the spacing drag-line is vertically connected between the upper strata beam bottom and bottom floor.
Further, the spacing drag-line includes cable wire, connector, flower basket bolt and double flute clamping plate；
The connector is used to connect bottom floor built-in fitting and the flower basket bolt；
The double flute clamping plate is used to respectively enter at the both ends of the cable wire with the flower basket bolt and upper strata beam bottom built-in fitting
Row is fixed.
Rubber hose rolling shock isolating pedestal provided by the utility model for base isolation building system, including at least as follows
Beneficial effect：
(1) by the cooperation of limit base, rubber tube and ball bearing mechanism, superstructure is relatively fixed to when occurred level shakes
The rubber hose rolling shock isolating pedestal on basis can produce the horizontal displacement of certain amplitude, reduce vibrations and the power of superstructure is made
With, and the deformation of Seismic Isolation of Isolation Layer and there is certain reset capability when can limit earthquake, and spacing drag-line can ensure top
Structure does not produce excessive displacement with basis, improves the shock resistance of structure, meets antidetonation demand；
(2) setting of ribbed stiffener, the rigidity and intensity in limit base sidewall horizontal direction is further enhanced, is ensured in earthquake
Limit base side wall can bear under shock effect rubber tube to the extruding force of limit base side wall during generation；
(3) rubber tube is independently installed, can change at any time, avoids rubber tube from being adversely affected due to aging or plastic deformation etc.
Cause the isolation property of device to reduce；
(4) spacing drag-line is vertically connected between upper strata beam bottom and bottom floor, so that spacing drag-line transmission is built
The efficiency highest of thing uplift force, meanwhile, inclined spacing drag-line occurs under severe earthquake action and generates horizontal component, helps to reduce
The excessive relative storey displacement of Seismic Isolation of Isolation Layer；
(5) it is simple compared to rubber earthquake isolation support manufacture craft, and there is more preferable resistance to capsizing, be also not in lead
The problem of environmental pollution of core rubber support；And had a clear superiority compared with sliding isolation bearing, sliding isolation bearing is in earthquake
Power is unable to energy-dissipating and shock-absorbing when being less than the maximum static friction force of susceptor design, and can be produced under larger geological process larger
Displacement and it can not automatically reset；And shock isolating pedestal provided by the utility model, shock insulation work can be equally played under small shake effect
With reducing influence of the geological process to building, concrete can be limited by the collective effect device of limit base and rubber tube
The displacement of post and device have certain automatically reset ability.
Brief description of the drawings
Fig. 1, which is that the rubber hose rolling shock isolating pedestal provided by the utility model for base isolation building system is a kind of, to be implemented
The structural representation of example.
Fig. 2, which is that the rubber hose rolling shock isolating pedestal provided by the utility model for base isolation building system is a kind of, to be implemented
The top view of example.
Fig. 3 is that ball limits in the rubber hose rolling shock isolating pedestal provided by the utility model for base isolation building system
Position frame and a kind of structural profile illustration of embodiment of ball.
Fig. 4 is concrete in the rubber hose rolling shock isolating pedestal provided by the utility model for base isolation building system
Post suspension column liner plate and ball position-limited rack structural representation.
Fig. 5, which is that the rubber hose rolling shock isolating pedestal provided by the utility model for base isolation building system is a kind of, to be implemented
The structure overall schematic of example.
Fig. 6 is spacing drawing in the rubber hose rolling shock isolating pedestal provided by the utility model for base isolation building system
A kind of structural representation of embodiment of rope.
Embodiment
To make the purpose of this utility model, technical scheme and effect clearer, clear and definite, develop simultaneously implementation referring to the drawings
The utility model is further described example.It should be appreciated that specific embodiment described herein is only explaining this practicality
It is new, it is not used to limit the utility model.
With reference to figure 1, Fig. 2, Fig. 3 and Fig. 5, the present embodiment provides a kind of rubber hose rolling for base isolation building system
Shock isolating pedestal, including：Limit base 1, ball position-limited rack 2, multiple balls 3, multiple rubber tubes 4, concrete column suspension column liner plate 5 and
Spacing drag-line 6；
Limit base 1 is fixedly connected with reinforced concrete pile cap 7；
Limit base 1 includes the first groove, and ball position-limited rack 2 is arranged at the first groove center；
Ball position-limited rack 2 includes multiple spacing holes arranged in arrays, and multiple balls are respectively arranged in multiple spacing holes；
Concrete column suspension column liner plate 5 is equipped with ball position-limited rack 2, the top of concrete column suspension column liner plate 5 formed with
The second groove for casting concrete post；
Formed with pre-set space between limit base 1 and concrete column suspension column liner plate 5, multiple rubber tubes 4 are arranged at default sky
In and be in close contact with the side wall of limit base 1 and the side wall of concrete column suspension column liner plate 5；
Spacing drag-line 6 is installed on around reinforced concrete pile cap 7, and is connected between upper strata beam bottom and bottom floor.
The rubber hose rolling shock isolating pedestal for base isolation building system that the present embodiment provides, passes through limit base, rubber
The cooperation of sebific duct and ball bearing mechanism, superstructure is relatively fixed to the rubber hose rolling shock isolating pedestal on basis when occurred level shakes
Can produce the horizontal displacement of certain amplitude, reduce dynamic action of the vibrations to superstructure, and can limit earthquake after
Shake layer deforms and has certain reset capability, and spacing drag-line can ensure that superstructure does not produce excessive position with basis
Move, improve the shock resistance of structure, meet antidetonation demand.
Specifically, limit base 1 includes limit base bottom plate and limit base side wall, limit base bottom plate and limit base sidewall weld shape
Into the first groove, limit base bottom edge is reserved with the mounting surface of predetermined width, and bolt hole 17 is provided with mounting surface, passes through spiral shell
Bolt realizes being fixedly connected for limit base and reinforced concrete pile cap 7.
As a preferred embodiment, limit base side wall by four blocks of steel plates by welding surround, limit base side wall with
Limit base bottom plate is fixed also by welding, and the manufacture craft of limit base 1 is simple, it is only necessary to simple cutting and welding
Complete, can make or factory produces in batches.
Limit base bottom plate provides smooth contact surface for the rolling of ball, is advantageous to the rolling of ball.
Shearing force caused by earthquake is communicated up by limit base bottom plate, meanwhile, limit base bottom plate is the rolling of ball
Smooth contact surface is provided, is advantageous to the rolling of ball.
Further, the height of rubber tube 4 is less than limit base Sidewall Height.
Further, limit base 1 also includes the ribbed stiffener 8 for being equidistantly welded in limit base side-wall outer side.
The setting of ribbed stiffener 8, the rigidity and intensity in limit base sidewall horizontal direction are further enhanced, ensure to send out in earthquake
Limit base side wall can bear under shock effect rubber tube to the extruding force of limit base side wall when raw.
Rubber tube can be independently installed, therefore can change at any time, avoids rubber tube unfavorable due to aging or plastic deformation etc.
Influence causes the isolation property of device to reduce.
Ball position-limited rack 2 is positioned over limit base bottom plate center, and the height of ball position-limited rack 2 is slightly less than the diameter of ball 3, rolls
The rolling of pearl make it that the active force of earthquake is difficult to be communicated up by ball.
Further, concrete column suspension column liner plate 5 includes concrete column bottom plate and concrete column side wall, concrete column bottom plate
Edge and the inner surface of concrete column side wall are welded, and upper surface and the appropriate section concrete column side wall of concrete column bottom plate are formed
Second groove；Concrete column side wall downward extension portion is spacing for being carried out to ball position-limited rack 2.
Concrete column side wall is welded by four blocks of steel plates, the upper surface of concrete column bottom plate and appropriate section concrete column
The second groove that side wall is formed is adapted with the size of concrete column, as the mould of casting concrete post, in addition, concrete column
Side wall bears rubber tube extruding force so that concrete column can uniform force, concrete column bottom plate provide smooth contact surfaces cause
Ball is easy to roll.
As a preferred embodiment, the first groove floor is square, concrete column suspension column liner plate cross section
For square, ball position-limited rack is located at the center of the first groove, therefore, is formed between limit base and concrete column suspension column liner plate
Pre-set space is equal sized, and rubber tube is highly slightly below limit base Sidewall Height so that and the extruding force that all directions are born is uniform,
Rubber tube during earthquake does not occur to be in close contact with concrete column suspension column liner plate and limit base side wall, balance is provided for concrete column
Power.
Further, with reference to figure 4, the inner edge length of concrete column suspension column liner plate 5 is more than the outer length of side of ball position-limited rack 2；It is mixed
The diameter that native side wall downward extension portion length is less than the ball is coagulated, i.e. extension can clasp ball position-limited rack but not connect
Touch limit base bottom plate so that ball position-limited rack can be limited in horizontal movement concrete column suspension column liner plate just under
Side so that each ball can uniform load-bearing, and be avoided that unnecessary friction and collision.
As a preferred embodiment, spacing drag-line is vertically connected between upper strata beam bottom and bottom floor, so as to
So that spacing drag-line transmits the efficiency highest of building uplift force, meanwhile, inclined spacing drag-line production occurs under severe earthquake action
Horizontal component is given birth to, help reduces the excessive relative storey displacement of Seismic Isolation of Isolation Layer.
As a preferred embodiment, with reference to figure 5 and Fig. 6, spacing drag-line includes cable wire 9, connector 10, gaily decorated basket spiral shell
Bolt 11 and double flute clamping plate 12；
Connector 10 is used to connect bottom floor built-in fitting 13 and flower basket bolt 11；
Double flute clamping plate 12 is used to respectively be consolidated at the both ends of cable wire 9 with flower basket bolt 11 and upper strata beam bottom built-in fitting 14
It is fixed.
Specifically, spacing drag-line is vertically connected on upper strata beam bottom (girder 15 and secondary beam 16) between the floor of bottom, installation
In the position of close reinforced concrete pile cap, arranged along the direction of beam, because the size of girder 15 is bigger than secondary beam 16, it is main
The radical for the spacing drag-line that beam 15 is arranged can be more than the quantity that secondary beam 16 is arranged.Should be in construction in advance in girder 15 and secondary beam 16
First pre-buried upper strata beam bottom built-in fitting 14 (suspension ring), Seismic Isolation of Isolation Layer bottom floor also should be in the pre-buried bottom floor built-in fitting in upright position
13 (guy anchors), bottom floor built-in fitting 13 are connected by connector and flower basket bolt 11, flower basket bolt 11 and top it is upper
Layer beam bottom built-in fitting 14 is directly connected by cable wire 9, and cable wire is fixed by double flute clamping plate 12 to connect the component at both ends.Spacing drawing
The regulation that rope passes through flower basket bolt 11, it is ensured that the primary stress of cable wire 9, avoid structure from situation about tilting occur.Ball position-limited rack
Need to leave certain space between the side wall of concrete column suspension column liner plate so that ball there can be free rolling space.
Stressing conditions are as follows during the shock isolating pedestal work that the present embodiment provides：Vertical load is transferred to concrete column post bottom again
Limit base bottom plate is passed down to by ball, limit base bottom plate gives downwards reinforced concrete pile cap.Spacing drag-line passes through upper and lower
The built-in fitting at both ends transmits uplift force.The horizontal loading of building is delivered to the rubber of corresponding side by concrete column suspension column liner plate
On sebific duct, limit base side wall bears the extruding force of rubber tube, prevents Seismic Isolation of Isolation Layer relative storey displacement, and ribbed stiffener is assisted with limit base deformation
Adjust, improve the rigidity and intensity of limit base, horizontal loading is passed to limit base bottom plate by both jointly, limit base bottom plate by with
The shearing resistance of frictional force, bolt between reinforced concrete pile cap delivers load to reinforced concrete pile cap, and geological process is led to
Same paths back transfer is crossed to top-out.Ball has higher rigidity and intensity, the ball when bearing vertical deformation
Horizontal rolling is unaffected, so as to reduce force of rolling friction.Rubber tube plays in earthquake reduces building forced vibration
The effect of frequency, its extruded bullet can be controlled by the change to rubber tube material, caliber and wall thickness during actual use
Property modulus, ensure isolation property simultaneously avoid resonance produce.
To sum up, the rubber hose rolling shock isolating pedestal for base isolation building system that the present embodiment provides, is comprised at least
Following beneficial effect：
(1) by the cooperation of limit base, rubber tube and ball bearing mechanism, superstructure is relatively fixed to when occurred level shakes
The rubber hose rolling shock isolating pedestal on basis can produce the horizontal displacement of certain amplitude, reduce vibrations and the power of superstructure is made
With the deformation of Seismic Isolation of Isolation Layer and there is certain reset capability when improving the shock resistance of structure, and earthquake can be limited, and limit
Position drag-line can ensure that superstructure does not produce excessive displacement with basis, improve the shock resistance of structure, meet antidetonation demand；
(2) setting of ribbed stiffener, the rigidity and intensity in limit base sidewall horizontal direction is further enhanced, is ensured in earthquake
Limit base side wall can bear under shock effect rubber tube to the extruding force of limit base side wall during generation；
(3) rubber tube is independently installed, can change at any time, avoids rubber tube from being adversely affected due to aging or plastic deformation etc.
Cause the isolation property of device to reduce；
(4) spacing drag-line is vertically connected between upper strata beam bottom and bottom floor, so that spacing drag-line transmission is built
The efficiency highest of thing uplift force, meanwhile, inclined spacing drag-line occurs under severe earthquake action and generates horizontal component, helps to reduce
The excessive relative storey displacement of Seismic Isolation of Isolation Layer；
(5) it is simple compared to rubber earthquake isolation support manufacture craft, and there is more preferable resistance to capsizing, be also not in lead
The problem of environmental pollution of core rubber support；And had a clear superiority compared with sliding isolation bearing, sliding isolation bearing is in earthquake
Power is unable to energy-dissipating and shock-absorbing when being less than the maximum static friction force of susceptor design, and can be produced under larger geological process larger
Displacement and it can not automatically reset；And shock isolating pedestal provided by the utility model, shock insulation work can be equally played under small shake effect
With reducing influence of the geological process to building, concrete can be limited by the collective effect device of limit base and rubber tube
The displacement of post and device have certain automatically reset ability.
It should be appreciated that for those of ordinary skills, can according to the above description be improved or converted,
And all these modifications and variations should all belong to the protection domain of the appended claims for the utility model.
Claims (10)
- A kind of 1. rubber hose rolling shock isolating pedestal for base isolation building system, it is characterised in that including：Limit base, rolling Pearl position-limited rack, multiple balls, multiple rubber tubes, concrete column suspension column liner plate and spacing drag-line；The limit base is fixedly connected with reinforced concrete pile cap；The limit base includes the first groove, and the ball position-limited rack is arranged at the first groove center；The ball position-limited rack includes multiple spacing holes arranged in arrays, and the multiple ball is respectively arranged at the multiple limit In the hole of position；The concrete column suspension column liner plate is equipped with the ball position-limited rack, square on the concrete column suspension column liner plate Into the second groove having for casting concrete post；Between the limit base and the concrete column suspension column liner plate institute is arranged at formed with pre-set space, the multiple rubber tube State in pre-set space and be in close contact with the side wall of the limit base and the side wall of the concrete column suspension column liner plate；The spacing drag-line is installed on around the reinforced concrete pile cap, and is connected between upper strata beam bottom and bottom floor.
- 2. the rubber hose rolling shock isolating pedestal according to claim 1 for base isolation building system, it is characterised in that The limit base includes limit base bottom plate and limit base side wall, and the limit base bottom plate and the limit base sidewall weld form the One groove, the limit base bottom edge are reserved with the mounting surface of predetermined width, are provided with bolt hole on the mounting surface, pass through Bolt realizes being fixedly connected for the limit base and the reinforced concrete pile cap.
- 3. the rubber hose rolling shock isolating pedestal according to claim 2 for base isolation building system, it is characterised in that The rubber tube is highly less than the limit base Sidewall Height.
- 4. the rubber hose rolling shock isolating pedestal according to claim 2 for base isolation building system, it is characterised in that The limit base also includes the ribbed stiffener for being equidistantly welded in the limit base side-wall outer side.
- 5. the rubber hose rolling shock isolating pedestal according to claim 1 for base isolation building system, it is characterised in that The height of the ball position-limited rack is less than the diameter of the ball.
- 6. the rubber hose rolling shock isolating pedestal according to claim 1 for base isolation building system, it is characterised in that The concrete column suspension column liner plate includes concrete column bottom plate and concrete column side wall, the concrete column bottom edge with it is described The inner surface welding of concrete column side wall, upper surface and the appropriate section concrete column side wall of the concrete column bottom plate form institute State the second groove；The concrete column side wall downward extension portion is used for spacing to ball position-limited rack progress.
- 7. the rubber hose rolling shock isolating pedestal according to claim 6 for base isolation building system, it is characterised in that The outer length of side of the inner edge length of the concrete column suspension column liner plate more than the ball position-limited rack.
- 8. the rubber hose rolling shock isolating pedestal according to claim 7 for base isolation building system, it is characterised in that The concrete side walls downward extension portion length is less than the diameter of the ball.
- 9. the rubber hose rolling shock isolating pedestal according to claim 1 for base isolation building system, it is characterised in that The spacing drag-line is vertically connected between the upper strata beam bottom and bottom floor.
- 10. the rubber hose rolling shock isolating pedestal according to claim 9 for base isolation building system, its feature exists In the spacing drag-line includes cable wire, connector, flower basket bolt and double flute clamping plate；The connector is used to connect bottom floor built-in fitting and the flower basket bolt；The double flute clamping plate is used to respectively be consolidated at the both ends of the cable wire with the flower basket bolt and upper strata beam bottom built-in fitting It is fixed.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915110.XU CN206956967U (en) | 2017-07-26 | 2017-07-26 | A kind of rubber hose rolling shock isolating pedestal for base isolation building system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915110.XU CN206956967U (en) | 2017-07-26 | 2017-07-26 | A kind of rubber hose rolling shock isolating pedestal for base isolation building system |
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| CN206956967U true CN206956967U (en) | 2018-02-02 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190878A (en) * | 2017-07-26 | 2017-09-22 | 广州大学 | A kind of rubber hose rolling shock isolating pedestal for base isolation building system |
| CN109914488A (en) * | 2019-03-29 | 2019-06-21 | 西安建筑科技大学 | A kind of hidden wood-structure old building suspension column multidimensional sliding isolation device |
| CN114829720A (en) * | 2019-12-23 | 2022-07-29 | 金男英 | Shock insulation structure using rope foundation |
-
2017
- 2017-07-26 CN CN201720915110.XU patent/CN206956967U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190878A (en) * | 2017-07-26 | 2017-09-22 | 广州大学 | A kind of rubber hose rolling shock isolating pedestal for base isolation building system |
| CN109914488A (en) * | 2019-03-29 | 2019-06-21 | 西安建筑科技大学 | A kind of hidden wood-structure old building suspension column multidimensional sliding isolation device |
| CN114829720A (en) * | 2019-12-23 | 2022-07-29 | 金男英 | Shock insulation structure using rope foundation |
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