CN109162362A - Elastic tensile rubber shock insulation support - Google Patents
Elastic tensile rubber shock insulation support Download PDFInfo
- Publication number
- CN109162362A CN109162362A CN201811248921.4A CN201811248921A CN109162362A CN 109162362 A CN109162362 A CN 109162362A CN 201811248921 A CN201811248921 A CN 201811248921A CN 109162362 A CN109162362 A CN 109162362A
- Authority
- CN
- China
- Prior art keywords
- layer
- sealing plate
- rubber layer
- rubber
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 230000035939 shock Effects 0.000 title claims abstract description 19
- 238000009413 insulation Methods 0.000 title abstract description 8
- 238000007789 sealing Methods 0.000 claims abstract description 77
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 230000001681 protective effect Effects 0.000 claims abstract description 6
- 239000000853 adhesive Substances 0.000 claims description 43
- 230000001070 adhesive effect Effects 0.000 claims description 43
- 238000002955 isolation Methods 0.000 claims description 15
- 239000003292 glue Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 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 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
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
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
-
- 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)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention particularly relates to an elastic tensile rubber shock insulation support which comprises a shock insulation body, an upper connecting plate, a lower connecting plate, an upper sealing plate and a lower sealing plate, wherein a first sealing plate fixing hole is formed in the upper connecting plate; the shock insulation body comprises a stepped core body, a first rubber layer, a second rubber layer, a steel plate layer and protective rubber, and the shock insulation body is fixedly arranged between the upper sealing plate and the lower sealing plate. The device has simple structure and convenient production and installation, and greatly improves the elastic tensile capacity of the shock insulation support.
Description
Technical field
The invention belongs to building field, specially a kind of elastic tension rubber earthquake isolation support.
Technical background
Architectural vibration-insulation support is the important feature part in current construction, and rationally adding shock isolating pedestal can be effectively reduced
Damage of the earthquake to building greatly reduces to people's person, property loss, is effective measures of Seismic Resistance And Disaster Reduction and advanced in recent years
Technological means.
Though the rubber shock isolating pedestal of the prior art can reduce the influence of earthquake disaster to a certain extent, however existing
The vertical rigidity of technology rubber earthquake isolation support is much smaller relative to compression stiffness, and under normal circumstances, rubber earthquake isolation support is unsuitable
Trip tensile stress, in the case where inevitable tension.Its tensile stress should not exceed 1.2MPa, and for linear deformation system
In, in high-rise, Super High or Longspan Bridge system, be that comparison is difficult accomplishes the specified value.
In existing design, by being bonded as one, rubber layer and steel plate layer are smooth plate face for rubber layer, steel plate layer,
The bond quality of laminated rubber and stiffened steel plates is poor, this causes the tensile capacity of rubber earthquake isolation support weak.
207227944 U of China Patent Publication No. CN discloses a kind of elastic tensile laminate rubber shock-insulation bracket, should be every
Shake support devises rubber compression spring assembly on the basis of existing technology, the both ends of rubber compression spring assembly respectively with institute
Concave spherical surface bolt hole is stated to be connected.Compared with the prior art, the tensile capacity of rubber earthquake isolation support can be improved, however be somebody's turn to do, rubber
Structure is complicated for compression spring assembly itself, and more difficulty is implemented in design and manufacture in actual application, therefore, develops a kind of knot
Structure is simple, at the same have again the rubber earthquake isolation support of certain elastic tensile capacity very it is necessary to.
Summary of the invention
In view of the above problems, the present invention provides a kind of elastic tension rubber earthquake isolation support, structure is simple, manufacturing side
Just, while again there is preferable elastic tensile property.
To achieve the goals above, the invention provides the following technical scheme:
A kind of elasticity tension rubber earthquake isolation support, including shock isolator, upper junction plate, lower connecting plate, upper sealing plate, lower sealing plate,
The shock isolator is fixed between upper sealing plate and lower sealing plate；It is provided with the first fixation hole of sealing plate on the upper junction plate, builds
The first fixed mounting hole of building body is provided with upper sealing plate adhesive trough, upper sealing plate bolt hole on the upper sealing plate, the upper junction plate
The first fixation hole of sealing plate is connected as one by bolt and the upper sealing plate bolt hole on upper sealing plate；It is provided on the lower connecting plate
The second fixation hole of sealing plate, the second fixed mounting hole of building body, the lower sealing plate are provided with lower sealing plate adhesive trough, lower sealing plate bolt
Second fixation hole of sealing plate in hole, the lower connecting plate is connected as one by the lower sealing plate bolt hole of bolt and lower sealing plate；It is described
Shock isolator includes staged core, the first rubber layer, the second rubber layer, steel plate layer, protective glue, and the first rubber layer setting exists
Top layer, second rubber layer and steel plate layer are disposed alternately at the lower section of the first rubber layer, and the staged core is mounted on
First rubber layer, the second rubber layer, steel plate layer center at, the protective glue be wrapped in the first rubber layer, the second rubber layer, with
And on the periphery of steel plate layer.
Preferably, the staged core is provided with the first axle journal, the second axle journal, and the first journal diameter is less than the second axle journal
Diameter, first axle journal, the second axle journal are arranged alternately；First rubber layer is provided with the first cohesive body, core first is pacified
Hole is filled, second rubber layer is provided with the second cohesive body, rubber layer adhesive trough (), the second mounting hole of core, the steel plate layer
It is provided with third cohesive body, steel plate layer adhesive trough, core third mounting hole；First axle journal outer diameter of the staged core, with
The first mounting hole of core internal diameter, core the second mounting hole internal diameter of the second rubber layer of first rubber layer are all the same；The ladder
The outer diameter of second axle journal of formula core is identical as the internal diameter of core third mounting hole of steel plate layer.
Preferably, the two sides up and down of the first rubber layer are arranged in the first cohesive body of first rubber layer；Described first
The first cohesive body of two sides is disposed as 8 above and below rubber layer, and equidistant arranged symmetrically each other；In first rubber layer
First cohesive body of side and the upper sealing plate adhesive trough of upper sealing plate are bonded as one, the first cohesive body on the downside of first rubber layer
It is bonded as one with the steel plate layer adhesive trough in steel plate layer.
Preferably, the second cohesive body of second rubber layer and the steel plate layer adhesive trough of steel plate layer are bonded as one, institute
The rubber layer adhesive trough () for stating the second rubber layer and the third cohesive body of steel plate layer are bonded as one, positioned at the second of bottom
Second cohesive body of rubber layer and the lower sealing plate adhesive trough of lower sealing plate are bonded as one.
Preferably, the first cohesive body of first rubber layer, the second cohesive body of the second rubber layer, steel plate layer third
Cohesive body structure size is identical；The rubber layer adhesive trough () of second rubber layer, the steel plate layer of steel plate layer bond
Slot, upper sealing plate adhesive trough, lower sealing plate adhesive trough structure size are identical.
The beneficial effects of the present invention are:
In apparatus of the present invention, by setting cohesive body, adhesive trough and staged core, shock isolating pedestal is greatly promoted
Elastic tensile capacity；The present invention is the design improved after test on the basis of existing technology, and structure is simple, installation side
Just.
Detailed description of the invention
Fig. 1: overall structure cross-sectional view of the invention；
Fig. 2: the structure sectional view of shock isolator, lower sealing plate, lower connecting plate of the invention；
Fig. 3: overall structure explosive decomposition cross-sectional view of the invention；
Fig. 4: staged core schematic diagram of the invention；
Fig. 5: steel plate layer structure top view of the invention；
Fig. 6: steel plate layer structural side view of the invention.
Specific embodiment
In conjunction with attached drawing 1-6, a specific embodiment of the invention is explained as follows:
As shown in Figs 1-4, a kind of elastic tension rubber earthquake isolation support, including shock isolator 1, upper junction plate 2, lower connecting plate 3,
Upper sealing plate 4, lower sealing plate 5, wherein shock isolator 1 is fixed between upper sealing plate 4 and lower sealing plate 5.
Wherein, shock isolator 1 includes staged core 11, the first rubber layer 12, the second rubber layer 13, steel plate layer 14, protection
Glue 15, the setting of the first rubber layer 12 are disposed alternately at the first rubber with steel plate layer 14 in top layer, second rubber layer 13
The lower section of glue-line 12, the staged core 11 are mounted on the center of the first rubber layer 12, the second rubber layer 13, steel plate layer 14
Place, the protective glue 15 are wrapped on the periphery of the first rubber layer 12, the second rubber layer 13 and steel plate layer 14.
Wherein, the first fixation hole of sealing plate 21, the first fixed mounting hole of building body 22, upper sealing plate 4 are provided on upper junction plate 2
On be provided with upper sealing plate adhesive trough 41, upper sealing plate bolt hole 42, the first fixation hole of sealing plate 21 of upper junction plate 2 by bolt with it is upper
Upper sealing plate bolt hole 42 on sealing plate 4 is connected as one；The second fixation hole of sealing plate 31, building body is provided on lower connecting plate 3
Two fixed mounting holes 32, lower sealing plate 5 are provided with lower sealing plate adhesive trough 51, lower sealing plate bolt hole 52, the sealing plate second of lower connecting plate 3
Fixation hole 31 is connected as one by the lower sealing plate bolt hole 52 of bolt and lower sealing plate 5.
Wherein, staged core 11 is provided with the first axle journal 111, the second axle journal 112, and 111 diameter of the first axle journal is less than
Two axle journals, 112 diameter, wherein the first axle journal 111, the second axle journal 112 are arranged alternately.First rubber layer 12 is provided with the first bonding
Body 121, the first mounting hole of core 122, the second rubber layer 13 are provided with the second cohesive body 131, rubber layer adhesive trough (132), core
The second mounting hole of body 133, steel plate layer 14 are provided with third cohesive body 141, steel plate layer adhesive trough 142, core third mounting hole
143；111 outer diameter of the first axle journal of staged core 11, with 122 internal diameter of the first mounting hole of core of the first rubber layer 12, second
Core 133 internal diameters of the second mounting hole of rubber layer 13 are all the same；The outer diameter of second axle journal 112 of staged core 11, with steel plate
The internal diameter of the core third mounting hole 143 of layer 14 is identical.
Wherein, the two sides up and down of the first rubber layer 12 are arranged in the first cohesive body 121 of the first rubber layer 12；First rubber
First cohesive body 121 of about 12 two sides of layer is disposed as 8, and equidistant arranged symmetrically each other；In first rubber layer 12
The upper sealing plate adhesive trough 41 of the first cohesive body 121 and upper sealing plate 4 of side is bonded as one, and the first of 12 downside of the first rubber layer is viscous
Knot body 121 is bonded as one with the steel plate layer adhesive trough 142 in steel plate layer 14.
Wherein, the second cohesive body 131 of the second rubber layer 13 and the steel plate layer adhesive trough 142 of steel plate layer 14 are bonded as one
Body, the rubber layer adhesive trough (132) of the second rubber layer 13 and the third cohesive body 141 of steel plate layer 14 are bonded as one, and are located at most
Second cohesive body 131 of the second rubber layer 13 of lower section is bonded as one with the lower sealing plate adhesive trough 51 of lower sealing plate 5.First rubber
First cohesive body 121 of layer 12, the second cohesive body 131 of the second rubber layer 13, steel plate layer 14 141 structure ruler of third cohesive body
It is very little identical；Steel plate layer adhesive trough 142, the upper sealing plate of the rubber layer adhesive trough (132) of second rubber layer 13, steel plate layer 14
Adhesive trough 41, lower 51 structure size of sealing plate adhesive trough are identical.
As seen in figs. 5-6, now with the third cohesive body 141 of the setting of steel plate layer 14, steel plate layer adhesive trough 142 to steel plate layer 14
Structure be illustrated:
The third cohesive body 141 of steel plate layer 14 is conical boss structure, and 141 cross section of third cohesive body is the ladder of protrusion
Shape forms one N1 of segmental arc, two N2 of segmental arc, three N3 of segmental arc, four N4 of segmental arc, one N1 of segmental arc, two N2 of segmental arc, three N3 of segmental arc, segmental arc four
N4 radius size is equal and is 16mm, and raised trapezoidal height dimension H1 is 16mm；The steel plate layer adhesive trough 142 of steel plate layer 14 is horizontal
Section is the trapezoidal of recess, forms five N1 of segmental arc, six N2 of segmental arc, seven N3 of segmental arc, eight N4 of segmental arc, five N1 of segmental arc, six N2 of segmental arc, arc
Seven N3 of section, eight N4 radius size of segmental arc are equal and are 16mm；141 central axis of third cohesive body and steel plate layer of steel plate layer 14 are viscous
It is conllinear to tie 142 central axis of slot；Third cohesive body 141, the steel plate layer adhesive trough 142 of steel plate layer 14 are respectively arranged with 8, third
Cohesive body 141,142 center of steel plate layer adhesive trough are located at using 14 center of steel plate layer as the center of circle, and radius is third on the circle of 240mm
Cohesive body 141, steel plate layer adhesive trough 142 are evenly arranged in using 14 center of steel plate layer as the center of circle, and radius is on the circle of 240mm.
Invention is exemplarily described in above-mentioned combination attached drawing, it is clear that the present invention implements not by aforesaid way
Limitation, as long as using this insubstantial improvement that the inventive concept and technical scheme of the present invention carry out, or not improved by hair
Bright conception and technical scheme directly apply to other occasions, within the scope of the present invention.
Claims (5)
1. a kind of elasticity tension rubber earthquake isolation support, including shock isolator (1), upper junction plate (2), lower connecting plate (3), upper sealing plate
(4), lower sealing plate (5), which is characterized in that the shock isolator (1) is fixed between upper sealing plate (4) and lower sealing plate (5)；It is described
The first fixation hole of sealing plate (21), the first fixed mounting hole of building body (22), the upper sealing plate (4) are provided on upper junction plate (2)
On be provided with upper sealing plate adhesive trough (41), upper sealing plate bolt hole (42), the first fixation hole of sealing plate (21) of the upper junction plate (2)
It is connected as one by bolt and the upper sealing plate bolt hole (42) on upper sealing plate (4)；Sealing plate is provided on the lower connecting plate (3)
Second fixation hole (31), the second fixed mounting hole of building body (32), the lower sealing plate (5) be provided with lower sealing plate adhesive trough (51),
Lower sealing plate bolt hole (52), the second fixation hole of sealing plate (31) of the lower connecting plate (3) pass through the lower envelope of bolt and lower sealing plate (5)
Crab bolt hole (52) is connected as one；The shock isolator (1) includes staged core (11), the first rubber layer (12), the second rubber
Glue-line (13), steel plate layer (14), protective glue (15), first rubber layer (12) are arranged in top layer, second rubber layer
(13) lower section of the first rubber layer (12) is disposed alternately at steel plate layer (14), the staged core (11) is mounted on the first rubber
Glue-line (12), the second rubber layer (13), steel plate layer (14) center at, the protective glue (15) is wrapped in the first rubber layer
(12), on the periphery of the second rubber layer (13) and steel plate layer (14).
2. a kind of elastic tension rubber earthquake isolation support according to claim 1, which is characterized in that the staged core
(11) be provided with the first axle journal (111), the second axle journal (112), the first axle journal (111) diameter less than the second axle journal (112) diameter,
First axle journal (111), the second axle journal (112) are arranged alternately；First rubber layer (12) is provided with the first cohesive body
(121), the first mounting hole of core (122), second rubber layer (13) are provided with the second cohesive body (131), rubber layer bonding
Slot (132), the second mounting hole of core (133), the steel plate layer (14) are provided with third cohesive body (141), steel plate layer adhesive trough
(142), core third mounting hole (143)；The first axle journal (111) outer diameter of the staged core (11), with the first rubber layer
(12) the second mounting hole of core (133) internal diameter of the first mounting hole of core (122) internal diameter, the second rubber layer (13) is all the same；
The outer diameter of the second axle journal (112) of the staged core (11), it is interior with the core third mounting hole (143) of steel plate layer (14)
Diameter is identical.
3. a kind of elastic tension rubber earthquake isolation support according to claim 2, which is characterized in that first rubber layer
(12) the first cohesive body (121) is arranged in the two sides up and down of the first rubber layer (12)；First rubber layer (12) up and down two
The first cohesive body (121) of side is disposed as 8, and equidistant arranged symmetrically each other；On the upside of first rubber layer (12)
The first cohesive body (121) and the upper sealing plate adhesive trough (41) of upper sealing plate (4) be bonded as one, under first rubber layer (12)
The first cohesive body (121) of side is bonded as one with the steel plate layer adhesive trough (142) on steel plate layer (14).
4. a kind of elastic tension rubber earthquake isolation support according to claim 2, which is characterized in that second rubber layer
(13) the second cohesive body (131) and the steel plate layer adhesive trough (142) of steel plate layer (14) are bonded as one, second rubber layer
(13) rubber layer adhesive trough (132) and the third cohesive body (141) of steel plate layer (14) are bonded as one, positioned at the of bottom
The second cohesive body (131) of two rubber layers (13) and the lower sealing plate adhesive trough (51) of lower sealing plate (5) are bonded as one.
5. a kind of elastic tension rubber earthquake isolation support according to claim 2, which is characterized in that first rubber layer
(12) the third cohesive body of the second cohesive body (131) of the first cohesive body (121), the second rubber layer (13), steel plate layer (14)
(141) structure size is identical；The steel of the rubber layer adhesive trough (132) of second rubber layer (13), steel plate layer (14)
Plate layer adhesive trough (142), upper sealing plate adhesive trough (41), lower sealing plate adhesive trough (51) structure size are identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811248921.4A CN109162362A (en) | 2018-10-25 | 2018-10-25 | Elastic tensile rubber shock insulation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811248921.4A CN109162362A (en) | 2018-10-25 | 2018-10-25 | Elastic tensile rubber shock insulation support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109162362A true CN109162362A (en) | 2019-01-08 |
Family
ID=64875295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811248921.4A Pending CN109162362A (en) | 2018-10-25 | 2018-10-25 | Elastic tensile rubber shock insulation support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109162362A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972503A (en) * | 2019-05-17 | 2019-07-05 | 柳州东方工程橡胶制品有限公司 | A kind of energy-saving facile type shock isolating pedestal |
| CN111155423A (en) * | 2020-01-19 | 2020-05-15 | 灏昕汽车零部件制造无锡有限公司 | Rubber support damping device convenient to install |
| CN111945553A (en) * | 2020-07-15 | 2020-11-17 | 黄山市尚义橡塑制品有限公司 | Modified high-damping composite material rubber support |
| CN112145619A (en) * | 2020-09-18 | 2020-12-29 | 杭州公路工程监理咨询有限公司 | Bridge lead core shock insulation rubber support |
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| JPH07280031A (en) * | 1994-04-04 | 1995-10-27 | Nitta Ind Corp | Laminated rubber for vibration proof device and its manufacture |
| JP2000015740A (en) * | 1998-07-06 | 2000-01-18 | Bando Chem Ind Ltd | Rubber steel panel laminate for damping vibration, and manufacture thereof |
| JP2005188546A (en) * | 2003-12-24 | 2005-07-14 | Bridgestone Corp | Base isolation structure |
| JP2009228855A (en) * | 2008-03-25 | 2009-10-08 | Toyo Tire & Rubber Co Ltd | Laminated layer rubber for seismic isolation |
| CN203654464U (en) * | 2013-12-26 | 2014-06-18 | 自贡市三有橡塑工业有限公司 | Anti-aging vibration isolation rubber support |
| CN204876157U (en) * | 2015-08-22 | 2015-12-16 | 西安达盛隔震技术有限公司 | Elastic slip isolation bearing |
| CN205577146U (en) * | 2016-04-26 | 2016-09-14 | 广东宇泰减震科技有限公司 | Integrated -type shock -reducing rubber support |
| CN206928182U (en) * | 2017-06-20 | 2018-01-26 | 浙江秦山橡胶工程股份有限公司 | A kind of rubber support of damping shock-absorbing |
| CN207177413U (en) * | 2017-09-19 | 2018-04-03 | 北京城建长城建筑装饰工程有限公司 | A kind of shock isolating pedestal |
| CN207227944U (en) * | 2017-09-30 | 2018-04-13 | 成都市宏途路桥机械有限公司 | A kind of elasticity tensile laminate rubber shock-insulation bracket |
| CN108004914A (en) * | 2017-12-01 | 2018-05-08 | 西南交通大学 | A kind of high-speed rail bridge bearing subtracts shock isolation system |
| CN108343158A (en) * | 2018-04-21 | 2018-07-31 | 中国地震局工程力学研究所 | A kind of multistage energy consumption shock resistance shock isolating pedestal |
| CN209040302U (en) * | 2018-10-25 | 2019-06-28 | 安徽建筑大学 | Elastic tensile rubber shock insulation support |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07280031A (en) * | 1994-04-04 | 1995-10-27 | Nitta Ind Corp | Laminated rubber for vibration proof device and its manufacture |
| JP2000015740A (en) * | 1998-07-06 | 2000-01-18 | Bando Chem Ind Ltd | Rubber steel panel laminate for damping vibration, and manufacture thereof |
| JP2005188546A (en) * | 2003-12-24 | 2005-07-14 | Bridgestone Corp | Base isolation structure |
| JP2009228855A (en) * | 2008-03-25 | 2009-10-08 | Toyo Tire & Rubber Co Ltd | Laminated layer rubber for seismic isolation |
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| CN108343158A (en) * | 2018-04-21 | 2018-07-31 | 中国地震局工程力学研究所 | A kind of multistage energy consumption shock resistance shock isolating pedestal |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972503A (en) * | 2019-05-17 | 2019-07-05 | 柳州东方工程橡胶制品有限公司 | A kind of energy-saving facile type shock isolating pedestal |
| CN109972503B (en) * | 2019-05-17 | 2024-04-09 | 柳州东方工程橡胶制品有限公司 | Energy-saving convenient shock insulation support |
| CN111155423A (en) * | 2020-01-19 | 2020-05-15 | 灏昕汽车零部件制造无锡有限公司 | Rubber support damping device convenient to install |
| CN111155423B (en) * | 2020-01-19 | 2024-10-11 | 灏昕汽车零部件制造无锡有限公司 | Rubber support damping device convenient to install |
| CN111945553A (en) * | 2020-07-15 | 2020-11-17 | 黄山市尚义橡塑制品有限公司 | Modified high-damping composite material rubber support |
| CN112145619A (en) * | 2020-09-18 | 2020-12-29 | 杭州公路工程监理咨询有限公司 | Bridge lead core shock insulation rubber support |
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