CN206408752U - A kind of architectural vibration-insulation structure - Google Patents
A kind of architectural vibration-insulation structure Download PDFInfo
- Publication number
- CN206408752U CN206408752U CN201720053312.8U CN201720053312U CN206408752U CN 206408752 U CN206408752 U CN 206408752U CN 201720053312 U CN201720053312 U CN 201720053312U CN 206408752 U CN206408752 U CN 206408752U
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- China
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- elastic component
- bottom plate
- plate body
- insulation structure
- building panel
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- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of architectural vibration-insulation structure, its drip irrigation device includes foundation ditch and the bottom plate being arranged in foundation ditch, also include support pedestal, elastic component and building panel, recessed arc-shaped concave is provided with the upside of the bottom plate, the support pedestal is connected on bottom plate, the side of support pedestal towards bottom plate, which is provided between the arc convex coordinated with arc-shaped concave, and the inwall of the side wall for supporting pedestal and foundation ditch, has space；The elastic component is fixed on side of the support pedestal away from bottom plate；The building panel is fixed on side of the elastic component away from support pedestal, and the utility model has the effect that can stably carry out shock insulation laterally and longitudinally.
Description
Technical field
The utility model is related to building damper control field, and more specifically it is related to a kind of architectural vibration-insulation structure.
Background technology
At present, notification number discloses a kind of novel building isolation structure, including coagulation for CN204080878U Chinese patent
Native plate, strengthens concrete slab, smooth layer, building structure, foundation ditch, spring part；The concrete slab is located in foundation ditch, forms groove
With two ends enclosure wall, upper surface is smooth layer；Strengthen above the center that concrete slab is located at groove, smooth layer, with concrete
The two ends enclosure wall of plate has certain distance；The spring part is located in the space strengthened between mixed mud plate and enclosure wall；Institute
State building structure and be connected with strengthening concrete slab in interface.
Above-mentioned architectural vibration-insulation structure is similar in the prior art, and it is strengthening the space between mixed mud plate and enclosure wall
Spring is set, horizontal shock insulation can be only provided, when running into longitudinal vibrations, it is impossible to play good isolating affection.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of architectural vibration-insulation structure, it is
Shock insulation laterally and longitudinally can stably be carried out.
To achieve the above object, the utility model provides following technical scheme：A kind of architectural vibration-insulation structure, including foundation ditch
With the bottom plate being arranged in foundation ditch, in addition to support pedestal, elastic component and building panel, it is provided with the upside of the bottom plate recessed
Arc-shaped concave, the support pedestal is connected on bottom plate, and the side of support pedestal towards bottom plate is provided with cooperation and arc-shaped concave
Arc convex, and it is described support pedestal side wall and foundation ditch inwall between there is space；The elastic component is fixed on branch support group
Side of the seat away from bottom plate；The building panel is fixed on side of the elastic component away from support pedestal.
By using above-mentioned technical proposal, bottom plate is fixed in foundation ditch, the upper end of bottom plate sets arc-shaped concave, and in support
The lower end of pedestal sets arc convex, and the space between the inwall of support base and foundation ditch, therefore when generation transverse vibration, branch support group
Seat can carry out shock insulation in the enterprising line slip of bottom plate, and due to the cooperation of arc-shaped concave and arc convex, when vibrations stop, propping up
Support seat can be resetted under gravity；And elastic component is set between building panel and support pedestal, and elastic component with
Support pedestal is fixed；When occurring longitudinal direction vibrations, elastic component can be deformed upon, and vibrations be absorbed, to carry out shock insulation；So as to pass through branch
Shock insulation can be carried out to transverse vibration and longitudinal direction vibrations by supportting the cooperation of the arc convex and elastic component of seat.
The utility model is further arranged to：The elastic component includes upper plate body, lower body and annular elastomeric block, the upper plate
Body is arranged at elastic component towards the side of building panel, and lower body is arranged at elastic component towards the side of support pedestal, the annular
Bullet block is fixed between upper plate body and lower body.
By using above-mentioned technical proposal, upper plate body and lower body are set respectively by the upper and lower sides in elastic component, can
Facilitate elastic component with building panel and support the connection of pedestal；And by between upper plate body and lower body set annular elastomeric block,
Annular elastomeric block is except that can provide longitudinal elastic force, while after upper plate body and lower body dislocation, annular elastomeric block can also after deforming
Enough bodies are for horizontal elastic force, therefore, it is possible to play the effect of enhancing shock insulation ability.
The utility model is further arranged to：The body of the annular elastomeric block including quality of rubber materials and along annular elastomeric block outer
It is equally distributed some to compress spring.
By using above-mentioned technical proposal, body can be protected to the internal spring that compresses, and because body is rubber
Glue material matter itself also has certain elasticity, little to the elasticity effect that compresses spring；And by the way that spring will be compressed along annular elastomeric
The extension of block is uniformly distributed, and annular elastomeric block can be allowed to provide uniform elastic force.
The utility model is further arranged to：The elastic component also includes being provided with the middle part of support bar, the resilient sleeve
Storage tank, the support bar is arranged in storage tank, and the two ends of support bar are connected to the inwall of upper plate body and lower body respectively.
By using above-mentioned technical proposal, support bar is arranged between upper plate body and lower body, connection upper plate body and lower plate
Body, can provide part support force, so that when shaking, annular elastomeric block has more when not shaking for annular elastomeric block
Big elastic allowance is used for shock insulation.
The utility model is further arranged to：Support spring is provided with the middle part of the support bar.
By using above-mentioned technical proposal, support spring is set at the middle part of support bar, when there is longitudinal direction to shake, support bar
Influence of longitudinal flexible reduction support bar to annular elastomeric block elastic force can be carried out.
The utility model is further arranged to：The upper and lower ends of the support bar are provided with globular part, the upper plate body
With the deep-slotted chip breaker that confession globular part rotation is provided with lower body.
By using above-mentioned technical proposal, by setting globular part in the upper and lower ends of support bar, and set on plate body
Deep-slotted chip breaker so that elastic component is when occurring lateral shift, and support bar can enter horizontal deflection, so as to reduce support bar to annular elastomeric block
The influence of transverse deformation.
The utility model is further arranged to：The side of the upper plate body towards building panel is provided with arc convex, described
Correspondence upper plate body is provided with arc-shaped concave on building panel.
By using above-mentioned technical proposal, arc convex is set in the upside of upper plate body, arc is set in the downside of building panel
Shape concave surface, when occurring transverse vibration, support pedestal drives elastic component to carry out horizontal movement relative to building panel, and passes through arc
Convex surface and the setting of arc-shaped concave, influence when can reduce vibrations to building panel, while after vibrations terminate gravity work
It can be resetted under.
The utility model is further arranged to：The side of the building panel towards elastic component is extended with baffle plate, the baffle plate
There is gap with foundation ditch inwall.
By using above-mentioned technical proposal, baffle plate is provided with the downside of building panel, baffle plate setting is in foundation ditch, and and foundation ditch
Inwall between there is space so that building panel has certain amplitude of fluctuation in foundation ditch, and baffle plate can improve building panel
Fixing intensity.
In summary, the utility model has advantages below：Arc-shaped concave is set in the upper end of bottom plate, and in support pedestal
Lower end arc convex, and the space between the inwall of support base and foundation ditch are set, therefore when occurring transverse vibration, support pedestal energy
Enough shock insulation is carried out in the enterprising line slip of bottom plate；And when mode longitudinally shakes, elastic component can be deformed upon, vibrations are absorbed, are come
Carry out shock insulation；Therefore stable shock insulation laterally and longitudinally has been reached.
Brief description of the drawings
Fig. 1 is the present embodiment structural representation.
Description of reference numerals：1st, foundation ditch；2nd, bottom plate；3rd, pedestal is supported；4th, elastic component；5th, building panel；6th, arc-shaped concave；7、
Arc convex；8th, upper plate body；9th, lower body；10th, annular elastomeric block；11st, body；12nd, spring is compressed；13rd, storage tank；14th, support
Bar；15th, support spring；16th, globular part；17th, deep-slotted chip breaker；18th, baffle plate.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment, a kind of architectural vibration-insulation structure, as shown in figure 1, including foundation ditch 1, bottom plate 2, support pedestal 3, the and of elastic component 4
Building panel 5；Bottom plate 2 is arranged at the bottom of foundation ditch 1, and the upside of bottom plate 2 is provided with arc-shaped concave 6；Support pedestal 3 is connected to bottom plate
2 upside, the downside of support pedestal 3, which is provided between arc convex 7, and the both sides of support pedestal 3 and foundation ditch 1, has space,
It can be slid in foundation ditch 1；Elastic component 4 is arranged at the upside of support pedestal 3.
Elastic component 4 from top to bottom includes upper plate body 8, annular elastomeric block 10 and lower body 9 successively；Lower body 9 presses on support
The upside of pedestal 3, and be secured by bolts on support pedestal 3；Annular elastomeric block 10 includes body 11, compresses spring 12 and support
Bar 14, the quantity for compressing spring 12 is multiple, and multiple outers for compressing spring 12 along lower body 9 are uniformly distributed；The material of body 11
Matter is rubber, and body 11 is wrapped up the outer peripheral face and inner peripheral surface that compress spring 12, and protection is played and solid to compressing spring 12
Fixed effect；Upper plate body 8, lower body 9 and the body 11 compressed on the inside of spring 12 form the storage tank 13 of a closing, support
Bar 14 is arranged in storage tank 13, and support bar 14 is provided at both ends with spherical globular part 16, and the middle part of support bar 14 sets
There is support spring 15；The middle part of lower body 9 and upper plate body 8 is provided with deep-slotted chip breaker 17, and the globular part 16 at two ends is connected to respectively
In the deep-slotted chip breaker 17 of upper plate body 8 and lower body 9；So that after upper plate body 8 slides relative to lower body 9, support bar 14 can
Smooth deflects；Support bar 14 is used for when not shaking, shares the pressure of part upper plate body 9.The upside of upper plate body 8
It is provided with arc convex 7.
Building panel 5 is pressed on upper plate body 8, and the downside of building panel 5 is provided with arc-shaped concave 6；And the two of building panel 5 are lateral
Under be extended with baffle plate 18, there is certain gap between baffle plate 18 and the inwall of foundation ditch 1.
Architectural vibration-insulation structures isolation effect process, as shown in figure 1, when shaking, in the horizontal, support pedestal 3 being capable of phase
Slide, lower body 9 can slide relative to upper plate body 8, and upper plate body 8 can slide relative to building panel 5, lead to for bottom plate 2
Major part can be fallen by horizontal shock absorption by crossing bottom plate 2, support pedestal 3, lower body 9, the Relative sliding of upper plate body 8；And
On longitudinal direction, longitudinal deformation can be occurred by compressing spring 12, and the vibrations to longitudinal direction absorb；And after vibrations terminate, in weight
Pedestal 3 is supported to reset in the presence of power；And compressing spring 12 can also be resetted by the elasticity of itself.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, it is all in this practicality
Within new design concept, any modification, equivalent substitution and improvements made etc. should be included in protection of the present utility model
Within the scope of.
Claims (8)
1. a kind of architectural vibration-insulation structure, including foundation ditch (1) and the bottom plate (2) that is arranged in foundation ditch (1), it is characterised in that：Also wrap
Include and be provided with recessed arc-shaped concave (6) on the upside of support pedestal (3), elastic component (4) and building panel (5), the bottom plate (2),
The support pedestal (3) is connected on bottom plate (2), and it is recessed with arc that support pedestal (3) is provided with cooperation towards the side of bottom plate (2)
There is space between the arc convex (7) in face (6), and the side wall of the support pedestal and the inwall of foundation ditch (1)；The elastic component
(4) it is fixed on side of the support pedestal (3) away from bottom plate (2)；The building panel (5) is fixed on elastic component (4) away from branch support group
The side of seat (3).
2. architectural vibration-insulation structure according to claim 1, it is characterised in that：The elastic component (4) include upper plate body (8),
Lower body (9) and annular elastomeric block (10), the upper plate body (8) are arranged at elastic component (4) towards the side of building panel (5), lower plate
Body (9) is arranged at elastic component (4) towards the side of support pedestal (3), and the annular elastomeric block (10) is fixed on upper plate body (8) with
Between plate body (9).
3. architectural vibration-insulation structure according to claim 2, it is characterised in that：The annular elastomeric block (10) includes quality of rubber materials
Body (11) and some compress spring (12) along annular elastomeric block (10) outer is equally distributed.
4. architectural vibration-insulation structure according to claim 3, it is characterised in that：The elastic component (4) also includes support bar
(14) storage tank (13), is provided with the middle part of the annular elastomeric block (10), the support bar (14) is arranged in storage tank (13),
And the two ends of support bar (14) are connected to the inwall of upper plate body (8) and lower body (9) respectively.
5. architectural vibration-insulation structure according to claim 4, it is characterised in that：Branch is provided with the middle part of the support bar (14)
Support spring (15).
6. architectural vibration-insulation structure according to claim 5, it is characterised in that：The upper and lower ends of the support bar (14) are all provided with
It is equipped with the deep-slotted chip breaker (17) for being provided with and being rotated for globular part (16) on globular part (16), the upper plate body (8) and lower body (9).
7. architectural vibration-insulation structure according to claim 2, it is characterised in that：The upper plate body (8) is towards building panel (5)
Side is provided with correspondence upper plate body (8) on arc convex (7), the building panel (5) and is provided with arc-shaped concave (6).
8. architectural vibration-insulation structure according to claim 7, it is characterised in that：The building panel (5) is towards elastic component (4)
Side is extended with baffle plate (18), and the baffle plate (18) has gap with foundation ditch (1) inwall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720053312.8U CN206408752U (en) | 2017-01-17 | 2017-01-17 | A kind of architectural vibration-insulation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720053312.8U CN206408752U (en) | 2017-01-17 | 2017-01-17 | A kind of architectural vibration-insulation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206408752U true CN206408752U (en) | 2017-08-15 |
Family
ID=59556183
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720053312.8U Expired - Fee Related CN206408752U (en) | 2017-01-17 | 2017-01-17 | A kind of architectural vibration-insulation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206408752U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915114A (en) * | 2018-07-19 | 2018-11-30 | 河北地质大学 | A kind of anti-buckling steel of pulling type-damper support |
-
2017
- 2017-01-17 CN CN201720053312.8U patent/CN206408752U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915114A (en) * | 2018-07-19 | 2018-11-30 | 河北地质大学 | A kind of anti-buckling steel of pulling type-damper support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170815 Termination date: 20180117 |