CN207211413U - A kind of isolation structure of private residence - Google Patents
A kind of isolation structure of private residence Download PDFInfo
- Publication number
- CN207211413U CN207211413U CN201721069639.0U CN201721069639U CN207211413U CN 207211413 U CN207211413 U CN 207211413U CN 201721069639 U CN201721069639 U CN 201721069639U CN 207211413 U CN207211413 U CN 207211413U
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- wall
- bearing platform
- damper member
- elastomeric damper
- fixed plate
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Abstract
The utility model discloses a kind of isolation structure of private residence, include bearing platform and the wall being arranged on bearing platform, bearing platform is provided with the bearing platform, elastomeric damper member is provided between the bearing platform and wall, is set between the wall and bearing platform and is provided with prestressed locating part.By using above-mentioned technical proposal, elastomeric damper member is set between bearing platform and wall, interaction force caused by relative displacement between pedestal and wall is absorbed by shock absorber part, the vibrations that matrix is transferred to wall are reduced when earthquake occurs, amplitude and bounce are rocked so as to reduce wall when earthquake occurs, when earthquake stops, elastomeric damper member is used cooperatively with locating part, wall fast and stable is got off, reduce the time needed for wall stability；Antidetonation main body is compared in building course, the cost of construction is substantially reduced, is more suitable for the construction of private residence.
Description
Technical field
Residence building structure is the utility model is related to, more specifically to a kind of isolation structure of private residence.
Background technology
Earthquake is a kind of unavoidable natural phenomena of human society, casualties caused by earthquake and economic loss 90%
Even more from caused by building collapsing.Therefore countries in the world all are being directed to carrying out earthquake resistant engineering mitigation work, are directed to
The level of providing fortification against earthquakes of construction project is improved, improves the shock resistance of construction project.Base Isolation Technology is current world's earthquake
One of more ripe new and high technology of engineering circles popularization and application." 40 Nian Lai worlds earthquake works are referred to as by U.S. seismological expert
One of most important achievement of journey, the use of Base Isolation Technology make it possible that building is not collapsed really in earthquake, make its into
For one of maximally effective means of earthquake disaster mitigation."
Notification number is that CN206308824U Chinese patent document discloses a kind of anti-seismic structure of light house, including base
Seat, main antidetonation body, horizontal anti-seismic plate and multiple vertical anti-earthquakes, the main antidetonation body, horizontal anti-seismic plate and vertical anti-earthquake are equal
It is made up of elastomeric material；Spherical upper anti-of lower antidetonation body, the arc of main antidetonation body including landing shape spherical middle antidetonation body and arc
Body is shaken, and the cambered surface diameter of upper antidetonation body is less than the cambered surface diameter of middle antidetonation body；The bottom centre of pedestal is provided with arc groove,
Upper antidetonation body is placed in arc groove；The horizontal anti-seismic plate level is fixed in lower antidetonation body and middle antidetonation body intersection；It is multiple
Vertical anti-earthquake passes through horizontal anti-seismic plate and lower antidetonation body, and its one end is fixed in pedestal, and the other end is embedded under lower antidetonation body
Stratum.
In above-mentioned technical proposal, the vibrations that are transferred to by antidetonation absorbent body on pedestal, shadow of the vibrations to house is reduced
Ring, but in the architectural process of private residence, private residence generally increases the structural strength of pedestal to improve shock resistance, using main antidetonation
Although the shock insulation mode isolating affection of body is good, construction costs is higher, and the cost using private residence after antidetonation main body can increase by 2 ~ 30,000
RMB, and the construction of general private residence is not applied to, cause the construction costs of private residence to greatly improve, prior art has improvement
Place.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of isolation structure of private residence, lead to
Cross and elastomeric damper member is set between bearing platform and wall to reduce influence of the earthquake to private residence, reducing the construction cost of private residence
On the basis of ensure private residence shock resistance.
To achieve the above object, the utility model provides following technical scheme：A kind of isolation structure of private residence, includes
Pedestal and the wall being arranged on pedestal, bearing platform has been poured on the pedestal, has been provided between the bearing platform and wall
Elastomeric damper member, upper end and the wall inlay card of the elastomeric damper member coordinate, lower end and the load-bearing decometer of the elastomeric damper member
Scarf closes；Set between the wall and bearing platform and be provided with prestressed locating part.
By using above-mentioned technical proposal, elastomeric damper member is set between bearing platform and wall, absorbed by shock absorber part
Interaction force caused by relative displacement between pedestal and wall, the vibrations that matrix is transferred to wall are reduced when earthquake occurs,
Amplitude and bounce are rocked so as to reduce wall when earthquake occurs, when earthquake stops, elastomeric damper member makes with locating part cooperation
With, wall fast and stable is got off, reduce wall stability needed for time；In building course, bearing platform is direct on pedestal
Pour to be formed, operator only needs elasticity of purchase shock absorber part, makes elastomeric damper member being arranged on bearing platform and wall in construction
Between body, compared to antidetonation main body, the cost of construction is substantially reduced, is more suitable for the construction of private residence.
The utility model is further arranged to：Caulking groove is offered on the bearing platform, the wall is close to bearing platform
One end is provided with Access Division, and the lower end of the elastomeric damper member is connected in caulking groove, and the Access Division is plugged in elastic shock attenuation
In part.
By using above-mentioned technical proposal, elastomeric damper member is connected in caulking groove, ensure that elastomeric damper member in load-bearing
Installation site on platform, when being easy to the operator to construct, the determination of the position of elastomeric damper member, it ensure that the construction quality of private residence；
Wall is coordinated by Access Division and elastomeric damper member grafting, ensures that wall will not take off with elastomeric damper member when earthquake occurs
From improving the shock resistance of private residence.
The utility model is further arranged to：The caulking groove is in trapezium structure wide at the top and narrow at the bottom, the elastomeric damper member
Lower end plugged and fixed in caulking groove.
By using above-mentioned technical proposal, when wall shakes, the side wall of caulking groove is mutually supported with elastomeric damper member
Connect, there is provided the support force extra to elastomeric damper member horizontal direction, improve the ability that private residence resistance horizontal direction is rocked.
The utility model is further arranged to：The elastomeric damper member, which includes, some vertically to be arranged and is overlapped in
Steel plate on caulking groove and the elastic filler being wrapped in outside the steel plate.
By using above-mentioned technical proposal, steel plate can strengthen the structural strength of elastomeric damper member, there is provided vertical carrying
Power, ensure the normal use of building under non-earthquake conditions；Elastic filler can make building by horizontal direction when earthquake
During huge vibrations wave impact, ensure that building will not cause disabler because of unexpected internal sabotage.
The utility model is further arranged to：It is provided with the Access Division and wears elastomeric damper member and abut bearing platform
Lead for retractable pencil.
By using above-mentioned technical proposal, lead rubber bearing is also equipped with good endurance, anti-low cycle facigue performance,
Heat resistanceheat resistant air aging, ozone-resistant aging, acid resistance, water resistance are preferable, its life-span up to 60~80 years, shock insulation mechanics during which
Significant change will not occur for performance, have enough horizontal rigidities, ensure that the basic cycle of building extends to 1.5 ~ 3.0 seconds left sides
It is right；There is enough vertical bearing capacities in addition, the supporting building that can stablize；With sufficiently large horizontal deformation deposit,
To ensure that in severe earthquake action be not in unstable phenomenon under；Horizontal rigidity is influenceed smaller by vertical compression load；It is easy to apply
Work industry.
The utility model is further arranged to：The elastic filler is thermoplastic shaping and wraps up the high resistant of some steel plates
Buddhist nun's isolation rubber.
By using above-mentioned technical proposal, with rubber, possessed viscoplasticity damps to structure vibration and structure borne noise in itself
Damping, free damping processing and constraint impedance bundary can be divided into.Free damping processing is to paste one layer of damping rubber in body structure surface,
When structural vibration, friction consumption partial vibration energy, reduces vibration in the viscosity between rubber molecular chain；Damping-constraining processing
It is to paste one layer of damping rubber in body structure surface, one layer of restraining plate is pasted in outside again, and when structural vibration, damping material is made by shearing
With a part of vibrational energy is converted into heat energy and plays cushioning effect.High-damping isolation rubber support is the viscoplasticity high-damping used
Elastomeric material, by rubber, possessed viscoplasticity carries out damping-constraining processing to structural vibration in itself, absorbs energy and reduces ground
Shake active force；The elastomeric material has larger ductility again, can in earthquake extending structure natural vibration period, avoid earthquake spike load
Influence.
The utility model is further arranged to：The locating part includes the first fixed plate being arranged on bearing platform with setting
The second fixed plate on wall is put, being provided between the first fixed plate and the second fixed plate makes the first fixed plate be fixed with second
Plate spring close to each other.
By using above-mentioned technical proposal, spring makes wall be pressed in advance in elastomeric damper member by shrinking, and meets that construction will
Ask, while after earthquake terminates, the energy in elastomeric damper member is absorbed by spring, reduces being converted by vibrating state to steady for wall
Determine the time of state.
The utility model is further arranged to：The locating part, which also includes, wears the first fixed plate, second fixed plate
Screw rod, the screw rod are provided at both ends with the nut for abutting the first fixed plate and the second fixed plate respectively, and the spring is set in
On screw rod.
By using above-mentioned technical proposal, the interval between the first fixed plate and the second fixed plate is limited by screw rod
The largest interval between wall and bearing platform is limited, improves the stability of wall, avoids rocking or amplitude of beating is excessive
And exceed the bearing capacity of wall, improve the security performance of private residence；It is set on screw rod, on the one hand improves telescopic spring
During stability, be on the other hand easy to construct.
The utility model is further arranged to：The locating part includes the fix bar of arc structure, the fix bar
One end is fixedly connected with pedestal, and the other end is fixedly connected with wall.
By using above-mentioned technical proposal, the amplitude of fluctuation between pedestal and wall is limited by the fix bar of arc structure
And beating scope, the stability of wall on pedestal is improved, the largest interval between wall and pedestal is limited in reservation
On the premise of greatly reduce construction cost.
In summary, the utility model has the advantages that：
Elastomeric damper member is set between bearing platform and wall, relative displacement between pedestal and wall is absorbed by shock absorber part
Caused interaction force, the vibrations that pedestal when earthquake occurs is transferred to wall are effectively reduced, reduce what wall collapsed
Risk；When earthquake stops, elastomeric damper member is used cooperatively with locating part, the quick vibrations for absorbing wall, makes wall quickly steady
Decide, reduce the time needed for wall stability；Antidetonation main body is compared in building course, substantially reduces the cost of construction, more
Suitable for the construction of private residence.
Brief description of the drawings
Fig. 1 is the overall structure diagram of ground and wall in embodiment 1；
Fig. 2 is supporting table and the fit structure schematic diagram of wall Access Division in embodiment 1；
Fig. 3 is the overall structure diagram of elastomeric damper member in embodiment 1；
Fig. 4 is the internal structure schematic diagram of elastomeric damper member in embodiment 1；
Fig. 5 is the overall structure diagram of elastomeric damper member in embodiment 2.
In figure：1st, pedestal；2nd, wall；3rd, bearing platform；31st, caulking groove；4th, elastomeric damper member；41st, steel plate；42nd, elasticity is filled out
Fill thing；5th, Access Division；6th, the first fixed plate；7th, the second fixed plate；8th, spring；9th, screw rod；10th, nut；11st, lead for retractable pencil；12nd, it is fixed
Bar.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：
As shown in figure 1, a kind of isolation structure of private residence, includes the pedestal 1 for load-bearing, pedestal 1 is generally embedded in ground
Under, the stability for ensureing private residence is integrally formed with ground；When building, being built on pedestal 1 has wall 2, with reference to shown in Fig. 2, base
Bearing platform 3 has been poured on seat 1, elastomeric damper member 4 has been provided with bearing platform 3, wall 2 is arranged on pedestal 1 by elastomeric damper member 4
On, it is additionally provided with locating part between bearing platform 3 and wall 2, there is provided prestressing force of the wall 2 in elastomeric damper member 4, make wall 2
It is pressed in elastomeric damper member 4；When earthquake occurs, because pedestal 1 fixes on the ground, pedestal 1 together shakes with earth shock
Dynamic, when vibrations are transferred at elastomeric damper member 4, elastomeric damper member 4 absorbs the vibrations from ground, make wall 2 and pedestal 1 it
Between separate, reduce the amplitude that wall 2 is swung with vibrations, improve the shock resistance of private residence, so as to avoid wall 2 collapse to the person,
Property causes to damage.
With reference to shown in Fig. 2, Fig. 3, caulking groove 31 is offered on bearing platform 3, caulking groove 31 is in trapezium structure wide at the top and narrow at the bottom,
The lower end of elastomeric damper member 4 is embedded in caulking groove 31, and wall 2 is provided with Access Division 5, clamping close to the side of bearing platform 3
The plugged and fixed of portion 5 is in elastomeric damper member 4, and when wall 2 shakes, the side wall and elastomeric damper member 4 of caulking groove 31 are mutual
Abut, so as to provide extra support force in the horizontal direction, when earthquake stops, pedestal 1 first stops rocking, and wall 2 is in inertia
It still can keep rocking under effect, the extruding force between elastomeric damper member 4 can be decomposed into vertical side by the side wall of caulking groove 31
To component and horizontal direction component, rocking for wall 2 is gradually reduced by the bounce of elastomeric damper member 4 vertically.
With reference to shown in Fig. 4, elastomeric damper member 4 includes some steel plates 41 being overlapped on caulking groove 31 and is wrapped in steel
Elastic filler 42 outside plate 41, it can also set on Access Division 5 and vertically wear elastomeric damper member 4 and abut bearing platform
3 lead for retractable pencil 11, steel plate 41 can strengthen the structural strength of elastomeric damper member 4, there is provided vertical bearing capacity, ensure non-earthquake conditions
The normal use of lower building；Elastic filler 42 can make building by vibrations wave impact huge when earthquake in horizontal direction
When, ensure that building will not cause disabler because of internal be destroyed suddenly；In this programme elastic filler 42 be thermoplastic into
Type simultaneously wraps up the high-damping isolation rubbers of some steel plates 41 and is made.
With reference to shown in Fig. 2, locating part include the first fixed plate 6 extended on bearing platform 3 and extend on wall 2
Two fixed plates 7, the first fixed plate 6 are oppositely arranged with the second fixed plate about 7, are led between the first fixed plate 6 and the second fixed plate 7
Cross spring 8 to link together, spring 8 is elongation state between the first fixed plate 6 and the second fixed plate 7, makes the first fixed plate 6
It is close to each other between the second fixed plate 7, on the one hand prestressing force of the wall 2 on bearing platform 3 is provided, on the other hand shaken
Absorbed and shaken by spring 8 when dynamic, the vibrations on bearing platform 3 is quickly stopped, reduced vibrations and stop what back wall 2 rocked
Time；In order to further limit the bounce of wall 2 vertically, in this programme locating part also include with the first fixed plate 6,
The screw rod 9 that the sliding of second fixed plate 7 coordinates, the both ends of screw rod 9, which are respectively arranged with, abuts the first fixed plate 6 and the second fixed plate 7
Nut 10, spring 8 is set on screw rod 9, limited by screw rod 9 maximum between first fixed plate 6 and the second fixed plate 7
Spacing is the maximum spacing between wall 2 and bearing platform 3.
Specific implementation process：
When earthquake occurs, the ground of private residence is together shaken with ground, and the vibrations of ground are transferred at elastomeric damper member 4
When, the remains stationary in the presence of inertia of wall 2, the upper and lower ends of elastomeric damper member 4 are deformed upon due to discontinuity,
Make bearing platform 3 and the self-movement of wall 2, the vibrations of ground are absorbed by elastomeric damper member 4, wall is transferred to so as to reduce from ground
The vibrations of body 2, reduce the amplitude that wall 2 rocks by vibrations；
When earthquake stops, ground first stops vibrating, and wall 2 still can rock and beat in the presence of inertia, and first is solid
Spring 8, screw rod 9 and the resilient snubber set between the fixed plate 7 of fixed board 6 and second absorbs the energy that wall 2 rocks and beated
Amount, makes wall 2 quickly settle out.
Embodiment 2：
As shown in figure 5, a kind of isolation structure of private residence, the distinctive points of embodiment 2 and embodiment 1 are, locating part is circle
The fix bar 12 of arc structure, one end of fix bar 12 are fixedly connected with bearing platform 3, and the other end is fixedly connected with wall 2.
Specific implementation process：
In work progress, when pouring supporting table with wall 2, fix bar 12 is together poured, when generation earthquake
When, the energy inside elastomeric damper member 4 is absorbed by the deformation of fix bar 12, wall 2 is quickly settled out.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (9)
1. a kind of isolation structure of private residence, includes pedestal（1）And it is arranged on pedestal（1）On wall（2）, its feature exists
In the pedestal（1）On poured bearing platform（3）, the bearing platform（3）With wall（2）Between be provided with elastomeric damper member
（4）, the elastomeric damper member（4）Upper end and wall（2）Grafting coordinates, the elastomeric damper member（4）Lower end and bearing platform
（3）Inlay card coordinates；The wall（2）With bearing platform（3）Between set be provided with prestressed locating part.
A kind of 2. isolation structure of private residence according to claim 1, it is characterised in that the bearing platform（3）On offer
Caulking groove（31）, the wall（2）Close to bearing platform（3）One end be provided with Access Division（5）, the elastomeric damper member（4）'s
Lower end is connected in caulking groove（31）It is interior, the Access Division（5）It is plugged in elastomeric damper member（4）It is interior.
A kind of 3. isolation structure of private residence according to claim 2, it is characterised in that the caulking groove（31）Present under width
Narrow trapezium structure, the elastomeric damper member（4）Lower end plugged and fixed in caulking groove（31）It is interior.
A kind of 4. isolation structure of private residence according to claim 2, it is characterised in that the elastomeric damper member（4）Including
Have and some vertically arrange and be overlapped in caulking groove（31）On steel plate（41）And it is wrapped in the steel plate（41）Outer
Elastic filler（42）.
A kind of 5. isolation structure of private residence according to claim 4, it is characterised in that the Access Division（5）On be provided with
Wear elastomeric damper member（4）And abut bearing platform（3）Lead for retractable pencil（11）.
A kind of 6. isolation structure of private residence according to claim 4, it is characterised in that the elastic filler（42）For heat
It is moulded into type and wraps up some steel plates（41）High-damping isolation rubber.
7. the isolation structure of a kind of private residence according to claim 1, it is characterised in that the locating part, which includes, to be arranged on
Pedestal（1）On the first fixed plate（6）With being arranged on wall（2）On the second fixed plate（7）, the first fixed plate（6）With second
Fixed plate（7）Between be provided with and make the first fixed plate（6）With the second fixed plate（7）Spring close to each other（8）.
8. the isolation structure of a kind of private residence according to claim 7, it is characterised in that the locating part, which also includes, to be worn
First fixed plate（6）, the second fixed plate（7）Screw rod（9）, the screw rod（9）Be provided at both ends with respectively abut first fix
Plate（6）With the second fixed plate（7）Nut（10）, the spring（8）It is set in screw rod（9）On.
9. the isolation structure of a kind of private residence according to claim 1, it is characterised in that the locating part includes circular arc knot
The fix bar of structure（12）, the fix bar（12）One end and bearing platform（3）It is fixedly connected, the other end and wall（2）It is fixed to connect
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069639.0U CN207211413U (en) | 2017-08-24 | 2017-08-24 | A kind of isolation structure of private residence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721069639.0U CN207211413U (en) | 2017-08-24 | 2017-08-24 | A kind of isolation structure of private residence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211413U true CN207211413U (en) | 2018-04-10 |
Family
ID=61816552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721069639.0U Active CN207211413U (en) | 2017-08-24 | 2017-08-24 | A kind of isolation structure of private residence |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207211413U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360703A (en) * | 2018-04-18 | 2018-08-03 | 北京建筑大学 | Seismic Isolation of Isolation Layer Compact Mounts and building with it |
| CN115332705A (en) * | 2022-08-15 | 2022-11-11 | 苏州金蚂蚁精密钣金有限公司 | Shell for solar energy storage equipment |
-
2017
- 2017-08-24 CN CN201721069639.0U patent/CN207211413U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360703A (en) * | 2018-04-18 | 2018-08-03 | 北京建筑大学 | Seismic Isolation of Isolation Layer Compact Mounts and building with it |
| CN108360703B (en) * | 2018-04-18 | 2020-02-18 | 北京建筑大学 | Horizontal stop device of shock insulation layer and have its building |
| CN115332705A (en) * | 2022-08-15 | 2022-11-11 | 苏州金蚂蚁精密钣金有限公司 | Shell for solar energy storage equipment |
| CN115332705B (en) * | 2022-08-15 | 2024-03-19 | 苏州金蚂蚁精密钣金有限公司 | A shell for solar energy storage equipment |
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