CN107460967A - Rope pendulum-type Self-resetting anti-pulling shock isolating pedestal - Google Patents
Rope pendulum-type Self-resetting anti-pulling shock isolating pedestal Download PDFInfo
- Publication number
- CN107460967A CN107460967A CN201710849056.8A CN201710849056A CN107460967A CN 107460967 A CN107460967 A CN 107460967A CN 201710849056 A CN201710849056 A CN 201710849056A CN 107460967 A CN107460967 A CN 107460967A
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- Prior art keywords
- rope
- plate
- isolating pedestal
- shock isolating
- pendulum
- Prior art date
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- Granted
Links
- 230000035939 shock Effects 0.000 title claims abstract description 73
- 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 title claims abstract description 63
- 238000005096 rolling process Methods 0.000 claims abstract description 9
- 238000007667 floating Methods 0.000 claims abstract description 7
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 230000007423 decrease Effects 0.000 claims description 6
- 238000009413 insulation Methods 0.000 abstract description 10
- 238000002955 isolation Methods 0.000 abstract description 6
- 229920001971 elastomer Polymers 0.000 abstract description 4
- 239000005060 rubber Substances 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 208000027418 Wounds and injury Diseases 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000009958 sewing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000002341 toxic gas Substances 0.000 description 1
Classifications
-
- 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
-
- 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
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)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to one kind rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, including U-shaped bearing and bearing upper plate；U-shaped bearing is connected with bearing upper plate by floating earthquake isolating equipment.Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, shock isolating pedestal is rolled by roller along rope and the swing of rope can isolate the earthquake motion that different directions transmit, and shock insulation protection can be provided for superstructure, reduces and even avoids structure from destroying；Shock isolating pedestal isolates earthquake by roller along rope rolling and the swing of rope, is substantially reduced due to rolling more traditional rubber compared with swinging or the slip support abutment resistance of start, isolation efficiency greatly improves；Shock isolating pedestal is rolled by roller along rope and rope swing isolates earthquake, no matter along the rolling of rope and freely swinging for rope, the final initial position that can all return to bearing of holder top point, has good runback bit function.
Description
Technical field
Subtract shock insulation the present invention relates to a kind of building earthquake isolating equipment or valuable historical relic, be to be related to one kind specifically
Rope pendulum-type Self-resetting anti-pulling shock isolating pedestal.
Background technology
Earthquake causes greatly injury and loss to people and building, and traditional method is the intensity by structure itself
Earthquake is resisted with rigidity, the energy of incoming building is consumed by the deformation and breakage of structural elements, this method is difficult
Thoroughly solve the various problems that Seismic Resistance And Disaster Reduction faces.
Seismic isolation technology refers to, by Seismic Isolation of Isolation Layer flexible together with adding between bottom on top, dexterously separate the two
Come, using the shock insulation original paper in Seismic Isolation of Isolation Layer, prevent seismic energy to be passed to top-out, ensure the security of structural system, make
It still, so as to not only preferably protect building, can reduce the damage of building under violent earthquake effect with normal work
Evil, and effectively can reduce or even prevent casualties.Currently used shock isolating pedestal mainly has two kinds of form laminated rubbers
Two kinds of bearing, friction slipper forms, but two kinds of bearings still have many defects at present, and startup power is big, refractory ability is poor, high temperature
The problems such as decomposing toxic gas, anti-pulling ability.
The content of the invention
For above-mentioned deficiency of the prior art, the present invention provides a kind of making and simple installation, economic and practical, shock insulation
It can get well and there is the rope pendulum-type Self-resetting anti-pulling shock isolating pedestal of anti-pulling and Self-resetting.
The technical solution used in the present invention is：
One kind rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, including：U-shaped bearing and bearing upper plate；U-shaped bearing and bearing upper plate leads to
Floating earthquake isolating equipment is crossed to be connected.
The floating earthquake isolating equipment includes：It is arranged on the supporter component of bearing upper plate bottom and is arranged on U-shaped bearing side
The locking device of wall；
Supporter component includes supporter, and supporter is at least two panels；
The supporter includes Left-side support plate and Right side support plate；
Left-side support plate is connected with Right side support plate top by connecting plate, and Left-side support plate and Right side support plate bottom pass through
Horizontally disposed support shaft is connected；
Roller is provided with the support shaft；Roller bottom in the middle part of rope with being in contact；Rope one end by locking device with it is U-shaped
Bearing left plate is connected；The rope other end is connected by locking device with U-shaped bearing right plate.
The bottom of the support shaft is provided with the Auxiliary support axle parallel with support shaft；It is provided with Auxiliary support axle auxiliary
Help support shaft roller；Auxiliary support shaft roller upper surface is provided with gap with rope lower surface.The Auxiliary support shaft roller is straight
Footpath is less than roller diameter.
The supporter is 6-10 pieces.
The roller is fixed in support shaft by roller clamp；The Auxiliary support shaft roller is rolled by Auxiliary support axle
Wheel clamp is fixed on Auxiliary support axle；Auxiliary support shaft roller can surround Auxiliary support axle in the presence of rope and rotate；
Roller can surround support shaft in the presence of rope and rotate.
The thickness of the left plate and right plate that form U-shaped bearing successively decreases from the bottom to top.
Locking device includes being arranged on lock hole on side plate, and lock hole is the circular conical surface to successively decrease from outside to inside diameter；
Cable end passes through lock hole, is connected by the coniform elongated insertion part being adapted with lock hole with side plate；Coniform elongated insertion part
Circumferencial direction is provided with telescopic chute.
U-shaped bearing is connected with bearing upper plate by auxiliary support plate；Auxiliary support plate is in T shape；Auxiliary support plate bag
Include support block and longitudinally connected plate；Support block is arranged on the upper surface of U-shaped bearing；Longitudinally connected plate by bolt respectively with it is U-shaped
Bearing is connected with bearing upper plate.
Flexibility in bearing installation process due to roller and rope may cause bearing installation question occur.Bearing is being pacified
Need that auxiliary support plate is installed before dress, auxiliary support plate be T-shaped plate, the cuboid that plate face protrudes be it is trapezoidal, it is trapezoidal most
The width in gap is consistent between width and bearing upper plate and U-shaped base-plate greatly, needs to remove after the completion of Superstructure Construction
Auxiliary support plate.
The beneficial effect of the present invention compared with the prior art：
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, shock isolating pedestal is rolled by roller along rope and the swing of rope can
To isolate the earthquake motion that different directions transmit, shock insulation protection can be provided for superstructure, reduces and even avoids structure from occurring to break
It is bad.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, shock isolating pedestal is rolled by roller along rope and the pendulum of rope
Move to isolate earthquake, substantially reduced due to rolling more traditional rubber compared with swinging or the slip support abutment resistance of start, every
Shake efficiency greatly improves.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, shock isolating pedestal is rolled by roller along rope and rope swing
Isolate earthquake, no matter along the rolling of rope and freely swinging for rope, holder top divides the final initial bit that can all return to bearing
Put, therefore there is good runback bit function.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, according to different areas and earthquake intensity, it can be restricted by adjusting
The angle of the length conversion vee-rope of rope adjusts resistance and the period of motion of the bearing in motion process, and shock isolating pedestal has more
Good applicability.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, present invention also offers in lower shock insulation branch used in vertical seismic action
Seat resistance tension ability, shock isolating pedestal shock isolating pedestal trundle in tension provide withdrawal resistance and ensure that shock isolating pedestal is not damaged.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, prevents shock isolating pedestal from not destroyed under tension state,
Trundle can still roll the function with swinging the shock insulation realized under tension state along rope under tension state.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, rope anchorage simple structure, without unnecessary accessory, has good
Good anchoring property.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, auxiliary support plate not only ensure that bearing in transportation
Stability, also non-shock isolating pedestal provide simplicity site operation installation measure, pass through auxiliary support plate fix up and down prop up
The initial position of seat, bearing can be with the installation of convenience and high-efficiency.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, it is not necessary to complicated wound Archie or electronic component, structure letter
Single, fringe cost is low, and manufacture sewing is simple, is easy to engineering to promote.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, it is simple in construction, it is easily manufactured, it can be produced with factorial praluction
Product stable performance, material used are conventional material, and durability and stability are good, and convenient material drawing is cheap, in-site installation letter
Just, the later stage changes easy maintenance.
Brief description of the drawings
Fig. 1 is the decomposition texture schematic diagram of present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal；
Fig. 2 is the structural representation of present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal；
Fig. 3 is the dimensional structure diagram of the supporter of present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal；
Fig. 4 is the dimensional structure diagram of the coniform elongated insertion part of present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal；
Fig. 5 is the dimensional structure diagram of the auxiliary support plate of present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal.
Embodiment
Referring to the drawings and embodiment the present invention will be described in detail：
Knowable to accompanying drawing 1-5, one kind rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, including：U-shaped bearing 1 and bearing upper plate 2；U-shaped branch
Seat 1 is connected with bearing upper plate 2 by floating earthquake isolating equipment.
The floating earthquake isolating equipment includes：It is arranged on the supporter component of bearing upper plate bottom and is arranged on U-shaped bearing side
The locking device of wall；
Supporter component includes supporter 3, and supporter 3 is at least two panels；
The supporter 3 includes Left-side support plate 31 and Right side support plate 32；
Left-side support plate 31 is connected with the top of Right side support plate 32 by connecting plate 33, Left-side support plate 31 and Right side support plate
32 bottoms are connected by horizontally disposed support shaft 4；
Roller 5 is provided with the support shaft 4；Roller bottom in the middle part of rope with being in contact；The one end of rope 6 by locking device with
The U-shaped left plate of bearing 1 is connected；The rope other end is connected by locking device with the U-shaped right plate of bearing 1.
The bottom of the support shaft 4 is provided with the Auxiliary support axle 7 parallel with support shaft；Set on Auxiliary support axle 7
There is Auxiliary support shaft roller 8；Auxiliary support shaft roller upper surface is provided with gap with rope lower surface.The Auxiliary support axle rolling
Take turns 8 diameters and be less than roller diameter.
The supporter 3 is 6-10 pieces.
The roller is fixed in support shaft 4 by roller clamp 9；The Auxiliary support shaft roller 8 passes through Auxiliary support
Shaft roller clamp 10 is fixed on Auxiliary support axle 7；Auxiliary support shaft roller can surround Auxiliary support in the presence of rope
Axle rotates；Roller can surround support shaft in the presence of rope and rotate.
The thickness of the left plate and right plate that form U-shaped bearing successively decreases from the bottom to top.
Locking device includes being arranged on lock hole 11 on side plate, and lock hole 11 is the circular cone to successively decrease from outside to inside diameter
Face；Cable end passes through lock hole 11, and the end of rope 6 passes through the coniform elongated insertion part 12 and side plate phase that are adapted with lock hole 11
Connection；Coniform elongated insertion part 12 is provided with telescopic chute 121 in circumferencial direction.
U-shaped bearing 1 is connected with bearing upper plate 2 by auxiliary support plate 13；Auxiliary support plate 13 is in T shape；Auxiliary branch
Fagging 13 includes support block 131 and longitudinally connected plate 132；Support block is arranged on the upper surface of U-shaped bearing；Longitudinally connected plate 132
It is connected respectively with U-shaped bearing and bearing upper plate by bolt.
Flexibility in bearing installation process due to roller and rope may cause bearing installation question occur.Bearing is being pacified
Need that auxiliary support plate is installed before dress, auxiliary support plate is T-shaped plate, and the cuboid that plate face protrudes is trapezoidal, and support block is
There is certain gradient, its section is trapezoidal.In order that can be with easily disassembled in unloading process.Trapezoidal Breadth Maximum with
The width in gap is consistent between bearing upper plate and U-shaped base-plate, needs to remove Auxiliary support after the completion of Superstructure Construction
Plate.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, shock isolating pedestal is rolled by roller along rope and the pendulum of rope
It is dynamic to isolate the earthquake motion that different directions transmit, shock insulation protection can be provided for superstructure, reduce and even avoid structure from sending out
It is raw to destroy.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, shock isolating pedestal is rolled by roller along rope and the pendulum of rope
Move to isolate earthquake, substantially reduced due to rolling more traditional rubber compared with swinging or the slip support abutment resistance of start, every
Shake efficiency greatly improves.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, shock isolating pedestal is rolled by roller along rope and rope swing
Isolate earthquake, no matter along the rolling of rope and freely swinging for rope, holder top divides the final initial bit that can all return to bearing
Put, therefore there is good runback bit function.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, according to different areas and earthquake intensity, it can be restricted by adjusting
The angle of the length conversion vee-rope of rope adjusts resistance and the period of motion of the bearing in motion process, and shock isolating pedestal has more
Good applicability.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, present invention also offers in lower shock insulation branch used in vertical seismic action
Seat resistance tension ability, shock isolating pedestal shock isolating pedestal trundle in tension provide withdrawal resistance and ensure that shock isolating pedestal is not damaged.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, prevents shock isolating pedestal from not destroyed under tension state,
Trundle can still roll the function with swinging the shock insulation realized under tension state along rope under tension state.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, rope anchorage simple structure, without unnecessary accessory, has good
Good anchoring property.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, auxiliary support plate not only ensure that bearing in transportation
Stability, also non-shock isolating pedestal provide simplicity site operation installation measure, pass through auxiliary support plate fix up and down prop up
The initial position of seat, bearing can be with the installation of convenience and high-efficiency.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, it is not necessary to complicated wound Archie or electronic component, structure letter
Single, fringe cost is low, and manufacture sewing is simple, is easy to engineering to promote.
Present invention rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, it is simple in construction, it is easily manufactured, it can be produced with factorial praluction
Product stable performance, material used are conventional material, and durability and stability are good, and convenient material drawing is cheap, in-site installation letter
Just, the later stage changes easy maintenance.
The above described is only a preferred embodiment of the present invention, not the structure of the present invention is made any formal
Limitation.Any simple modification, equivalent change and modification that every technical spirit according to the present invention is made to above example,
Belong in the range of technical scheme.
Claims (8)
1. one kind rope pendulum-type Self-resetting anti-pulling shock isolating pedestal, it is characterised in that including：U-shaped bearing and bearing upper plate；U-shaped branch
Seat is connected with bearing upper plate by floating earthquake isolating equipment.
2. pendulum-type Self-resetting anti-pulling shock isolating pedestal of restricting according to claim 1, it is characterised in that：The floating earthquake isolating equipment
Including：It is arranged on the supporter component of bearing upper plate bottom and is arranged on the locking device of U-shaped bearing side wall；
Supporter component includes supporter, and supporter is at least two panels；
The supporter includes Left-side support plate and Right side support plate；
Left-side support plate is connected with Right side support plate top by connecting plate, and Left-side support plate and Right side support plate bottom pass through
Horizontally disposed support shaft is connected；
Roller is provided with the support shaft；Roller bottom in the middle part of rope with being in contact；Rope one end by locking device with it is U-shaped
Bearing left plate is connected；The rope other end is connected by locking device with U-shaped bearing right plate.
3. pendulum-type Self-resetting anti-pulling shock isolating pedestal of restricting according to claim 2, it is characterised in that：The bottom of the support shaft
It is provided with the Auxiliary support axle parallel with support shaft；Auxiliary support shaft roller is provided with Auxiliary support axle；Auxiliary support axle
Roller upper surface is provided with gap with rope lower surface.
4. pendulum-type Self-resetting anti-pulling shock isolating pedestal of restricting according to claim 2, it is characterised in that：The Auxiliary support axle rolling
Wheel diameter is less than roller diameter.
5. pendulum-type Self-resetting anti-pulling shock isolating pedestal of restricting according to claim 2, it is characterised in that：The roller passes through roller
Clamp is fixed in support shaft；The Auxiliary support shaft roller is fixed on Auxiliary support axle by Auxiliary support shaft roller clamp
On；Auxiliary support shaft roller can surround Auxiliary support axle in the presence of rope and rotate；Roller can in the presence of rope
Rotated around support shaft.
6. pendulum-type Self-resetting anti-pulling shock isolating pedestal of restricting according to claim 2, it is characterised in that：Form a left side for U-shaped bearing
The thickness of side plate and right plate successively decreases from the bottom to top.
7. pendulum-type Self-resetting anti-pulling shock isolating pedestal of restricting according to claim 2, it is characterised in that：Locking device includes setting
The lock hole on side plate, lock hole are the circular conical surface to successively decrease from outside to inside diameter；Cable end passes through lock hole, by with
The coniform elongated insertion part that lock hole is adapted is connected with side plate；Coniform elongated insertion part is provided with telescopic chute in circumferencial direction.
8. pendulum-type Self-resetting anti-pulling shock isolating pedestal of restricting according to claim 2, it is characterised in that：On U-shaped bearing and bearing
Plate is connected by auxiliary support plate；Auxiliary support plate is in T shape；Auxiliary support plate includes support block and longitudinally connected plate；Branch
Bracer is arranged on the upper surface of U-shaped bearing；Longitudinally connected plate is connected with U-shaped bearing and bearing upper plate respectively by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710849056.8A CN107460967B (en) | 2017-09-20 | 2017-09-20 | Rope pendulum-type Self-resetting anti-pulling shock isolating pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710849056.8A CN107460967B (en) | 2017-09-20 | 2017-09-20 | Rope pendulum-type Self-resetting anti-pulling shock isolating pedestal |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107460967A true CN107460967A (en) | 2017-12-12 |
| CN107460967B CN107460967B (en) | 2019-04-12 |
Family
ID=60552479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710849056.8A Expired - Fee Related CN107460967B (en) | 2017-09-20 | 2017-09-20 | Rope pendulum-type Self-resetting anti-pulling shock isolating pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107460967B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114829720A (en) * | 2019-12-23 | 2022-07-29 | 金男英 | Shock insulation structure using rope foundation |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05249266A (en) * | 1992-03-09 | 1993-09-28 | Mitsubishi Atom Power Ind Inc | Support leg of torus structure in nuclear fusion device |
| JPH11230248A (en) * | 1998-02-09 | 1999-08-27 | Mitsui Eng & Shipbuild Co Ltd | Hybrid vibration damping device |
| JP2004308914A (en) * | 2004-05-24 | 2004-11-04 | Tatsuji Ishimaru | Damper |
| JP2008249122A (en) * | 2007-03-30 | 2008-10-16 | Kitakyushu Foundation For The Advancement Of Industry Science & Technology | Vibration damping device |
| CN201972240U (en) * | 2010-12-28 | 2011-09-14 | 陈云 | Self-resetting swinging shock-isolation support |
| US20120047822A1 (en) * | 2010-08-26 | 2012-03-01 | Danny Chagai Zeevi | Earthquake force absorption system |
| CN203230043U (en) * | 2013-02-17 | 2013-10-09 | 王涛 | Roll shaft type metal shock insulation support |
| CN206396907U (en) * | 2017-01-05 | 2017-08-11 | 杨宝生 | Marmem variation rigidity mutative damp position limitation protection shock isolating pedestal |
| CN206438616U (en) * | 2017-01-05 | 2017-08-25 | 杨宝生 | Marmem position limitation protection shock isolating pedestal |
-
2017
- 2017-09-20 CN CN201710849056.8A patent/CN107460967B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05249266A (en) * | 1992-03-09 | 1993-09-28 | Mitsubishi Atom Power Ind Inc | Support leg of torus structure in nuclear fusion device |
| JPH11230248A (en) * | 1998-02-09 | 1999-08-27 | Mitsui Eng & Shipbuild Co Ltd | Hybrid vibration damping device |
| JP2004308914A (en) * | 2004-05-24 | 2004-11-04 | Tatsuji Ishimaru | Damper |
| JP2008249122A (en) * | 2007-03-30 | 2008-10-16 | Kitakyushu Foundation For The Advancement Of Industry Science & Technology | Vibration damping device |
| US20120047822A1 (en) * | 2010-08-26 | 2012-03-01 | Danny Chagai Zeevi | Earthquake force absorption system |
| CN201972240U (en) * | 2010-12-28 | 2011-09-14 | 陈云 | Self-resetting swinging shock-isolation support |
| CN203230043U (en) * | 2013-02-17 | 2013-10-09 | 王涛 | Roll shaft type metal shock insulation support |
| CN206396907U (en) * | 2017-01-05 | 2017-08-11 | 杨宝生 | Marmem variation rigidity mutative damp position limitation protection shock isolating pedestal |
| CN206438616U (en) * | 2017-01-05 | 2017-08-25 | 杨宝生 | Marmem position limitation protection shock isolating pedestal |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114829720A (en) * | 2019-12-23 | 2022-07-29 | 金男英 | Shock insulation structure using rope foundation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107460967B (en) | 2019-04-12 |
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