CN112554362A - Vertical detachable rubber support for building - Google Patents
Vertical detachable rubber support for building Download PDFInfo
- Publication number
- CN112554362A CN112554362A CN202011558160.XA CN202011558160A CN112554362A CN 112554362 A CN112554362 A CN 112554362A CN 202011558160 A CN202011558160 A CN 202011558160A CN 112554362 A CN112554362 A CN 112554362A
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- Prior art keywords
- plate
- support
- rubber
- upper support
- support plate
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- 229920001971 elastomer Polymers 0.000 title claims abstract description 82
- 238000013016 damping Methods 0.000 claims abstract description 25
- 239000000463 material Substances 0.000 claims abstract description 12
- 238000010276 construction Methods 0.000 claims description 12
- 229910001018 Cast iron Inorganic materials 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 230000035939 shock Effects 0.000 abstract description 8
- 238000009413 insulation Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 3
- 239000011229 interlayer Substances 0.000 abstract 1
- 239000010410 layer Substances 0.000 abstract 1
- 239000003351 stiffener Substances 0.000 description 6
- 230000005540 biological transmission Effects 0.000 description 5
- 238000003475 lamination Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 241000282414 Homo sapiens Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a vertical detachable rubber support for a building, which is arranged at the bottom of the building or an interlayer shock insulation layer and can reduce the seismic effect of the building. The vertical detachable rubber support for the building comprises laminated rubber, a support upper buried plate, a lower support plate, an upper support plate boot cap and a limiting baffle plate, wherein the upper support plate boot cap comprises an upper support plate, an inner side stiffening plate, an upper support plate boot cap ring plate and a top plate; the lower part of the upper support plate is connected with the top of the laminated rubber, and the upper part of the upper support plate is vertically connected with the inner side stiffening plate; the upper support plate, the upper support plate boot cap ring plate and the top plate are sequentially connected according to the position relation of the lower bottom surface, the cylindrical surface and the upper bottom surface of the cylinder; the limiting baffle plate comprises an outer limiting ring plate and an outer stiffening plate; the outer side limiting ring plate is connected with the upper embedded plate of the support and arranged on the outer ring of the upper support plate boot cap ring plate, and a damping material is filled between the outer side limiting ring plate and the upper embedded plate of the support; the lower support plate is connected with the bottom of the laminated rubber.
Description
Technical Field
The invention relates to the field of buildings, in particular to a rubber support for buildings, which can be separated vertically.
Background
With the rapid development of rail transit including high-speed rail and subways and the continuous encryption of urban rail transit networks, more and more construction projects cannot avoid adjacent or crossing rail transit. According to the statistical data of subway vibration of Beijing, Shanghai and Guangzhou, the ground vibration induced by the subway is mainly vertical vibration. For buildings adjacent to rail transit, when vertical vibration exceeds the national regulation limit, necessary vibration reduction measures are required, particularly for buildings with high vibration requirements such as theaters, music halls, museums, sophisticated laboratories and the like, and environmental vibration and noise control become problems which must be solved in the design of building structures.
Earthquake is a natural phenomenon which cannot be avoided by human beings. Under the action of earthquake, the building can be greatly horizontally deformed and even collapsed. The shock insulation technology achieves the shock absorption purpose by prolonging the self-vibration period of the structure, and after the shock insulation technology is adopted, the shock resistance of the building is obviously improved, so that the shock insulation system is suitable for various buildings such as disaster prevention and relief buildings, school buildings, important infrastructure buildings, houses, offices and the like in high-intensity earthquake areas. The seismic isolation technology is one of the most effective means for relieving earthquake disasters, and the building does not collapse in the earthquake.
Because the vertical rigidity of the common rubber support is higher, the common rubber support cannot be directly used as a vertical vibration reduction support. The rubber support is required to bear vertical pressure under accidental working conditions such as a large earthquake, so that the vertical collapse of the structure is avoided; meanwhile, the rubber support is required to effectively realize the purpose of shock insulation under the action of an earthquake. Therefore, a seismic isolation support which does not bear vertical force in a normal use state and can bear vertical pressure under an accidental working condition is needed.
Disclosure of Invention
In view of the above, a primary object of the present invention is to provide a rubber mount for construction, which is vertically disengageable, and which is provided in a building structure, and which can reduce horizontal vibration amplitude from the building.
In order to achieve the purpose, the invention provides the following technical scheme:
a vertical detachable rubber support for buildings has laminated rubber, a support upper buried plate and a support lower buried plate, and further comprises an upper support plate boot cap and a limiting baffle plate, wherein: the upper support plate boot comprises an upper support plate, an inner side stiffening plate, an upper support plate boot ring plate and a top plate; the lower part of the upper support plate is connected with the top of the laminated rubber, and the upper part of the upper support plate is vertically connected with the inner side stiffening plate; the upper support plate, the upper support plate boot cap ring plate and the top plate are sequentially connected according to the position relation of the lower bottom surface, the cylindrical surface and the upper bottom surface of the cylinder; the limiting baffle plate comprises an outer limiting ring plate and an outer stiffening plate; the outer side limiting ring plate is connected with the upper embedded plate of the support and arranged on the outer ring of the upper support plate boot cap ring plate, and a damping material is filled between the outer side limiting ring plate and the upper embedded plate of the support; the outer stiffening plate is connected to the outer side of the outer limiting ring plate and is vertically connected to the embedded plate on the support; the lower support plate is connected with the bottom of the laminated rubber.
Optionally, the height of the outboard retainer ring plate is greater than the height of the upper shoe plate boot ring plate, such that there is a gap between the countertop and the upper plate on the pedestal.
Optionally, the upper support buried plate has a hole for bolting the upper support buried plate to the upper building.
Optionally, the inner stiffener plate is a plurality of stiffener plates distributed along the circumferential direction of the inner side of the upper support plate boot ring plate.
Optionally, the outer stiffening plates are multiple and distributed along the circumferential direction of the outer side of the outer limiting ring plate.
Optionally, a damping material pad is arranged between the upper support plate boot top plate and the support upper buried plate.
Optionally, the rubber lamination device further comprises a lower support plate connected to the bottom of the laminated rubber; the lower bearing plate has holes for bolting the lower bearing plate to the lower building.
Optionally, the material of the support upper buried plate and the support lower buried plate is steel or cast iron.
Optionally, the material of the upper bracket plate, the inner stiffener plate, the upper bracket plate boot ring plate, the top plate, the outer limit ring plate, and the outer stiffener plate is steel or cast iron.
Optionally, the upper support plate is welded with the inner stiffening plate; the upper support plate, the upper support plate boot cap ring plate and the top plate are welded in sequence.
Optionally, the outer limiting ring plate is welded with the upper embedded plate of the support; the outer stiffening plate is welded with the outer limiting ring plate and the embedded plate on the support.
According to the technical scheme of the invention, the upper support plate boot cap is arranged above the rubber lamination in the rubber support, and the damping material is arranged between the upper support plate boot cap and the limiting baffle plate, so that the horizontal force of the upper structure and the lower structure of the building can be transmitted, and the vibration transmission between the upper structure and the lower structure of the building is reduced. The upper support plate boot cap has a height which can form resisting moment at the upper end and the lower end of the left side and the right side of the upper support plate boot cap when the rubber lamination generates large horizontal deformation, and the rubber support is prevented from bearing excessive tensile force outside. Vibration damping material is arranged between the top plate of the upper support plate boot cap and the upper buried plate of the support, when the vertical downward deformation of the support exceeds the gap, the vibration damping material is stressed at first to buffer the vertical force, and the impact effect generated by the instantaneous vertical pressure under the earthquake is reduced.
Drawings
For purposes of illustration and not limitation, the present invention will now be described in accordance with its preferred embodiments, particularly with reference to the accompanying drawings, in which:
fig. 1 is a schematic view of a state in which a rubber mount according to an embodiment of the present invention is installed in a building structure;
FIG. 2 is a schematic view of a portion of a rubber mount according to an embodiment of the present invention in a vertical load-bearing state (e.g., an accidental condition such as an earthquake);
FIG. 3 is a schematic view of a portion of a rubber mount according to an embodiment of the present invention in a normal use condition;
FIG. 4 is an assembly schematic of a rubber mount according to an embodiment of the present invention into a building structure;
FIG. 5 is a schematic plan view of an upper bracket plate boot and outboard limit stops according to an embodiment of the present invention;
fig. 6 is a schematic view of a state in which a rubber mount according to an embodiment of the present invention is horizontally forced.
Detailed Description
The structure and effect of the rubber mount for construction (hereinafter simply referred to as "rubber mount") according to the embodiment of the present invention will be described below with reference to the accompanying drawings.
Fig. 1 is a schematic view of a state in which a rubber mount according to an embodiment of the present invention is installed in a building structure, fig. 2 is a partial schematic view of the rubber mount according to the embodiment of the present invention in a vertically loaded state, and fig. 3 is a partial schematic view of the rubber mount according to the embodiment of the present invention in a normal use state. The above-mentioned detail is indicated by the circle a in fig. 1, where the states of fig. 1 and 2 are different, and fig. 2 shows the compression deformation. Fig. 4 is an assembly schematic of a rubber mount according to an embodiment of the present invention into a building structure.
As shown in fig. 1 to 4, a rubber mount is provided between an upper structure and a lower structure of a building, and an upper buried plate of the mount is connected to the upper structure by bolts. The outer limit ring plate is a cylindrical surface, the axial direction of the outer limit ring plate is vertical to the embedded plate on the support, and the outer limit ring plate and the embedded plate are mutually welded. The inner space of the outer side limit ring plate is provided with an upper support plate boot cap, a damping material such as a damping rubber ring is filled between the upper support plate boot cap and the outer side limit ring plate, and the damping rubber ring can be fixed on the outer surface of the upper support plate boot cap ring plate or the inner surface of the outer side limit ring plate. And a damping material such as a damping rubber pad is arranged between the upper support plate boot top plate and the upper support buried plate, and the damping rubber pad is fixed on the upper surface of the upper support plate boot top plate.
The shape of the upper support plate boot cap is similar to that of a flat round box, and the upper support plate boot cap ring plate, the top plate and the vibration damping rubber pad are sequentially arranged from bottom to top and respectively correspond to the lower bottom surface, the side surface and the upper bottom surface of the flat round box. Namely, the shoe cap ring plate of the upper support plate is a cylindrical surface and is in a position relation with the outer limiting ring plate by an inner ring and an outer ring. The upper support plate boot cap ring plate, the vibration reduction rubber ring and the outer side limiting ring plate are sequentially arranged from inside to outside, and it can be seen that the support plate boot cap ring plate and the outer side limiting ring plate are not fixedly connected, namely, the support plate boot cap ring plate and the outer side limiting ring plate can be vertically separated.
The ring plate of the shoe cap of the support plate and the ring plate of the outer limit ring have ribs for reinforcement, as shown in fig. 5, fig. 5 is a schematic plan view of the shoe cap of the upper support plate and the outer limit baffle according to the embodiment of the present invention, in which a plurality of inner stiffener plates and outer stiffener plates are shown as ribs and are circumferentially distributed.
The upper support plate is bolted or otherwise attached to the laminated rubber without the top plate contacting the upper counter plate of the support in normal use and assembly, i.e. with a clearance (as shown in figure 4) therebetween. That is, under normal use conditions, the rubber mount is not subjected to vertical forces that are borne by other mounts, such as spring isolators. When the vertical deformation of superstructure surpassed the reservation clearance, reached vertical load-bearing state, the damping rubber pad contact at this moment support upper shroud and upper bracket board boots top, along with the damping rubber pad constantly compresses, superstructure's vertical pressure down transmits the rubber support on, reaches the purpose that vertical spacing and pressurized were born under extreme condition.
The force applied to the rubber mount will be described with reference to fig. 6, and fig. 6 is a schematic view of a state in which the rubber mount is applied with a horizontal force according to the embodiment of the present invention. As explained above, the outer side of the boot cap of the upper support plate and the inner side of the limit baffle are damping rubber rings. The damping rubber ring may be secured to the ring upper outer surface of the upper seat plate boot cap. When there are horizontal and vertical vibrations of the substructure, the vibrations are transmitted through the following paths: lower structure → rubber support → damping rubber ring → limit baffle → buried plate on support → superstructure, because of the existence of damping rubber ring, the horizontal and vertical vibration amplitude that is transmitted from the lower structure to the superstructure is reduced.
When the superstructure is subjected to horizontal loads (wind loads, seismic action, etc.), the horizontal load transmission path of the superstructure is: the upper structure → the embedded plate on the support → the limit baffle → the damping rubber ring → the rubber support → the lower structure, and the reliable transmission of the horizontal force is realized. Meanwhile, as the total horizontal rigidity of the rubber support (a natural rubber support or a lead core rubber support) is limited, the horizontal rigidity of the structure can be reduced, the horizontal earthquake action can be reduced, and horizontal shock insulation can be realized.
When the superstructure bears vertical pressure (when the earthquake action is great), the vertical pressure transmission path of the superstructure is: the upper structure → the embedded plate on the support → the vibration damping rubber pad → the upper support plate boot → the rubber support → the lower structure, and the reliable transmission of the vertical pressure is realized.
Because the upper support plate boot cap can have a certain height, a larger contact area and a larger height can be arranged between the upper support plate boot cap and the vibration reduction rubber ring and between the vibration reduction rubber ring and the limit baffle plate so as to transmit horizontal force. When the rubber support bears horizontal load to generate secondary bending moment, resisting moment is formed at the upper end and the lower end of the left side and the right side of the upper support plate boot cap, as shown in fig. 6, when the rubber lamination generates large horizontal deformation, the two compression areas form resisting moment, and the rubber support is beneficial to preventing the outer side of the rubber support part of the rubber support from bearing excessive tensile force.
The above-described embodiments should not be construed as limiting the scope of the invention. Those skilled in the art will appreciate that various modifications, combinations, sub-combinations, and substitutions can occur, depending on design requirements and other factors. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a vertical detachable rubber support for building, buries board and support under and buries the board on having stromatolite rubber, support, its characterized in that, rubber support still includes upper bracket board boots cap, damping rubber ring, spacing plate washer and damping rubber pad, wherein:
the upper support plate boot comprises an upper support plate, an inner side stiffening plate, an upper support plate boot ring plate and a top plate;
the lower part of the upper support plate is connected with the top of the laminated rubber, and the upper part of the upper support plate is vertically connected with the inner side stiffening plate;
the upper support plate, the upper support plate boot cap ring plate and the top plate are sequentially connected according to the position relation of the lower bottom surface, the cylindrical surface and the upper bottom surface of the cylinder;
the limiting baffle plate comprises an outer limiting ring plate and an outer stiffening plate;
the outer side limiting ring plate is connected with the upper embedded plate of the support and arranged on the outer ring of the upper support plate boot cap ring plate, and a damping material is filled between the outer side limiting ring plate and the upper embedded plate of the support;
the outer stiffening plate is connected to the outer side of the outer limiting ring plate and is vertically connected to the embedded plate on the support.
2. The vertically disengageable rubber mount for construction use according to claim 1,
the height of the outer limit ring plate is greater than that of the upper support plate boot cap ring plate, so that a gap is formed between the upper buried plate and the top plate on the support.
3. The vertically disengageable rubber mount for construction use according to claim 1,
the upper embedded plate of the support is provided with a hole which is used for connecting the upper embedded plate of the support with an upper building through a bolt.
4. The vertically disengageable rubber mount for construction use according to claim 1,
the inner side stiffening plates are distributed along the circumferential direction of the inner side of the upper support plate boot cap ring plate;
and/or the like and/or,
the outer side stiffening plates are a plurality of and are distributed along the circumferential direction of the outer side limiting ring plate.
5. The vertically disengageable rubber mount for construction use according to claim 1,
a damping material pad is arranged between the upper support plate boot cap top plate and the upper buried plate of the support.
6. The vertically disengageable rubber mount for construction use according to claim 1,
the lower support plate is connected to the bottom of the laminated rubber;
the lower bearing plate has holes for bolting the lower bearing plate to the lower building.
7. The vertically disengageable rubber mount for construction use according to claim 6,
the upper embedded plate and the lower embedded plate of the support are made of steel or cast iron.
8. The vertically disengageable rubber mount for construction use according to claim 1,
the upper support plate, the inner side stiffening plate, the upper support plate boot cap ring plate, the top plate, the outer side limiting ring plate and the outer side stiffening plate are made of steel or cast iron.
9. The vertically disengageable rubber mount for construction use according to claim 1,
the upper support plate is welded with the inner side stiffening plate;
the upper support plate, the upper support plate boot cap ring plate and the top plate are welded in sequence.
10. The vertically disengageable rubber mount for construction use according to claim 1,
the outer limiting ring plate is welded with the upper embedded plate of the support;
the outer stiffening plate is welded with the outer limiting ring plate and the embedded plate on the support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011558160.XA CN112554362A (en) | 2020-12-24 | 2020-12-24 | Vertical detachable rubber support for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011558160.XA CN112554362A (en) | 2020-12-24 | 2020-12-24 | Vertical detachable rubber support for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112554362A true CN112554362A (en) | 2021-03-26 |
Family
ID=75034086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011558160.XA Pending CN112554362A (en) | 2020-12-24 | 2020-12-24 | Vertical detachable rubber support for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112554362A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775072A (en) * | 2021-09-22 | 2021-12-10 | 南京达钢新材料科技有限公司 | Buckling restrained brace structure for prefabricated building and building structure with buckling restrained brace structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201381475Y (en) * | 2009-04-15 | 2010-01-13 | 衡水市橡胶总厂有限公司 | Damping tensile ball-shaped supporting base |
| CN203499045U (en) * | 2013-08-01 | 2014-03-26 | 广州大学 | Novel multifunctional energy consumption device |
| CN104131617A (en) * | 2014-07-23 | 2014-11-05 | 北京九州一轨隔振技术有限公司 | Anti-seismic and shock-absorption support of building |
| CN207672413U (en) * | 2017-11-07 | 2018-07-31 | 刘红涛 | A kind of road bridge construction girder support device |
| CN208293777U (en) * | 2018-06-07 | 2018-12-28 | 北京市建筑设计研究院有限公司 | A kind of anti-tension shock isolating pedestal device |
| CN214784937U (en) * | 2020-12-24 | 2021-11-19 | 北京市建筑设计研究院有限公司 | Vertical detachable rubber support for building |
-
2020
- 2020-12-24 CN CN202011558160.XA patent/CN112554362A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201381475Y (en) * | 2009-04-15 | 2010-01-13 | 衡水市橡胶总厂有限公司 | Damping tensile ball-shaped supporting base |
| CN203499045U (en) * | 2013-08-01 | 2014-03-26 | 广州大学 | Novel multifunctional energy consumption device |
| CN104131617A (en) * | 2014-07-23 | 2014-11-05 | 北京九州一轨隔振技术有限公司 | Anti-seismic and shock-absorption support of building |
| CN207672413U (en) * | 2017-11-07 | 2018-07-31 | 刘红涛 | A kind of road bridge construction girder support device |
| CN208293777U (en) * | 2018-06-07 | 2018-12-28 | 北京市建筑设计研究院有限公司 | A kind of anti-tension shock isolating pedestal device |
| CN214784937U (en) * | 2020-12-24 | 2021-11-19 | 北京市建筑设计研究院有限公司 | Vertical detachable rubber support for building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113775072A (en) * | 2021-09-22 | 2021-12-10 | 南京达钢新材料科技有限公司 | Buckling restrained brace structure for prefabricated building and building structure with buckling restrained brace structure |
| CN113775072B (en) * | 2021-09-22 | 2023-02-07 | 安徽富煌建筑设计研究有限公司 | Buckling restrained brace structure for prefabricated building and building structure with buckling restrained brace structure |
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